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Imp. Proj. #547 COUNCIL REQUEST FOR ACTION OIiginatlng Department Public Works Approved for Agenda Agenda Section By: Guy Johnson By: 3-22-99 Development & Planning Item No. 8.5 RESOLUTION APPROVING GETHSEMANE CEMETERY REIMBURSEMENT AGREEMENT CITY OF NEW HOPE PROJECT NO. 547 REQUESTED ACTION Staff recommends that the Council pass a resolution approving an Easement Agreement with Gethsemane Cemetery in the amount of $120,980.00. The easement is necessary to accomplish the widening of 42nd Avenue between Zealand Avenue and Winnetka Avenue. BACKGROUND Discussions with Gethsemane Cemetery about the widening of 42nd Avenue have been going on for several years. In order to perform the desired work to 42nd Avenue and to create the detention pond planned for the east side of Boone Avenue, it is necessary to acquire easements from Gethsemane Cemetery. Staff has met with cemetery representatives on many occasions and has recently come to a verbal agreement concerning the amount and value of the easement required. The Cemetery is willing to grant the necessary easement provided that the relocation of the Cemetery driveway is included in the improvement project. FUNDING Proposed revenue sources for the City's Project Costs are City Bonding, Tax Increment Financing, Hennepin County, Storm Water Utility Fund, Joint Water Commission, and Water/Sewer Utility Fund. ATTACHMENTS A memo from Mark Hanson to John Cherek, Director of Catholic Cemeteries and Chuck Bicher, the Cemetery's Attorney, dated March 8, 1999 is attached. Also attached are the Gethsemane Cemetery Reimbursement Agreement and the Permanent and Temporary Easements For Construction and Maintenance Of Public Improvements (includes streets and ponds). MOTION BY TO: Review: Administration: Finance: RFA-OOl RESOLUTION NO. 99- 54 RESOLUTION APPROVING GETHSEMANE CEMETERY REIMBURSEMENT AGREEMENT CITY OF NEW HOPE PROJECT NO. 547 BE IT RESOLVED by the City Council of the City of New Hope as follows: WHEREAS, the City of New Hope is desirous of undertaking the construction of certain improvements and widening County Road No.9 (C.R. 9) between County Road 1 [,6 and Boone Avenue North in the City, City Project No. 547 (Project 547), including the construction and widening of C. R. 9, storm sewer improvements under C. R. 9, relocation of a driveway into Gethsemane Cemetery, the creation of a drainage pond, and the construction of sidewalk, fencing, street lighting, and landscaping, and WHEREAS, The Catholic Cemeteries is the owner of Gethsemane Cemetery, which is located to the south of that portion of C. R. 9 involved in the Project, and WHEREAS, in order to complete the Project, the City will need certain permanent street and permanent drainage and utility easements, as well as temporary constructions easements, all over specified portions of Gethsemane Cemetery (herein the "Easements"), and WHEREAS, Gethsemane Cemetery will be benefited by the Project, and WHEREAS, the City and The Catholic Cemeteries have reached an agreement regarding reimbursement to the City from The Catholic Cemeteries of a portion of the cost of the Project, and the granting of the Easements to the City by The Catholic Cemeteries, a copy of which agreement is attached hereto as Exhibit A and incorporated herein by reference (Agreement), and WHEREAS, it would be in the best interests of the City and its people for the City to enter into the Agreement. NOW, THEREFORE, BE IT RESOLVED: 1 . That the above recitals are incorporated by reference. 2. That the Gethsemane Cemetery Reimbursement Agreement City of New Hope Project No. 547, attached hereto as Exhibit A, is approved. 3. That the Mayor and Manager are authorized and directed to sign the Agreement on behalf of the City. 4. That City staff is authorized and directed to take such actions as are reasonable and necessary to implement the Agreement. Dated the 22nd day of March 1 999. Attest: 'h..l//uy- l ~ Valerie Leone, City Clerk 9YLM' W. Peter Enck, Mayor u:\word docs\cnh\gethsemane cemetery reso approving reimb agrmt GETHSEMANE CEMETERY REIMBURSEMENT AGREEMENT CITY OF NEW HOPE PROJECT NO. 547 This Agreement is entered into on the I tt!. day of ~ ' 1999, by and between The Catholic Cemeteries, a Minnesota Religious Diocesan Corporation (herein "The Catholic Cemeteries") and the City of New Hope, a Minnesota municipal corporation (herein "City") (collectively herein the "Parties") . WHEREAS, the City is desirous of constructing certain improvements and widening County Road No.9 (herein C.R. 9) between County Road 156 and Boone Avenue North in the City, City Project No. 547 (herein the "Project"), and WHEREAS, The Catholic Cemeteries is the owner of Gethsemane Cemetery, which is located to the south of that portion of C. R. 9 involved in the Project, and WHEREAS, the Project will include the construction and widening of C. R. 9, storm sewer improvements under C.R. 9, relocation of a driveway into Gethsemane Cemetery, the creation of a drainage pond, the upgrading of the sanitary sewer servicing Gethsemane Cemetery, and the construction of sidewalk, fencing, street lighting, and landscaping, and WHEREAS, in order to complete the Project, the City will need certain permanent street and permanent drainage and utility easements, as well as temporary constructions easements, all over specified portions of Gethsemane Cemetery, and all as contained in the Permanent and Temporary Easement for Construction and Maintenance of Public Improvement attached hereto as Exhibit A (herein the "Easement"), and WHEREAS, Gethsemane Cemetery will be benefited by the Project, and WHEREAS, the City and The Catholic Cemeteries have reached an agreement regarding the cost of the Easement, which the City will pay to The Catholic Cemeteries, and the benefit to Gethsemane Cemetery of the Project, which The Catholic Cemeteries will pay to the City. NOW, THEREFORE, IT IS AGREED AS FOLLOWS: 1 . The foregoing recitals are incorporated herein by reference. 2. The value of the Easement to the City is $120,980.00. 3. The value of the Project to Gethsemane Cemetery is as follows: Driveway Relocation $111,240.00 Pond Excavation 13,140.00 Pedestrian Lighting Not included in Project Sanitary Sewer Service Upgrade 5,078.13 TOTAL $129,458.13 4. The City shall complete Project 547 in accordance with its plans and specifications, except that the Parties agree that pedestrian lighting shall not be installed on the south side of C.R. 9 at the request of The Catholic Cemeteries. As a result, the $ 24,847.02 scheduled as a Project cost for said lighting wHl not be charged to The Catholic Cemeteries under the Project. In the event the City wishes to install the pedestrian lighting on the south side of C.R. 9, The Catholic Cemeteries hereby consents to the installation on condition that the cost for the pedestrian lighting is paid by the City. 5. The Catholic Cemeteries will execute the Easement and deliver the same to the City prior to the commencement of the Project. 6. The Catholic Cemeteries shall pay the City $8,478.13, an amount which represents reimbursement to the City of the difference between the value of the Easements and the value of the Project to Gethsemane Cemetery. This reimbursement shall be in the form of a single payment to the City on the later of November 30, 1999, or sixty days after the Project shall be completed. 7. In the event that either of the Parties brings an action to enforce any rights hereunder, the prevailing party shall be entitled to recover costs 2 and reasonable attorneys' fees incurred as a result of such action. The Catholic Cemeteries BY:~A/~ Its Sec..-,e€~ !'\. . l /~. 1'\ ByklL--.-. ~! . C~(- Its ~. ~.r . UJv,- ...l \ ~ .-----v ~-e--~ City of New Hope By: YI~~ Its Mayor By:L:lJ~ ~ Its Manager STATE OF MINNESOTA ) ) ss. COUNTY OF K~N5f-Y ) / ! 1Pe fOregOing. was acknowledged ) befor; me / this /.c~/t- day of 4//~ ' 19~}3, by 'J c:l n>--- ,Me C-.iJ-t" roe. k and c:f L-1) i (I; n . S, f(A. II cJ7.- ,the S e (' r.e fa. ry and cj ~c..f"d,,(Zpi' r e <-10 ( ,respectively, of The Catholic Cemeteries, a Minnesota Religious Diocesan Corporation, on behalf of said Minnesota Religious Corporation. 1 / /J~j ':C::- 1/.1/ / j/ i/ .f j~ 117,/~rv1/'~ / - , Notary Public .~~~.;~~~ M. ALBERTSON 1 NOTARY PUBLIC. MINNESOTA ~ RAMSEY COUNTY My commission expire> 1-31.2000 --".,.,~- STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) ~ ..-:- he foregoing was acknowledged before me this -7& - day of ~ , 1999, by W. Peter Enck and Daniel J. Donahue, the mayor and m nager, respectively, of City of New Hope, a Minnesota municipal corporation, on behalf of said municipal corporation. ~~~ Notary Public This Document was Drafted by: ~N\fV\ANWVV\/\IIVv\l\N\NVVV\flllN\N\lill ~ ~~ STEVEN A. SONDRALL I NOTARY PUBLIC-MINNESOTA HENNEPIN COUNTY ~ M, C_".n Exp"" Jan. 31.2000 lJ!1 lill Jensen Swanson & Sondrall, P.A. 8525 Edinbrook Crossing, #201 Brooklyn Park, MN 55443 (612) 424-8811 u:word docs\cnh\gethsemane cemetery reimbursement agrmt 4 PERMANENT AND TEMPORARY EASEMENT FOR CONSTRUCTION AND MAINTENANCE OF PUBLIC IMPROVEMENT ~ THIS INDENTURE, executed on the / day of ~ I;;. ,1999, between The Catholic Cemeteries, a Minnesota Religious Diocesan Corporation (herein "First Party") and the City of New Hope, a Minnesota municipal corporation (herein "City"). WHEREAS, First Party is the fee owner of real property located in Hennepin County, Minnesota, legally described as (herein "Property"): Gethsemane Cemetery; WHEREAS, the City is desirous of obtaining permanent street, and drainage and utility easements over, under and across portions of the Property, and temporary construction easements over, under and across portions of the Property, WITNESSETH; That the First Party, in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration to it in hand paid by the City, the receipt whereof is hereby acknowledged, does hereby grant, bargain and convey unto the City, its successors and assigns, forever, permanent easements as specified below, including full and free right and authority to enter upon the easement tracts and to construct, maintain, and operate a street, and public utilities and drainage facilities to be constructed therein. The permanent easements herein granted are situated over, under and across the tracts of land situated in the County of Hennepin and State of Minnesota, 1 described as follows, to-wit: See attached Exhibit A. WITNESSETH; Further that the First Party in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration to it in hand paid by the City, the receipt whereof is hereby acknowledged, does hereby agree to mow the grass areas within the permanent easements herein granted, and the City agrees it will not charge First Party a maintenance fee. WITNESSETH; Further that the First Party in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration to it in hand paid by the City, the receipt whereof is hereby acknowledged, does hereby grant, bargain and convey unto the said City, its successors and assigns, temporary construction easements; including full and free right and authority to enter upon the property hereinafter described, for the purpose of construction of a street and public utilities (herein "Improvements"), it being the intention of the parties hereto that the aforesaid temporary construction easement shall terminate at midnight on November 1, 1999. By acceptance of these temporary construction easements, the City hereby covenants and agrees to restore the surface of the ground and all structures to the same condition as existed thereon prior to the construction of the Improvements. The temporary construction easements described above are located over tracts of land situated in the County of Hennepin and State of Minnesota, described as follows, to-wit: See attached Exhibit B. The Catholic Cemeteries, a Minnesota Religious Diocesan Corporation By:e4.~ s ..sGT::-IC.G-~ "\ /' /~ \ By:\ i~/\...-- '-::;::> ( ) (,~ '-.-----.. Its (~ ' :A:' \ \J '- .J V'\. ' ,'--\--' ~ ~ '-^~~ 2 STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) J The foregoing was acknowledged before me this /~r- day of 4-r~ ' 1999, by ~j"" /1, C~.e{e.K and r/ ~.~ 5, f:/(cn- ,the S'e, c..r<-r~r-I and de{. '" c- r VI' (' ~c.,T'r ,respectively, of The Catholic Cemeteries, a Minnesota Religious Diocesan Corporation, on behalf of said Minnesota Religious Corporation. This Document was Drafted by: ( ~ /J~ JJI, /ttlJ~ Notary_publlQ..__~_ ; ",/,":--C1/!r'~~> SHA;:;O~,] M, ALBERTSON ~ i ;_tt'..;-:.' NO;A<Y PUBLIC. MINNESOTA ( +o~~i.~: RAMSEY COUNTY f ....,:;;"...0 My c.ommluion expire$ 1.31w2000 Jensen Swanson & Sondrall, P.A. 8525 Edinbrook Crossing, #201 Brooklyn Park, MN 55443 (612) 424-8811 I, the undersigned, being the dlUy qualified and acting Clerk of the City of New Hope, Minnesota, hereby certify that the Council of said City has duly accepted the foregoing easement. Dated: ,p~/91 t~,~ City Clerk - U:\word docs\cnh\Gethsemane Streetscape Esmt 3 Exhibit A A permanent street easement over, under and across that part of GETHSEMANE CEMETERY, according to the recorded plat thereof, Hennepin County, Minnesota, described as lying southerly of the southerly right-of-way line of HENNEPIN COUNTY STATE AID HIGHWAY NO.9, PLAT 58, according to the recorded plat thereof, Hennepin County, Minnesota and northerly of a line described as commencing at the northeast corner of the Northeast Quarter of Section 18, Township 118, Range 21, Hennepin County, Minnesota; thence on an assumed bearing of South 00 degrees 25 minutes 16 seconds East, along the east line of said Northeast Quarter a distance of 1381.39 feet; thence South 88 degrees 58 minutes 05 seconds West a distance of 40.42 feet to said southerly right-of-way line of HENNEPIN COUNTY STATE AID HIGHWAY NO.9, PLAT 58, being the point of beginning of the line to be described; thence continuing South 88 degrees 58 minutes 05 seconds West a distance of 104.45; thence North 85 degrees 47 minutes 15 seconds West a distance of 84.03 feet; thence South 88 degrees 53 minutes 21 seconds West a distance of 191.37 feet; thence South 88 degrees 33 minutes 06 seconds West a distance of 66.72 feet; thence South 01 degrees 26 minutes 54 seconds East a distance of 10.00 feet; thence South 88 degrees 33 minutes 06 seconds West a distance of 20.00 feet; thence North 01 degrees 26 minutes 54 seconds West a distance of 10.00 feet; thence South 88 degrees 33 minutes 06 seconds West a distance of 25.68 feet; thence westerly a distance of 662.63 feet along a non-tangential curve concave to the north and having a chord which bears North 87 degrees 52 minutes 00 seconds West, a radius of 5826.43 feet, a central angle of 06 degrees 30 minutes 58 seconds; thence South 05 degrees 49 minutes 39 seconds West not tangent to said curve, a distance of 10.00 feet; thence westerly a distance of 15.00 feet along a non-tangential curve concave to the south and having a chord which bears North 84 degrees 14 minutes 27 seconds West, a radius of 5836.43 feet, a central angle of 00 degrees 08 minutes 50 seconds; thence South 81 degrees 06 minutes 54 seconds West not tangent to last described curve, a distance of 59.55 feet; thence South 89 degrees 59 minutes 48 seconds West a distance of 61.68 feet; thence North 29 degrees 39 minutes 50 seconds West a distance of 34.78 feet; thence North 84 degrees 10 minutes 21 seconds West a distance of 216,21 feet; thence North 82 degrees 32 minutes 10 seconds West a distance of 563.25 feet; thence South 04 degrees 57 minutes 43 seconds West a distance of 5.00 feet; thence North 82 degrees 32 minutes 10 seconds West a distance of 32.81 feet; thence North 85 degrees 02 minutes 17 seconds West a distance of 32.81 feet; thence North 04 degrees 57 minutes 43 seconds East a distance of 5.00 feet; thence North 85 degrees 02 minutes 17 seconds West a distance of 37.50 feet; thence North 81 degrees 32 minutes 42 seconds West a distance of 148.11 feet; thence North 80 degrees 24 minutes 30 seconds West a distance of 64.55 feet; thence South 09 degrees 35 minutes 30 seconds West a distance of 10.00 feet; thence North 80 degrees 24 minutes 30 seconds West a distance of 15.00 feet; thence North 09 degrees 35 minutes 30 seconds East a distance of 10.00 feet; thence North 80 degrees 24 minutes 30 seconds West a distance of 104,77 feet; thence South 09 degrees 35 minutes 30 seconds West a distance of 10.00; thence North 80 degrees 24 minutes 30 seconds West a distance of 19.86 feet to the easterly right-of-way of Boone Avenue North per Deed Doc. No. 3207689 and said intersection point to be hereinafter known as "Point A", and said line there terminating. Said above described line to be hereinafter known as "Line A". A permanent drainage and utility easement over, under and across that part of GETHSEMANE CEMETERY, according to the recorded plat thereof, Hennepin County, Minnesota described as commencing at the southwest corner of the Northeast Quarter of Section 18, Township 118, Range 21; thence on an assumed bearing of North 00 degrees 03 minutes 06 seconds East along the west line of said Northeast Quarter of Section 18 a distance of 123.33 feet; thence South 89 degrees 56 minutes 54 seconds East a distance of 40.00 feet to the easterly right-of-way line of Boone Avenue 1 per Deed Doc No. 3207689; thence North 20 degrees 59 minutes 02 seconds East a distance of 71.41 feet to the point of beginning of the easement to be described; thence North 13 degrees 50 minutes 45 seconds West a distance of 44.57 feet; thence North 03 degrees 41 minutes 33 seconds West a distance of 32.25 feet to a point hereinafter referred to as Point "C"; thence continuing North 03 degrees 41 minutes 33 seconds West a distance of 22.08 feet; thence North 00 degrees 22 minutes 22 seconds East a distance of 179.02; thence North 22 degrees 38 minutes 39 seconds West a distance of 17.70 feet; thence North 01 degrees 13 minutes 38 seconds East a distance of 47.51 feet to a point hereinafter referred to as Point "0"; thence continuing North 01 degrees 13 minutes 38 seconds East a distance of 207.60 feet; thence northerly a distance of 18,17 feet on a tangential curve, concave to the southeast, having a central angle of 20 degrees 49 minutes 04 seconds and a radius of 50.00 feet to a point hereinafter referred to as Point "E"; thence northeasterly and easterly along the last described curve a distance of 67.44 feet, having a central angle of 77 degrees 16 minutes 57 seconds and a radius of 50.00 feet; thence South 80 degrees 40 minutes 21 seconds East tangent to said curve, a distance of 48.43 feet; thence easterly a distance of 94.74 feet on a tangential curve concave to the north having a central angle of 36 degrees 11 minutes 23 seconds and a radius of 150.00 feet; thence North 63 degrees 08 minutes 16 seconds East, tangent to last described curve a distance of 20.58 feet; thence easterly and southeasterly a distance of 51.87 feet on a non-tangential curve concave to the southwest having a central Angle of 106 degrees 11 minutes 40 seconds, a radius of 27.99 feet and a chord which bears of South 63 degrees 45 minutes 45 seconds East; thence southwesterly and westerly a distance of 44.88 feet on a non-tangential curve having a central angle of 102 degrees 50 minutes 55 seconds, a radius of 25.00 feet and a chord which bears South 39 degrees 17 minutes 07 seconds West; thence North 89 degrees 17 minutes 14 seconds West, not tangent to last described curve a distance of 16.69 feet; thence South 29 degrees 22 minutes 10 seconds East a distance of 51.27 feet; thence South 60 degrees 37 minutes 50 seconds West a distance of 9.43 feet; thence southwesterly a distance of 15.03 feet on a tangential curve concave to the southeast having a central angle of 57 degrees 25 minutes 52 seconds and a radius of 14.99 feet; thence South 03 degrees 11 minutes 58 seconds West, tangent to last described curve, a distance of 20.89 feet; thence southwesterly a distance of 23.68 feet on a tangential curve, concave to the northwest having a central angle of 30 degrees 50 minutes 11 seconds and a radius of 44,00 feet; thence South 34 degrees 02 minutes 09 seconds West, tangent to last described curve, a distance of 119,27 feet; thence South 30 degrees 33 minutes 43 seconds West a distance of 95.56 feet; thence southerly a distance of 13.32 feet on a tangential curve concave to the east having a central angle of 30 degrees 32 minutes 09 seconds and a radius of 25.00 feet; thence South 00 degrees 01 minutes 33 seconds West, tangent to last described curve a distance of 74,67 feet; thence southeasterly a distance of 17.18 feet on a tangential curve, concave to the northeast having a central angle of 39 degrees 22 minutes 10 seconds a radius of 25.00 feet; thence South 39 degrees 20 Minutes 37 seconds East, tangent to last described curve, a distance of 83.06 feet; thence southeasterly a distance of 51.26 feet on a tangential curve, concave to the west having a central angle of 68 degrees 16 minutes 45 seconds and a radius of 43.01 feet; thence South 28 degrees 56 minutes 08 seconds West, tangent to last described curve, a distance of 11.85 feet; thence southwesterly a distance of 37.91 feet on a tangential curve concave to the northwest having a central angle of 63 degrees 54 minutes 45 seconds and a radius of 33,99 feet; thence North 87 degrees 09 minutes 07 seconds West, tangent to last described curve, a distance of 43.32 feet; thence South 45 degrees 32 minutes 57 seconds West a distance of 59.16 feet; thence westerly and northwesterly a distance of 28.38 feet, on a tangential curve concave to the north having a central angle of 120 degrees 36 minutes 18 seconds and a radius of 13.48 feet to the point of beginning. Said last described line to be-nereinafter known as Line "C". Together with a permanent 1 0.00 foot wide drainage and utility easement over, under and across that part of said GETHSEMANE CEMETERY, the centerline of said easement is described as beginning at aforementioned Point "C"; thence South 75 degrees 54 minutes 59 seconds West a distance of 13,10 feet to said easterly right-of-way line of Boone Avenue and there terminating. 2 Together with a permanent 10.00 foot wide drainage and utility easement over, under and across that part of said GETHSEMANE CEMETERY, the centerline of said easement is described as beginning at aforementioned Point "0"; thence South 45 degree 52 minutes 08 seconds West a distance of 8.93 feet to said easterly right-of-way line of Boone Avenue and there terminating. Together with a permanent 10.00 foot wide drainage and utility easement over, under and across that part of said GETHSEMANE CEMETERY, the centerline of said easement is described as beginning at aforementioned Point "E"; thence North 64 degrees 08 minutes 11 seconds West a distance of 15.88 feet to said easterly right-of-way line of Boone Avenue and there terminating. The sidelines of said 1 0.00 foot wide easements are to be shortened or prolonged to terminate at said easterly right-of-way line of Boone Avenue and said Line "C". 3 Exhibit B A temporary construction easement over, under and across that part of said GETHSEMANE CEMETERY, lying southerly of the above described "Line A" and northerly of a line described as commencing at the northeast corner of the Northeast Quarter of Section 18, Township 118, Range 21; thence on an assumed bearing of South 00 degrees 25 minutes 16 seconds East, along the east line of said Northeast Quarter a distance of 1389.40 feet; thence South 88 degrees 58 minutes 05 seconds West a distance of 40.23 feet to the westerly right-of-way line of Winnetka Avenue North being the point of beginning of the line to be described; thence continuing South 88 degrees 58 minutes 05 seconds West a distance of 104.92 feet; thence North 58 degrees 47 minutes 15 seconds West a distance of 84.03 feet; thence South 87 degrees 43 minutes 13 seconds West a distance of 442.73 feet; thence North 85 degrees 54 minutes 35 seconds West a distance of 144,1 2 feet to a point hereinafter referred to as Point" B"; thence continuing North 85 degrees 54 minutes 35 seconds West a distance of 55.22 feet; thence westerly a distance of 325.65 feet along a non-tangential curve concave to the north and having a chord which bears North 86 degrees 12 minutes 25 seconds West, a radius of 5834.43 feet, a central angle of 03 degrees 11 minutes 53 seconds to its intersection with said "Line A" and said line there terminating. Said last described line hereinafter to be known as Line "B". A temporary construction easement over, under and across that part of said GETHSEMANE CEMETERY, described as beginning at aforementioned Point "B"; thence South 01 degrees 03 minutes 51 seconds West a distance of 163.46 feet; thence South 89 degrees 03 minutes 01 seconds East a distance of 20.00 feet; thence South 01 degrees 03 minutes 51 seconds West a distance of 46.00 feet; thence North 89 degrees 03 minutes 01 seconds West a distance of 145.00 feet; thence North 01 degrees 03 minutes 51 seconds East a distance of 46.00 feet; thence South 89 degrees 03 minutes 01 seconds East a distance of 20.00 feet; thence North 01 degrees 03 minutes 51 seconds East a distance of 167.78 feet to the aforementioned Line" B"; thence easterly a distance of 25.01 along said Line "B"; thence South 01 degrees 03 minutes 51 seconds West a distance of 167.07 feet; thence South 89 degrees 03 minutes 01 seconds East a distance of 55.00 feet; thence North 01 degrees 03 minutes 51 seconds East a distance of 164.83 feet to said Line "B"; thence South 85 degrees 54 minutes 35 seconds East, along said Line "B", a distance of 25.03 feet to the point of beginning A temporary construction easement over, under and across that part of said GETHSEMANE CEMETERY, described beginning at the above described Point "A"; thence on an assumed bearing of South 00 degrees 03 minutes 06 seconds West along said easterly right-of-way line of Boone Avenue North a distance of 5.09 feet; thence South 72 degrees 02 minutes 18 seconds East a distance of 99.43 feet; thence South 84 degrees 29 minutes 41 seconds East a distance of 325.15 feet; thence South 82 degrees 01 minutes 28 seconds East a distance of 336.52 feet; thence South 84 degrees 37 minutes 43 seconds East a distance of 450.18 feet; thence on a bearing of South a distance of 307.86 feet; thence on a bearing of East a distance of 120.00 feet; thence on a bearing of North a distance of 284.40 feet to the aforementioned Line" A"; thence westerly along said Line "A" to the point of beginning. A temporary construction easement over, under and across that part of said GETHSEMANE CEMETERY, described as commencing at said southwest corner of the Northeast Quarter of Section 18; thence on an assumed bearing of North 00 degrees 03 minutes 06 seconds East along the west line of said Northeast Quarter of Section 18 a distance of 123.33 feet; thence South 89 degrees 56 minutes 54 seconds East a distance of 40.00 feet to said easterly right-of-way line of Boone Avenue said point being the point of beginning of the temporary easement to be described; thence continuing South 89 degrees 56 minutes 54 seconds East a distance of 500.00 feet; thence North 00 degrees 1 03 minutes 06 seconds East a distance of 604.00 feet; thence North 89 degrees 56 minutes 54 seconds West a distance of 188.00 feet; thence North 00 degrees 03 minutes 06 seconds East a distance of 100.00; thence North 89 degrees 56 minutes 54 seconds West a distance of 312.00 feet to said easterly right-of-way line of Boone Avenue; thence South 00 degrees 03 minutes 06 seconds West a distance of 704.00 feet along said easterly line of Boone Avenue to the point of beginning. 2 Bonestroo Rosene Anderlik & Associates Bonestroo. t?osene. Ander/if: and Associates, Inc. is an Affirmati.....e AcrioniiEqual Opportunity Emp/oyer Principals: Otto G. Bonestroo. PE. . Joseph C. Anderlik. PE. . Marvin l. Sorvala. PE. . RIchard E. Turner. RE. . Glenn R. Cook, RE. . Robert G. Schunicht, P.E. . Jerry A. Bourdon, P.E. . Robert VI. Rosene. RE. and Susan M. Eberlin. CP.A.. Senior Consultants Associate Principals: Howard A. Sanford, PE. . Keith A. Gordon, PE. . Robert R. Pfefferle. P.E. . Richard W. Foster. PE. . David O. Loskot2. P.E. . Robert C Russek. A.I.A. . Mark A. Hanson. P_E . Michael T. Rautmann, I'E, . Ted KField, ICE, . Kenneth p, Anderson, ICE . Mark R, Rolfs, ICE, . Sidney P. \X/illiamson, PE., L.S. . Robert F. Kotsmith . Agnes M. Ring. Michael P. Rau. PE. . Allan Rick Schmidt. ICE, Engineers & Architects Offices: St. Paul, Rochester. \Villmar and Sc Cloud. MN . Mi/v.raukee. \.V'J V/ebsite: www.bonestroo.com MEMORANDUM To: John Cherek, Director Catholic Cemeteries 400 Selby Avenue St. Paul, MN 55102 Chuck Bichler, Attorney Meir, Kennedy & Quinn, Attorneys at Law 445 Minnesota Street, Suite 2200 St. Paul, MN 55101 From Mark Hanson, City Engineer - New Hope Subject: 42nd Avenue Street Improvements Gethsemane Cemetery Project No. 547, Our File No. 34-98-186 Date: March 8, 1999 A meeting was held on March 8, 1999 to review the above project and its impact to Gethsemane Cemetery. The easement and cost responsibilities to Gethsemane Cemetery in accordance with the Planned Unit Development Agreement (PUDA) with New Hope, based on our meeting, are as follows: Easement Permanent Easement Easement Cost PUDA Estimate 42,865 Sq. Ft. $120,200 Final Estimate 43,840 Sq. Ft. $120,9801 Cost Responsibility Driveway Relocation Pond Excavation (5000CY) Subtotal Concept Report September 1997 $81,570 20.625 $102,195 Preliminary Report November 1998 $113,400 16.600 $130,000 Final Estimate $111,240 13 .140 $124,380 Pond Area :t 2.0 Acre 2.12 Acre 1 Cost increase assumes $O.80/Sq Ft. * 975 Sq. Ft. 2335 West Highway 36 II St. Paul, MN 55113 II 651-636-4600 II Fax: 651-636-1311 Additional Cost Responsibilities Pedestrian Lighting (4 Light Standards) (South Side - Xylon to Winnetka Avenue) Sanitary Sewer Service Upgrade (42nd Avenue - East of Xylon Avenue) Final $24,847.02 $5,078.13 Attached is documentation justifying the above costs. Please review and determine if changes or additions are required as well as your interest to construct the additional items. Please contact myself [(651)604-4838] or Steve Sondrall [(612)424-8811] once your review is complete. It would be desirable if we could finalize the agreement between New Hope and Gethsemane Cemetery such that it could be considered at the March 22, 1999 Council Meeting. Doing so would allow the burial of overhead utilities to begin following that meeting (weather permitting). Attachment cc: Daniel Donahue, Guy Johnson, Tom Schuster, Kirk McDonald Steve Sondrall, City Attorney DDB, VTV Gethsemane Cemetery Cost Responsibility 42nd Avenue Street and Utility Improvements Our File No. 34186 Part A - Gethsemane Driveway Item Mobilization Remove concrete curb Remove chain link fence Remove sewer pipe (storm) Remove bituminous pavement Remove concrete driveway pavement Remove concrete sidewalk Remove manhole or catch basin Remove manhole Remove catch basin grate casting Sawing concrete pavement Sawing bituminous pavement Salvage sprinkler system Common excavation (ev) Subgrade excavation (ev) Granular borrow (cv) Select granular borrow (cv) Topsoil borrow (cv) Aggregate Base Class 5 100 % crushed Type 41 wearing course mixture Type 31 base course mixture Bituminous material for tack coat 8" PVC, pipe sewer, SDR 35 375mm RC pipe sewer, Des. 3006, CI. V 300mm RC pipe sewer, Des. 3006, CI. V Connect to existing manhole Connect to existing drainage structure Const. drainage structure design spec. 5 Const. drainage structure design spec. 6 1200 mm dia. Sanitary Manhole Conc, Curb and gutter design B612 Conc. curb and gutter design B618 100 mm solid line white - epoxy 100 mm double solid line yellow - epoxy Silt fence around catch basin Sodding, type lawn Subtotal + 25% Indirect Cost Total - Part A Unit LS LF LF LF SY SY SY EA EA EA LF LF LF CY CY CY CY CY TON TON TON GAL LF LF LF EA EA EA EA EA LF LF LF LF EA SY 1:\34\34186\user\estimate with Hardrives Prices,xls 3/9/99 Quantity 0.036 1246.72 65.6168 164.042 1243.83 65.7795 47.8396 4 1 1 32.8084 656.168 1000,66 3073.68 39.2385 39.2385 307.368 235.431 650.363 165.347 220.462 55.4762 82.021 82.021 75.4593 1 2 1 3 1 213.255 656,168 85.3018 118,11 4 2021,22 Bid Unit Price $80,000.00 2.50 3,05 8,92 1.92 6.61 5.52 275.00 295.00 100.00 4,39 1.45 4.57 7.00 6.88 12.62 13.76 11.47 7.80 27.22 24.40 1.14 30,02 30.18 28,50 530.0 630.0 1,190.00 945,0 1,600.00 7.16 7.80 0.73 1.54 100.00 2.51 Amount $2,880.00 3,116.00 200,00 1,462.50 2,392.00 434.50 264.00 1,100.00 295.00 100.00 144.00 950.00 4,575.00 21,502.50 270.00 495.00 4,230.00 2,700.00 5,074.00 4,500.00 5,380.00 63.00 2,462.50 2,475,00 2,150.50 530.00 1,260.00 1,190.00 2,835,00 1,600.00 1,527,50 5,120.00 62.40 181.80 400.00 5,070.00 $88,992.20 22,247.80 $111,240.00 Page 1 Part B - Boone Pond Bid Item Unit Quantity Unit Price Amount Pond excavation CY 5,000 $2.10 $10,500,00 Subtotal $10,500.00 + 25% Indirect Cost 2,640.00 Total - Part B $13,140.00 Part C - Sanita Sewer litem Bid r Unit Quantity Unit Price Amount 8" PVC, pipe sewer, SDR 35 LF 82.021 $30.02 $2,462.50 1200 mm dia. Sanitary Manhole EA 1 1,600.00 1,600.00 Subtotal $4,062.50 + 25% Indirect Cost 1,015.63 Total - Part C $5,078.13 Part 0 - Lighting Estimated Item Unit Quantity Unit Price Amount Pedestrian pole and fixture EA 4 $4,050,00 $16,200.00 Wiring (1) LF 1049.87 3,51 3,680.00 Subtotal $19,880.00 + 25% Indirect Cost 4,967.02 Total - Part 0 $24,847.02 1:\34\34186\user\estimate with Hardrives Prices.xIs 3/9/99 Page 2 Bonestroo Rosene Anderlil< & Associates Bonestroo. Rosene. Ander/if: and Associates. Ine. is an Affirmative Action,/Equal Opportunity Employer Principals: Otto G. Bonesrroo, PE. . Joseph C. AnderJik. P.E. . Marvin L. $orvala, P.E. . Richard E, Turner, P,E . Glenn R, Cook, FE, . Robert G, SChunicht, P,E, . Jerry A Bourdon, P,E, . Robert W. Rosene. PE. and Susan M. Eberlin, C.P.A.. Senior Consultants Associate Principals: Ho\vard A. Sanford, P.E. . Keith A. Gordon. P.E. . Robert R. Pfefferle. P.E. . Richard Ill. Foster, FE, . David 0, Loskora, PE . Robert C Russek, ALA, . Mark A Hanson, FE, . Michael TRautmann, PE . Ted K,Field, P,E, . Kenneth p, Anderson, FE, . Mark R, Rolfs, FE, . Sidney F Williamson, FE.. L,S, . Robert F Kotsmith . Agnes M, Ring. Michael FRau, FE, . Allan Rick Schmidt. FE, Engineers & Architects Offices: St. Paul. Rochester, V/iffmar and St. Cloud. MN . MJlwaukee, VII V:lebsite: wwv/.bonestroo.com MEMORANDUM To: Daniel Donahue, Guy Johnson From: Mark Hanson, Tom Schuster Subject: 42nd Avenue Streets cape Maintenance Project No. 547, File No. 34-98-186 Date: March 17, 1999 Tom Schuster and I have reviewed maintenance alternatives for the streetscape improvements proposed in 42nd Avenue. Steve Sondrall has indicated that it will be very difficult for the City to either assess or collect maintenance fees from abutting landowners to maintain the streetscape plantings at this time. Therefore, we have developed three cost estimates to maintain the streetscape plantings dependent on the quantity of material planted. For purposes of this memo, it is assumed that the irrigation, boulevards, and center medians are constructed per the construction plan bid on March 3, 1999. The streetscape plantings per the low bid submitted by Hardrives, Inc. are as follows: Boulevard Plantings (trees) Landscape Plantings (shrubs and perennials) Total Quantity ( each) 186 1249 Streets cape Planting Low Bid $37,833 26.108 $63,941 Three cases were developed for estimating the annual maintenance cost, which are summarized on the following page. 2335 West Highway 36 I1J St. Paul, MN 55113 .. 651-636-4600 .. Fax: 651-636-1311 Maintenance Streets cape Planting Low Bid Case I No streetscape plantings Sod all planting areas Case II Install boulevard plantings (trees) and sod landscape areas No landscape plantings (shrubs and perennials) Case III Install boulevard (trees) and landscape (shrubs and perennials) plantings $2,500.00 -0- $6,000.00 $37,833.00 $10,000.00 $63,941.00 If the maintenance cost is considered high, at a minimum it would be desirable if the boulevard plantings (trees) could be installed at this time. The landscape plantings and other streetscape amenities (e.g. ornamental rail, etc.) could be constructed at a later date when redevelopment, future street improvements or a petition is submitted by landowners. As noted, if the landscape plantings are deleted, the bid amount would be reduced approximately $26,000.00. If the boulevard and landscape plantings are both deleted, then the bid amount would be reduced approximately $64,000.00 and there would be no need for future maintenance other than the $2,500.00 for irrigation and sod maintenance. GORDON L. JENSEN* WILLIAM G, SWANSON STEVEN A, SONDRALL MARTIN p, MALECHA C, ALDEN PEARSONt DEAN A, TRONGARDt JULIE A, THILL OF COUNSEL LORENS Q. BRYNESTAD eal Property Law Specialist Certified By The \.1innesota State Bar \ssociarion iUalified ADR Neutral JENSEN SWANSON & SONDRALL, P.A. Attorneys At Law 8525 EDINBROOK CROSSING, STE. 201 BROOKLYN PARK, MINNESOTA 55443-1999 TELEPHONE (612) 424-8811 . TELEFAX (612) 493-5193 E-l\IAIL jss@jsspa.com August 10, 1999 Valerie Leone City Clerk City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 Re: Gethsemane Cemetery Assessment Agreement and Permanent and Temporary Easement for Construction and Maintenance of Public Improvement Our File No. 99.65471 Dear Val: Please fmd enclosed the following documents fully signed in connection with the Gethsemane Cemetery/42nd Avenue street improvement project: 1. Gethsemane Cemetery Reimbursement Agreement City of New Hope Project 547; 2. Permanent and Temporary Easement for Construction and Maintenance of Public Improvement. These documents are for the City's permanent file in this matter. Contact me if you have any questions or comments concerning the documents. We will undertake to have the easement recorded at the Hennepin County Recorder's office. Very truly yours, ~ Steven A. Sondrall JENSEN SWANSON & SONDRALL. P,A. \! --tJu;L"-bj ~LL L ~Uy, dN.uLh )~ /2LU~'J nl r2k~~' I~l}-~-t;-/ [rld Xc. maL/~6hl( 6tLj ~ ~f- f.tLffi~ /U ut'vZL{d Enclosures CNH65471'{)3-Val Ltr,wpd i~l.iL- fA.,j [ From: To: Subject: Valerie Leone Gail Vankrevelen #547 Steve Sondrall says Gethsemane should not be part of our assessment roll so please remove them and print a new spreadsheet for may affadavit . Do not need to mail anything to Gethsemane since we'll be obtaining that Reimbursement Agreement from them (Steve handling), Vince and Mark said notice "nature of improvements" is okay as listed on our notice (including turn lanes), So the notice is ready - in I drive as AHN-547, Gail, I talked to Larry about the need for some sort of "follow_up" to serve as a reminder that Gethsemane must pay the City $8,478,13, Larry said he'll ask you, Gail, to set up a p~nding receivable on this (due by November 30, 1999). I'll give you a copy of the agreement when I receive a signed copy, ........ cc: Larry Watts '" (Lo ne 5/16/97 - m\"{y o~ ~ ~ ~w HOq COUNCIL REQUEST FOR ACTION OIiginatlng Department Public Works Approved for Agenda Agenda Section 3-15-99 Hark Session By: Guy Johnson By: Item No. 11.2(1) REVIEW BIDS SUBMITTED BY CONTRACTORS FOR IMPOVEMENT NO. 547; RESOLUTION DECLARING COSTS TO BE ASSESSED AND ORDERING PREPARATION OF PROPOSED ASSESSMENT IN CONNECTION WITH STREET AND STORM SEWER IMPROVEMENT NO. 547 (NEW HOPE r-ITY ;t-I\I t-I"< ~ 1-<1-1- LlDI= PRn.II=r.T) Bid amounts were submitted by contractors on March 3, 1999. The lowest responsible bid was $1,924,869.20, by Hardrives, lnc, The low bid is nearly identical to the engineer's estimate, However, the total project cost is 12.6% above the amount estimated in the preliminary report, In accordance with New Hope's Assessment Policy, the breakdown of revenue sources to offset the project costs are: . Assessment Amounts $ 283,411 . City Property Assessment Amounts $ 8,455 . Minimum City Project Costs $2,448,230 $2,740,096 . Total Minimum Projects Costs Proposed revenue sources for the City's Project Costs are City Bonding, Tax Increment Financing, Hennepin County, Storm Water Utility Fund, Joint Water Commission, and Water/Sewer Utility Fund. A memorandum is attached that shows the proposed amount for each one of these sources and compares the estimated cost in the preliminary report to the engineer's estimate and the lowest responsible bid. The Final Assessment Roll is also included in the attached memorandum, The attached resolution declares the final costs and orders the City Clerk to prepare the assessment role, TO: /, i '-'ni- t i P i,' f.)/v { (!dtVJ/v /;,,'1' '/1"'- J I' /u/) t4G - I SECOND BY ;::"'1 fun II:;, I . I I MOTION BY Review: Administration: Finance: RFA-OOl G: Requests\5470rderAssessRolI Request for Action March 15, 1999 Project 547 Page 2 If Council adopts the resolution, the proposed schedule would be followed: Declare Cost/Prepare Assessment Role Call Assessment Hearing Assessment Hearing Award Contract Start Construction March 15, 1999 March 22, 1999 April 12, 1999 April 26, 1999 May 10, 1999 Staff request approval of the resolution, G: Requests\5470rderAssessRolI RESOLUTION NO, 99- 41 RESOLUTION DECLARING COST TO BE ASSESSED AND ORDERING PREPARATION OF PROPOSED ASSESSMENT IN CONNECTION ~THSTREETANDSTORMSEWER IMPROVEMENT NO. 547 (New Hope City Center Streetscape Project) WHEREAS, sealed bids have been received and were publically opened and read aloud on March 3, 1999 for the New Hope City Center Street and Storm Sewer Improvement No. 547 in the City, and WHEREAS, the City's Consulting Engineer has reported to this Council that the lowest responsible bid read on March 3, 1999 was for an amount of $1,924,869.20. WHEREAS, based on the lowest responsible bid received this Council hereby determines the City will incur total expenses for this project in a minimum amount of $2,740,096.00. The anticipated expenses in excess of the bid relate to additional costs for NSP' s underground burying of power lines and grading relating thereto, installation of street lighting and indirect city costs for engineering, legal and administrative costs, and NOW THEREFORE, BE IT RESOLVED by the City Council of the City of New Hope as follows: 1. The City Council hereby determines that the City shall pay $2,448,230.00 of said cost, exclusive of the amount it may pay as a property owner, and the sum of $291,866.00 shall be assessed against benefitted property owners based upon benefits received without regard to cash valuation. $124,388.00 of the assessed amount relates to driveway reconstruction and pond excavation on Gethsemane Cemetery property which shall be paid pursuant to an assessment agreement with the cemetery owner. The amount of the assessment charged to benefitting properties under Minn. Stat. Chapter 429, less the assessment to the cemetery is $167,486.00. The City shall also pay all actual costs incurred less the assessed amount in the event the project costs exceed the minimum bid amount, for any reason. 2. The City Clerk, with the assistance of the City Consulting Engineer and any other necessary City employees or consultants, shall forthwith calculate the proper amount to be specially assessed for such improvement against every assessable lot, piece or parcel of land without regard to cash valuation as provided by law, and the Clerk shall file a copy of suchproposed assessment in the Clerk's office for public inspection. -1- 3. The City Clerk and Engineer shall, upon the completion of such proposed assessment, notify the Council at its March 22nd Council meeting or as soon thereafter as possible, of the proposed assessment against each parcel of land 4. Subsequent to the March 8, 1999 Council meeting, the City Clerk shall take all necessary steps required by law to establish a public hearing on the adoption of the assessment roll for the April 12, 1999 Council meeting. 5. It is anticipated that this Council may award a contract for the construction of the herein project at its April 26, 1999 meeting if the Council decides to move forward with the project. Adopted by the City Council this 15th day of March, 1999. ~ W. Peter Enck, Mayor Attest: ^ ~ y tlfttu' ~' . Valerie Leone, City Clerk P:\Atlorney\Cnh Resolutions\CNH65~70-02~Re:solutiDn Declaring Cost Assessed.wIXl -2- Bonestroo Rosene Anderfik & Associates Bonestroo, Rosene, Anderlik and Associates, Inc. is an Affirmative Action/Equal Opportunity Employer Principals: Otto G. Bonesrroo, PE. . Joseph C. AnderlJk. PE. . Marvin L. Sorvala. r.E. . Richard E, Turner, P,E, . Glenn R, Cook, P.E. . Robert G, Schunicht. P,E, . Jerry A. Bourdon, PE. . Robert W, Rosene, P,E, and Susan lVi, Eberlin, CPA, Senior Consultants Associate Principals: HQ\.vard A. Sanford, r.E. . Keith A. Gordon, PE. . Robert R. Pfefferle, r.E. II Richard W, Foster, PE, . David 0, Loskota, P,E, . Robert C Russek, A.LA. . Mark A. Hanson, P,E, . Michael 1. Rautmann. PE. . Ted K.Field, RE. . Kenneth P. Anderson, PE. . Mark R. Rolfs. PE. . Sidney P. \fijl/iamson, r.E.. L.S. . Robert F. Korsmith . Agnes M. Ring. Michael P. Rau, rE. . Allan Rick Schmidt, PE. Engineers & Architects Offices: St. Paul, Rochester. \'f/illmar and St. Cloud, MN . Milwaukee, \V! \!/ebsite: w\Nw.bonestroo.com MEMORANDUM To: Daniel Donahue, Guy Johnson, and Steve Sondrall From: Mark Hanson Subject: 42nd Avenue Street Improvements - Project No. 547 Project Costs, Assessments, NSP Bury Electric, NSP Corridor Grading File No. 34-98-186 Date: March 10, 1999 The City Council, at its March 8, 1999 Council Meeting, continued discussion for the 42nd Avenue Street Improvements Project - Part 1 until its scheduled Council Workshop on March 15, 1999. The attached memo is similar to our February 27, 1999 memo that was included in the March 8, 1999 Council Packet with the exception that the proposed assessment rate has been reduced to the same assessment rate presented at the Public Hearing (December 14, 1998). In addition, attached is a memo to representatives of Gethsemane Cemetery documenting the discussion at the March 8, 1999 meeting between New Hope Staff and representatives from Gethsemane Cemetery. Assuming the City Council is agreeable to maintaining the same assessment rate that was presented at the Public Hearing and proceeding with the 42nd Avenue Project, the following action is recommended: II Declare Costs to be Assessed and Order Assessment Hearing for April 12, 1999 In addition, to facilitate the burial of the overhead electric in the months of April and May the following is recommended: II Approve Contract with NSP to Bury Overhead Electric ($144,726) II Approve Contract with G.1. Contracting for NSP Corridor Grading ($27,567.70) It is recommended that the above contract approvals be considered only if the easement negotiations with Gethsemane Cemetery are such that the work can begin. 2335 West Highway 36 III St. Paul, MN 55113 .. 651-636-4600 .. Fax: 651-636-1311 Bonestroo Rosene Anderlil< & Associates Bonestroo, Rosene, Anderlik and Associates, Inc. ;s an Affirmative Action/Equal Opportunity Employer Principals: Otto G. Bonestroo, FE. . Joseph C. AnderJik. EE. . Marvin L Sarvala, PE. . Richard E, Turner, PE, . Glenn R, Cook, P,E. . Robert G, Schunicht. P.E, . Jerry A Bourdon. PE, . Robert W. Rosene, P.E. and Susan M. Eberlin, C.PA.. Senior Consultants Associate Principals: Howard A. Sanford, P.E. . Keith A. Gordon. PE. . Robert R. Pfefferle. PE. .c Richard W, Foster. PE, . David 0, Loskota. P,E, . Robert C. Russek, ALA. Mark A, Hanson. P,E, . Michael T. Rautmann. P,E, . Ted K,FieJd, PE, . Kenneth P Anderson, PE, . tvlark R, Rolfs. PE, . Sidney P. Williamson. P.E.. l.$, . Robert F Kotsmith . Agnes M, Ring. Michael P. Rau, P,E, . Allan Rick Schmidt. P.E. Engineers & Architects Offices: St. Paul, Rochester, V/illmar and St. Cloud. MN . Milwaukee. VI! LVebsite: www.bonesrroo.com MEMORANDUM To: Guy Johnson From: Mark Hanson Subject: Project Cost, Revenue, Assessment 42nd Avenue Improvements - Part 1 City Project No. 547, CSAH 27-609-28 File 34-98-186 Date: March 10, 1999 The attached Project Cost/Revenue compares the amount estimated in the preliminary report to the engineers estimate and the low bid amounts submitted by contractors, including estimates for indirect costs. The final cost is nearly identical to the engineer's estimate; however, the final project cost is 12.6% above the preliminary report amount. The items which contribute to the cost increase, that were not included in the preliminary report or underestimated, are as follows: Irrigation System Ornamental Railing Pedestrian Lighting Soil Correction / Surface Treatment TrafficControl, Stripping, and Signals Xylon Avenue Intersection Paving $31,000 87,000 31,000 52,000 75,000 37,000 $313,000 The City Council is not awarding the contract for the street improvements at this time. However, in the event, the City Council wishes to delete portions of the work at the time of the contract award IS considered (April 26, 1999) to reduce the project costs, the following items could be considered: Mill/Overlay West of Zealand Avenue Concrete Sidewalk North Side West of Zealand Avenue Pedestrian Lighting Ornamental Railing Intersection Paving Xylon Avenue Crosswalks Xylon, Winnetka, Boone Avenues $44,000 12,000 56,000 87,000 56,000 31,000 $286,000 2335 West Highway 36 iii St. Paul, MN 55113 III 651-636-4600 tlI Fax: 651-636-1311 The Final Assessment Roll is attached for the property abutting 42nd Avenue which has been prepared in accordance with the preliminary report. The rate per front foot is based on an equalivant cost to construct a 42' wide street. The rate per front foot is the same rate presented at the public hearing (December 14, 1998) and is summarized below: Commercial Residential Public Hearing RatelFF $102.50 68.35 The attached information establishes the final project costs and assessments to be presented at the assessment hearing scheduled for April 12, 1999. The Gethsemane Cemetary assessment is based on final costs associated with driveway relocation and pond excavation in accordance with the developers agreement between New Hope and Gethsemane Cemetary. The final project costs and assessments are summarized below: Amount Assessed Amount Assessed City Property City Cost Total Project Cost $283,411 8,455 2.448.230 $2,740,096 The City Cost is proposed to be financed by City Bonding, Tax Increment Financing, Hennepin County, Storm Water Utility, Joint Water Commission, and Water/Sewer Fund as noted in the Revenue portion. The cost increase (12.6%) is proposed to be financed equally between each revenue source except Assessments, City Bonding and Hennepin County. Hennepin County funding with dollars is limited to $500,000. Therefore, their additional cost is proposed to be financed by City Bonding. However; it should be noted, Hennepin County has increased its participation from that previously estimated in that they're providing construction services at no cost to the City (estimate 4% indirect cost). The Project Schedule, State Aid approval letter, and Bid Tab is attached. Hennepin County is utilizing State Aid Funds to finance their portion of the project while New Hope is not. Its assumed all easements will be finalized by the contract award date (April 26, 1999). The bid results for 42nd Avenue Street Improvements - Project 547 are summarized below: Contractor Low Bid 1. 2. Hardrives, Inc. Thomas & Sons Construction CS McCrossan, Inc, Ryan Contracting, Inc. Midwest Asphalt $1,924,869.20 1,947,931.49 2,091,646.60 2,196,320.25 2,217,558.15 " :) 4. 5 Engineers Estimate $1,915,000.00 cc: Daniel Donahue Valerie Leone Kirk McDonald Steve Sondrall DDB, TRF, VTV PROJECT COSTIREVENUE A) PROJECT COST A) Street B) Gethsemane Driveway C) K Mart Driveway D) Streetscape E 1) Storm Sewer - 42nd Avenue E2) Winnetka Water Main E3) Boone Ave. Pond Subtotal Indirect Cost 25% Subtotal Bury Overhead Electric Easement Subtotal Total 42nd Avenue Improvements Part 1 Project No. 547 Preliminary Report Engineers Estimate Bid Final Cost (Low Bid) Percent Deviation Final to Report $866,930.00 $1,036,940.00 (1) $1,050,870.35 (1) 90,730.00 $107,460.00 88,992.20 54,510.00 $50,600.00 46,550.90 304,250.00 $435,880.00 (2) 479,080.00 (2) 220,890.00 $190,400.00 181,082.50 21,840.00 $34,810.00 45,183.00 143.310.00 $145.660.00 120.948.45 $1,702,460.00 $2,001,750.00 $2,012,707.40 425,540.00 $420,370.00 (3) 422,662.60 (3) $2,128,000.00 $2,422,120.00 $2,435,370.00 $180,000.00 $144,726.00 $144,726.00 125.000,00 160,000.00 160.000.00 $305,000.00 $304,726.00 $304,726.00 $2,433,000.00 $2,726,846.00 $2,740,096.00 (1) Includes Project 547B ($27,563.70 low bid GL Contracting) (2) Includes $60,000 estimate for street lights to be constructed by NSP. (3) Estimate is 21% (not 25%) which assumes 4% for Hennepin County inspection/survey. B) REVENUE Assessment . Assessment Private Property Assessment New Hope Property City Cost City Bonding Tax Increment Financing Hennepin County Storm Water Utility Joint Water Commission Water Sewer Fund Total Preliminary Report $289,030.00 8,456.00 Final $283,411.00 8,455.00 695,514.00 750,000.00 500,000.00 150,000.00 30,000.00 10.000.00 889,790.00 844,500.00 500,000.00 168,900.00 33,780.00 11.260.00 $2,433,000.00 $2,740,096.00 17.5% 12.6% rJJ. ~ Z ~ ~ ~ ~> \0 ~~t-~ o~~ I ~?j~~ ~~l-iO~ -<z~z~ Z :;:;;:J Z ~ Q ~~ uZ ~rJJ.~~~ rJJ.>~== ~-<O~ rJJ."O~-< rJJ.=~~ -<~ ~ I ~ ~ -< ~ MV)'<:j"V)'<:j"'<:j"NO\ \C * OOV)V)'<:j"\o\o-O * '.e .... OO'<:j"--\O\O\OO\ QeI 0 ~ = '<:j"~ OO~ v:S O\~ ..n 0 OO~ M~ ~ 00 ~ QJ - -M'<:j"N - ~ M ~I 5 \C ~ ~ r:Il """ N 0'\ r:Il f;I'} - N QJ tiA fT.t r:Il r:Il ~ 000000V)0 ~ V) v)v)v)v)v)M V) NNNNNNoON ;Z r;. 000000\00 r;. ------ - -. QJ .... ~ ~ NV)\oo\V)\o t"'- = -< . . . . . . l/') r- V)Nt"'--V)- V) -. - v:. ;Z ~ QJ r- '<:j"00V)00'<:j"0 M .- -- Q,.) - -M'<:j"N - """ ~ "Q bJl.... ~ ~ ~ g 5 "-' .... c,.;. 5 ~ g :: o"-'r;.e U < .. r;. * \C -< \0 N -. - N """ ;Z ~ ~ .- ;':"Q.... = ~ = QJ "-' 0 "0 "-' .. .;; ~ r;. ..s QJ "-' e ~ < 0 r- N ~ - QJ ~ ;Z _ 0 ,. ~ l ~ QJ .... r:Il "Q .- r:Il 5 = ~ = ~ <Z -; ~ .... < 0 .... ~ "Q :>-. = ..... 0 rJ1 Q) ...... ~ ..... Q) Q) 6 ~ ...... OJ) Q) .... c: .... u ea Q) ~ .::: <Il CO U @12::9 Q) ::9 ~ Q) ~ CO (';j '5 c: = (';j 0 (';jot:: o......Oco 6 ;': c: 'T' ~ t:: 'T' f!3 c: _ Q) o-.....(';j-~Q)(';j <Il O~8"'~~.....::9'E ..c: ...... (.) Q) (';j I Q) 0 0 Q) Q) ~~Z~~ZZvO v = MV)NM\OM\Ot"'- - 00---000 0 .s 00000000 0 .... 00000000 0 QJ ~ I I I I I I I I I QJ -..----NNN M ..:l rJ1 -------- ..... ,-.... o '<:j" - M - tiA '-' c: o "-= ~ (.) :x: Q) -0 c: o 0- -0 .... ea ,-.... o '<:j" ...... N~ .- - c: = - -.- C-I...tiA C-I...'-' .... V) - . 0 O .- ...... - (.) <Il ? ca ~ = c: c:r' 0 Q) (.) Q) ~ OJ) ..:::l ~ o ~ c.8 Q) Q) .2: :o~ (';j <Il ~ Q) Q)'"O <Il = <Il - (';j (.) .... ea .::: .- ...... ...... r- c: = Q) ..... -0 0 ';:;j 6 Q) -< ~ * * * PROJECT SCHEDULE Present Final Project Costs March 8, 1999 Establish Assessment Hearing-April 12, 1999 March 15, 1999 Approve NSP Agreement (Bury Overhead Utility) March 15, 1999 or March 22, 1999 Award Contract Preliminary Grading Project 547B March 15, 1999 or March 22, 1999 City Council Approve Hennepin County Agreement March 22, 1999 Assessment Hearing April 12, 1999 City Council Award Contract1 April 26, 1999 Hennepin County Board Approve Agreement May 4, 1999 Contractor Begins Construction May 17, 1999 Substantial Completion September 17, 1999 1 Contract Award is contingent on Hennepin County Board approving Agreement at their May 4, 1999 Board Meeting. i(~~~14 \ :s ~ ~1- .; J'OF ~ Minnesota Department of Transportation IHetropolitan Division Office of State Aid \Vaters Edge 1500 \Vest County Road B2 Roseville, Minnesota 55113 Tel: 651-582-1374 Fax: 651-582-1368 March 2,1999 Mark Hanson, PE City Engineer New Hope BONESTROO, ROSL"'E. ANDERUK & ASSOCIATES, INC. 2335 \Vest Highway 36 St Paul, MN 55113 In Reply Refer to: SAP 27-609-28 Construction Plan Dear :\1r. Hanson The above referenced plan has been approved and you are now authorized to advance the status of that project. The original plan has been returned to the designer for printing and processing by the State Aid Division, and will be forwarded to you as soon as possible. Robb Urquhart Metro Division State Aid Project Engineer Cc: G.Coughlin Dan Boyum - BR-\A. 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" '" :"lll"ll~-- .~:i6~~ ~o15:~-- .a...a!.:g -c......... ;:)~w """,,,, . c c = .... c mCl>;:: ~t;s: " Q :IE "O:::'c ; ii !:. i~l ~e:i zo= ~ (") '" 0 '" ~ ~ ~ a: ~ " if " -[Dmz~= ~Q:~~NN ""ll'~3:-;; ..a~~~~ c: ~ C -",e :r_c..: C~ - m ~ri]41 ~W \-\OQ - COUNCIL REQUEST FOR ACTION OIiginatlng Department Public Works Approved for Agenda Agenda Section By: Guy Johnson By: }l) 3-22-99 Consent Item No. 6.17 RESOLUTION CALLING FOR PUBLld HEARING ON ASSESSMENTS FOR STREET AND STORM SEWER IMPROVEMENT NO. 547 REQUESTED ACTION Staff is recommending that Council approve a resolution establishing a public hearing to consider assessments for the 42nd Avenue Improvement, Project No. 547, at the April 12, 1999, Council meeting, POLICY/PAST PRACTICE Assessments are proposed to be assessed on a front foot basis in accordance with New Hope's Assessment Policy, The rate per front foot is based on an equivalent cost to construct a 42 foot wide street. The proposed commercial assessment rate would be $102.50 per front foot. The residential rate in accordance with New Hope's Assessment Policy is 2/3 the commercial rate, or $68.35 per front foot. BACKGROUND . Project 547 Concept Report presented to Council on September 8, 1997 . Project 547 Feasibility Report presented to Council on November 9, 1998 . Resolution ordering construction of Project 547 approved on December 14, 1998 . Resolution declaring cost and ordering preparation of proposed assessments for Project 547 approved on March 15, 1999 FUNDING Proposed project cost is $2,740,096, The proposed cost distribution is as follows: · Assessments $ 283,411 . City Property Assessments 8,455 . City Project Costs 2,448,230 . Proposed Project Costs $2,740,096 . ,~ /l/;J( (~) SECOND BY ((//) )t: j, . _ . .... /./'''.. "" .. ..'1.._,,1] I....--- TO: MOTION BY /; ./ /, "//t"r / c/ 7/ (( l t" ,/. I j~ ) ! /C, [-' I (J~r-J/ Review: Administration: Finance: RFA-OOl Public Hearing on Assessments Project 547 March 22, 1998 Page 2 The City's portion of costs will be paid from the Water/Sewer Utility Fund, Storm Water Utility Fund, Joint Water Commission, City Bonding, funds from Hennepin County, and Tax Increment Financing. A TT ACHMENTS Exhibits A and B, Notice of Hearing on Assessments for Street and Storm Sewer Improvement No, 547 are attached. I: Rfa\Pubworks\547 AssessHearing RESOLUTION NO. 99- 51 RESOLUTION CALLING FOR PUBLIC HEARING ON ASSESSMENTS FOR STREET AND STORM SEWER IMPROVEMENT NO. 547 (New Hope City Center Streetscape Project) WHEREAS, the City Clerk, with the assistance of the City consulting engineer, has prepared an assessment roll for the New Hope City Center Street and Storm Sewer Improvement No, 547, and said proposed assessment roll is on file with the City Clerk and open to public inspection; NOW THEREFORE, BE IT RESOLVED by the City Council of the City of New Hope, Minnesota, as follows: 1. The Clerk shall publish notice that this Council will meet to consider the proposed assessments on April 12, 1999 at 7:00 o'clock p.m. at the City Hall, 4401 Xylon Avenue North of said City of New Hope, Minnesota. The published notice shall be in substantially the form set forth on Exhibit A attached hereto. 2. A copy of the notice in substantially the form set forth in Exhibit B attached hereto shall be mailed to the owners of each parcel of property described in the assessment roll. 3. Said notice attached as Exhibit A hereto shall be published by the City Clerk in the official newspaper at least two weeks prior to the hearing and the notice attached hereto as Exhibit B shall be mailed by the Clerk to the owners of each parcel described in the assessment roll, 4. The owner of any property so assessed may, at any time prior to certification of the assessment to the county auditor, pay the whole of the assessment on such property, with interest accrued to the date of payment, to the Finance Director or Assessment Clerk, except that no interest shall be charged if the entire assessment is paid within 30 days from the adoption of the assessment. At any time thereafter, the owner may pay to the Finance Director or Assessment Clerk the entire amount of the assessment remaining unpaid, with interest accrued to December 31 of the year in which such payment is made. Such payment must be made on or before November 14 or interest will be charged through December 31 of the succeeding year. 5. If the adopted assessment differs from the proposed assessment as to any particular lot, piece or parcel of land, the Clerk shall mail to the owner a notice stating the amount of the adopted assessment. Owners must also be notified by mail of any changes adopted by the Council -1- in interest rates or prepayment requirements from those contained in the mailed notice of the proposed assessment. Adopted by the City Council this 22nd day of March, 1999. :;(hl~ W. Peter Enck, Mayor Attest: fah/Lu~f;{71 f. Valerie Leone, City Clerk ?:\Altorney,Cnh Resoluuons\CNH.Resvlutioo {Public Heu. 547).v.-pd -2- EXIDBIT A NOTICE OF HEARING ON ASSESSMENTS FOR STREET AND STORM SEWER IMPROVEMENT NO. 547 TO WHOM IT MAY CONCERN: TIME AND PLACE AND GENERAL NA TURE OF IMPROVEMENTS: ASSESSMENT ROLE OPEN TO INSPECTION: AREA PROPOSED TO BE ASSESSED: PID NUMBER! ADDRESS: Notice is hereby given that the City Council of the City of New Hope, Minnesota, will meet in the City Hall at 4401 Xylon A venue North in the City of New Hope, Minnesota, on the 12th day of April, 1999 at 7:00 o'clock p.m. to consider objections to the proposed assessments for the New Hope City Center Street and Storm Sewer Improvement No. 547 heretofore ordered by the City Council. The general nature of the improvement is the construction and widening of 42nd A venue from approximately Boone A venue to Winnetka A venue North, providing new sidewalks and gutters on the north side of 42nd A venue North, turn lanes for Xylon A venue North and a center left turn lane, improvement of the storm sewer system installed under 42nd A venue and construction of the Boone A venue pond to be located on the Gethsemane Cemetery property, Included in the project is construction of catch basins, manholes, drain pipes, grading, construction of base and asphalt surface, extensive landscaping on 42nd A venue North and all other appurtenant works and services reasonably required for successful completion of the improvement. The proposed assessment roll is on file with the City Clerk and open to public inspection. The area proposed to be assessed consists of every lot, piece or parcel of land benefitted by said improvement, which has been ordered made and is as follows, in the City of New Hope, Minnesota: All properties abutting 42nd A venue North between Winnetka Avenue North and Zealand Avenue North identified as follows: -3- LEGAL DESCRIPTION: TOTAL AMOUNT OF PROPOSED ASSESSMENT; WRITTEN OR ORAL OBJECTIONS: RlGHT OF APPEAL: LIMITATION ON APPEAL: DEFERMENT ASSESSMENTS: OF 18-118-21-11-0003 18-118-21-11-0005 18-118-21-11-0012 18-118-21-11-0013 18-118-21-11-0016 18-118-21-12-0003 18-118-21-12-0006 18-118-21-12-0007 4201 Winm~tka Avenue North 8100 42nd A venue North 4200 Xylon Avenue North 4300 Xylon A venue North 4201- 4239 Winnetka Avenue North 8320 42nd A venue North 8420 42nd A venue North 8500 42nd Avenue North The total amount proposed to be assessed is $167,486.00, Written or oral objections will be considered at the hearing, An owner of property to be assessed may appeal the assessment to the district court of Hennepin County pursuant to Minnesota Statutes, Section 429.081 by serving notice of the appeal upon the Mayor or Clerk of the City within 30 days after the adoption of the assessment and filing such notice with the district court within ten days after service upon the Mayor or Clerk. No appeal may be taken as to the amount of any assessment adopted by the City Council unless a written objection signed by the affected property owner is filed with the Clerk prior to the assessment hearing or presented to the presiding officer at the hearing. All objections to the assessments not received at the assessment hearing in the manner prescribed by Minnesota Statutes, Section 429.061 are waived, unless the failure to object to the assessment hearing is due to a reasonable cause. Under the provisions of Minnesota Statutes, Sections 435.193 to 435.195, the City may, at its discretion, defer the payment of assessments for any homestead property owned by a person 65 years of age or older for whom it would be a hardship to make the payments, The procedure for applying for such a deferment is set forth in New Hope Code ~ 1.60 et. al., a copy of which is available upon request at the office of the City Clerk. -4- MAILED NOTICE: The notice of this hearing mailed to property owners contains additional information. Accommodations such as sign language interpreter or large printed materials are available upon request at least 5 working days in advance. Please contact the City Clerk to make arrangements (telephone 531-5117, TDD number 531-5109). DATED: March 22, 1999. BY ORDER OF THE CITY COUNCIL \s \ Valerie Leone City Clerk ?:'.AllOm:y\Cnh Resolution5\CNH-R.esolution {Public Hear. 547).1.1.-pd -5- PID NO/OWNER: YOUR ASSESSMENT: INTEREST RATE/TERM: TIME AND PLACE GENERAL NATURE OF IMPROVEMENTS: ASSESSMENT ROLL OPEN TO INSPECTION: AREA PROPOSED TO BE ASSESSED: EXHIBIT B NOTICE OF HEARING ON ASSESSMENTS FOR STREET AND STORM SEWER IMPROVEMENT NO. 547 <<PID>> <<OWNER1 >> <<OWNER2>> <<MAILING ADDRESS>> <<CITY>> <<STATE>> <<ZIP>> $<<AMOUNT >> 6% Over 15 Years Notice is hereby given that the City Council of the City of New Hope, Minnesota, will meet in the City Hall at 4401 Xylon Avenue North in the City of New Hope, Minnesota, on Mondav the 12th day of April, 1999, at 7:00 p.m. to consider objections to the proposed assessments for Improvement No. 547. The general nature of the improvement is the construction and widening of 42nd Avenue from approximately Boone Avenue to Winnetka Avenue North, providing new sidewalks and gutters on the north side of 42nd Avenue North, turn lanes for Xylon Avenue North and a center left turn lane, improvement of the storm sewer system installed under 42nd Avenue and construction of Boone Avenue pond to be located on the Gethsemane Cemetery property. Included in the project is construction of catch basins, manholes, drain pipes, grading, construction of base and asphalt surface, appurtenant works and services reasonably required for successful completion of the improvement. The proposed assessment roll is on file with the City Clerk and open to public inspection. All properties abutting 42nd Avenue North between Winnetka Avenue North and Zealand Avenue North described as follows: Property 10 Nos, 18-118-21-11-0003 18-118-21-11-0005 18-118-21-11-0012 18-118-21-11-0013 18-118-21-11-0016 18-118-21-12-0003 18-118-21-12-0006 18-118-21-12-0007 Address: 4201 Winnetka Avenue North 8100 42nd Avenue North 4200 Xylon Avenue North 4300 Xylon Avenue North 4203-4239 Winnetka Avenue North 8320 42nd Avenue North 8420 42nd Avenue North 8500 42nd Avenue North TOTAL AMOUNT OF PROPOSED ASSESSMENT: WRITTEN OR ORAL OBJECTIONS: RIGHT OF APPEAL: LIMITATION ON APPEAL: DEFERMENT OF ASSESSMENTS: SPECIFIC AMOUNT TO BE ASSESSED: INTEREST RATE: PAYMENT OPTIONS THIS YEAR: The total amount proposed to be assessed is $167,486.00 which Includes an assessment of $8,455,00 for city-owned property. Written or oral objections will be considered at the hearing. An owner of property to be assessed may appeal the assessment to the district court of Hennepin County pursuant to Minnesota Statutes, Section 429.081 by serving notice of the appeal upon the Mayor or Clerk of the City within 30 days after the adoption of the assessment and filing such notice with the district court within ten days after service upon the Mayor or Clerk. No appeal may be taken as to the amount of any assessment adopted by the City Council unless a written objection signed by the affected property owner is filed with the Clerk prior to the assessment hearing or presented to the presiding officer at the hearing. All objections to the assessments not received at the assessment hearing in the manner prescribed by Minnesota Statutes, Section 429.061 are waived, unless the failure to object to the assessment hearing is due to a reasonable cause. Under the provisions of Minnesota Statutes, Sections 435.193 to 435.195, the City may, at its discretion, defer the payment of assessments for any homestead property owned by a person 65 years of age or older for whom it would be a hardship to make the payments. The procedure for applying for such a deferment is set forth in New Hope Code 1,60 et. aI., a copy of which is available upon request at the office of the City Clerk. The amount to be specifically assessed against your particular lot, piece, or parcel of land is stated on the first page of this notice. If the assessment is not paid within 30 days from the adoption of the assessment roll, interest will accrue on the assessment at the rate of 6 %, Interest accrues from the date to be specified in the resolution levyinq the assessment, but not earlier than the date of such resolution. 1 ) FULL PAYMENT - You may prepay the entire assessment to the Finance Director or Assessment Clerk of the City prior to November 30, 1999, when the assessment roll is certified to the County Auditor, To avoid paying interest, you need to prepay the assessment in full within 30 days of the adoption of the assessment, 2) PARTIAL PAYMENT - One partial payment per property will be accepted and credited to any special assessment levied against real property in the City within 30 days from the date the City Council adopts a resolution approving said special assessments, Payments must be made to the Finance Director or Assessment Clerk. The remaining unpaid balance will be certified to the County Auditor and apportioned to the property's real estate 2 PAYMENT IN SUCCEEDING YEARS: taxes for payment per the collection procedure established in Minnesota Statute Chapter 429. In subsequent years, the principal balance remaining may be paid to the Finance Director or Assessment Clerk at any time prior to November 15 of any year, Dated: March 24, 1999 BY ORDER OF THE CITY COUNCIL Valerie Leone, City Clerk 3 GORDON L. JENSEN* WILLIA\l G, SWANSON STEVEN A, SONDRALL MARTIN p, MALECHA C, ALDEN PEARSONt DEAN A, TRONGARDt JuLIE A, THILL OF COUNSEL LORENS Q. BRYNESTAD -R=-al Prop~ny Law Sp::cialist C::nilicd By Tn:: ~1innt:5ota Stat:: Bar AssOi.:iation tQualirit:d ADR St:utr:.:J JENSEN SWANSON & SONDRALL, P.A. Attorneys At Law 8525 EDI~BROOK CROSSI~G, STE. 201 BROOKL y~ PARK, MI~~ESOTA 55443-1999 TELEPHO~E (612) 424-8811 . TELEFA"X (612) 493-5193 March 17, 1999 Guy Johnson Public Works Director City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 (CCQ) Re: Resolution Calling For Public Hearing on New Hope City Center Streetscape Project No. 547 Our File No.: 99.65470 Dear Guy: Please find enclosed for consideration at the March 22, 1999 Council meeting a proposed Resolution Calling for Public Hearing on Assessments for Street and Storm Sewer Improvement No. 547, This resolution officially establishes the assessment hearing for this project on April 12, 1999, In accordance with our procedure on this matter, my office will be responsible for ensuring the Notice of Hearing attached as Exhibit A to the resolution is published in the March 24th addition of the New Hope Post. The City Clerk's office will be responsible for mailing notice of the hearing to the affected property owners on or before March 24th, Complying with the March 24"" deadline will ensure that proper published and mailed notice is made in accordance with Minn, Stat. Chap, 429, Either yourself or Val can contact me if you have any questions or comments concerning the resolution or the requirements for published and mailed notice, Very truly yours, Steven A. Sondrall JENSEN SWANSON & SONDRALL. P.A. Enclosure cc: Valerie Leone Kirk McDonald Dan Donahue P ;'AujJnk:y'SAS,L::u~rs',CNH65";70-{)3.Guy La. 'J.pd RESOLUTION NO. 99- RESOLUTION CALLING FOR PUBLIC HEARING ON ASSESSMENTS FOR STREET AND STORM SEWER IMPROVEMENT NO. 547 (New Hope City Center Streetscape Project) WHEREAS, the City Clerk, with the assistance of the City consulting engineer, has prepared an assessment roll for the New Hope City Center Street and Storm Sewer Improvement No, 547, and said proposed assessment roll is on file with the City Clerk and open to public inspection; NOW THEREFORE, BE IT RESOLVED by the City Council of the City of New Hope, Minnesota, as follows: 1. The Clerk shall publish notice that this Council will meet to consider the proposed assessments on April 12, 1999 at 7:00 o'clock p.m. at the City Hall, 4401 Xylon Avenue North of said City of New Hope, Minnesota. The published notice shall be in substantially the form set forth on Exhibit A attached hereto. 2. A copy of the notice in substantially the form set forth in Exhibit B attached hereto shall be mailed to the owners of each parcel of property described in the assessment roll. 3. Said notice attached as Exhibit A hereto shall be published by the City Clerk in the official newspaper at least two weeks prior to the hearing and the notice attached hereto as Exhibit B shall be mailed by the Clerk to the owners of each parcel described in the assessment roll. 4. The owner of any property so assessed may, at any time prior to certification of the assessment to the county auditor, pay the whole of the assessment on such property, with interest accrued to the date of payment, to the Finance Director or Assessment Clerk, except that no interest shall be charged if the entire assessment is paid within 30 days from the adoption of the assessment. At any time thereafter, the owner may pay to the Finance Director or Assessment Clerk the entire amount of the assessment remaining unpaid, with interest accrued to December 31 of the year in which such payment is made. Such payment must be made on or before November 14 or interest will be charged through December 31 of the succeeding year. 5. If the adopted assessment differs from the proposed assessment as to any particular lot, piece or parcel of land, the Clerk shall mail to the owner a notice stating the amount of the adopted assessment. Owners must also be notified by mail of any changes adopted by the Council -1- in interest rates or prepayment requirements from those contained in the mailed notice of the proposed assessment. Adopted by the City Council this 22nd day of March, 1999. W. Peter Enck, Mayor Attest: Valerie Leone, City Clerk P:'.AttOm::y\Cnh Resolutions\CNH.R.esolution (Public Hear. 541).">1t-pd -2- EXIDBIT A NOTICE OF HEARING ON ASSESSMENTS FOR STREET AND STORM SEWER IMPROVEMENT NO. 547 TO WHOM IT MAY CONCERN: TIME AND PLACE AND GENERAL NA TURE OF IMPROVEMENTS: ASSESSMENT ROLE OPEN TO INSPECTION: AREA PROPOSED TO BE ASSESSED: PID NUMBER! ADDRESS: Notice is hereby given that the City Council of the City of New Hope, Minnesota, will meet in the City Hall at 4401 Xylon A venue North in the City of New Hope, Minnesota, on the 12th day of April, 1999 at 7:00 o'clock p.m. to consider objections to the proposed assessments for the New Hope City Center Street and Storm Sewer Improvement No. 547 heretofore ordered by the City Council. The general nature of the improvement is the construction and widening of 42nd A venue from approximately Boone A venue to Winnetka A venue North, providing new sidewalks and gutters on the north side of 42nd A venue North, turn lanes for Xylon A venue North and a center left turn lane, improvement of the storm sewer system installed under 42nd A venue and construction of the Boone A venue pond to be located on the Gethsemane Cemetery property, Included in the project is construction of catch basins, manholes, drain pipes, grading, construction of base and asphalt surface, extensive landscaping on 42nd A venue North and all other appurtenant works and services reasonably required for successful completion of the improvement. The proposed assessment roll is on file with the City Clerk and open to public inspection. The area proposed to be assessed consists of every lot, piece or parcel of land benefitted by said improvement, which has been ordered made and is as follows, in the City of New Hope, Minnesota: All properties abutting 42nd A venue North between Winnetka Avenue North and Zealand Avenue North identified as follows: -3- LEGAL DESCRIPTION: TOTAL AMOUNT OF PROPOSED ASSESSMENT; WRITTEN OR ORAL OBJECTIONS: RIGHT OF APPEAL: LIMITATION ON APPEAL: DEFERMENT ASSESSMENTS: OF 18-118-21-11-0003 18-118-21-11-0005 18-118-21-11-0012 18-118-21-11-0013 18-118-21-11-0016 18-118-21-12-0003 18-118-21-12-0006 18-118-21-12-0007 4201 Winnetka Avenue North 8100 42nd Avenue North 4200 Xylon Avenue North 4300 Xylon A venue North 420;:- 4239 Winnetka A venue North :3 8320 42nd Avenue North 8420 42nd A venue North 8500 42nd Avenue North The total amount proposed to be assessed is $167,486.00, Written or oral objections will be considered at the hearing, An owner of property to be assessed may appeal the assessment to the district court of Hennepin County pursuant to Minnesota Statutes, Section 429.081 by serving notice of the appeal upon the Mayor or Clerk of the City within 30 days after the adoption of the assessment and filing such notice with the district court within ten days after service upon the Mayor or Clerk. No appeal may be taken as to the amount of any assessment adopted by t~e City Council unless a written objection signed by the affected property owner is filed with the Clerk prior to the assessment hearing or presented to the presiding officer at the hearing. All objections to the assessments not received at the assessment hearing in the manner prescribed by Minnesota Statutes, Section 429.061 are waived, unless the failure to object to the assessment hearing is due to a reasonable cause. Under the provisions of Minnesota Statutes, Sections 435.193 to 435.195, the City may, at its discretion, defer the payment of assessments for any homestead property owned by a person 65 years of age or older for whom it would be a hardship to make the payments. The procedure for applying for such a deferment is set forth in New Hope Code S 1.60 et. al., a copy of which is available upon request at the office of the City Clerk. -4- MAILED NOTICE: The notice of this hearing mailed to property owners contains additional information. Accommodations such as sign language interpreter or large printed materials are available upon request at least 5 working days in advance, Please contact the City Clerk to make arrangements (telephone 531-5117, TDD number 531-5109), DATED: March 22, 1999. BY ORDER OF THE CITY COUNCIL \s\ Valerie Leone City Clerk P:,AltOm:y\Cnh ResolutionslCNH-Resolution (Public Hear ~ 547).\l.-pd -5- March 24, 1 999 SUBJECT: NEW HOPE CITY CENTER STREETSCAPE PROJECT NO. 547 Dear New Hope Property Owner: A public hearing has been scheduled by the New Hope City Council for April 12, 1999, at 7:00 p.m. at City Hall, 4401 Xylon Avenue North, to consider the New Hope City Center Streetscape Project No. 547. The general nature of the improvement is the construction and widening of 42nd Avenue from approximately Boone Avenue to Winnetka Avenue North, new sidewalks and gutters on the north side of 42nd Avenue North, improvement of the storm sewer system installed under 42nd Avenue, construction of the Boone Avenue pond to be located on the Gethsemane Cemetery property, and all other services reasonably required therefor, to serve this area. The estimated total cost of the improvement is $2,740,096.00. Pursuant to the City's assessment policy, it is estimated that $2-97,486.00 of said costs will be assessed to benefitted properties. c2 71 f'rf::;b ; Property owners receiving this Notice are included in the assessment proiect. Please plan to attend the public hearing on April 12th, 1999. Questions regarding this project may be directed to Mark Hanson, Bonestroo, Rosene, Anderlik & Associates, at 604-4838. 1/....-, ) (1;;1'>1/ Sincerely, Valerie Leone City Clerk V JUgkv Enclosures COUNCIL m -t~41 ~~ HO~ - REQUEST FOR ACTION OIiginatlng Department Public Works Approved for Agenda Agenda Section 4-12-99 Public Hearing Item No. RESOLUTION ADOPTING IMPROVEMENT NO. 547 By:,? I ASSESSMENTS 7.1 By: Guy Johnson FOR STREET AND STORM SEWER REQUESTED ACTION Staff is recommending that the Council approve a resolution adopting the proposed assessments for Improvement No, 547 follO\<1ing the close of the public hearing. POLICY/PAST PRACTICE Assessments are proposed to be on a front foot basis, in accordance with New Hope's Assessment Policy. The rate per front foot is based on an equivalent cost to construct a 42 foot wide street. The proposed commercial assessment rate would be $102,50 per front foot. The residential rate, in accordance with New Hope's Assessment Policy, is two-thirds the commercial rate, or $68.35 per front foot. BACKGROUND . Project 547 Concept Report presented to Council on September 8, 1997 . Project 547 Feasibility Report presented to Council on November 9, 1998 . Resolution ordering construction of Project 547 approved on December 14, 1998 . Resolution declaring cost and ordering preparation of proposed assessments for Project 547 approved on March 15, 1999 . Resolution calling for a public hearing on assessments for Project 547 on March 22, 1999 . Assessment Hearing for Project 547 on April 12, 1999 . Award Contract for Project 547 on April 26, 1999 . Start Construction of Project 547 May 10, 1999 MOTION BY /t)lnjL/~/01l!X)ljU TO: ('";hJL 7vLz7' /3'1 /'1 - //) SEeeNfJBY f!.fiflil.Ji-i (IJ!/)(}I!j/u t1 ~i;.A oa~o .f rl'Ji J / /1J!../J 71- '? I Review: Administration: Finance: RFA-OOl Assessment Hearing Project 547 April 12, 1999 Page 2 FUNDING Proposed project cost is $2,740,096. Assessments City Property Assessments City Project Costs Proposed Project Costs The proposed cost distribution is as follows: $ 283,411 8,455 2,448,230 $ 2,740,096 The City's portion of costs will be paid by the Water/Sewer Utility Fund, Storm Water Utility Fund, Joint Water Commission, City Bonding, funds from Hennepin County, and Tax Increment Financing, ATTACHMENTS A memorandum is attached that reviews the assessments and bids, and includes the final assessment roll, I: Rfa\PubWorks\54 7PublicHearingAssess RESOLUTION NO. 99- 69 RESOLUTION ADOPTING ASSESSMENT FOR IMPROVEMENT PROJECT NO. 547 (New Hope City Center Streetscape Project) WHEREAS, pursuant to notice duly given as required by law, the City Council has met, heard and passed upon all objections to the proposed assessment for Improvement Project No. 547, and has amended such proposed assessment as it deems just; NOW, THEREFORE, BE IT RESOLVED by the City Council ofthe City of New Hope as follows: 1. Such proposed assessment, a copy of which is attached hereto and made a part hereof is hereby accepted and shall constitute the special assessment against the lands named therein, and each tract of land therein is hereby found to be benefitted by the proposed improvement. 2. Such assessments shall be as follows: a. The assessments shall be payable in equal annual installments extending over a period of fifteen (15) years, the first of said installments to be payable with general taxes for the year 2000, collectible with such taxes during the year 2000. b. To the first installment shall be added interest at the rate of six (6 %) percent per annum on the entire principal amount of the assessment from the date of this resolution until December 31 of the year in which such installment is payable. To each subsequent installment, when due there shall be added interest for one year at said rate on the unpaid principal amount of the assessment. c. The owner of any property so assessed may at any time prior to the certification of the assessment or the first installment thereof to the County Auditor, pay the whole of the principal amount of the assessment on such property with interest accrued to the date of payment to the City Finance Director or Assessment Clerk, except that no interest shall be charged if the entire assessment is paid within 30 days from the date hereof; and such property owner may at any time prior to November 15 of any year pay to the County Auditor the entire principal amount of the assessment remaining due with interest accrued to December 31 of the year in which said payment is made. 3. The City Clerk shall forthwith transmit a certified duplicate copy of this assessment to the County Auditor to be extended on the tax list of the County. -1- Attest: Adopted by the City Council this 12th day of April, 1999. ~~ ' , / > ",,'/. .IL ';J'U Valerie Leone, City Clerk P:\Auorncy\SAS\Docum::ots\reso--improv 547 adoption assess.wpd w!~ -2- ::: ::::: '"' ~ ~ '"' "" :;; 2 ::::: .... Vl ~ ::: o :: Vl Vl 3: .. Z C'J ~ '" ::::: t"'l Vl Vl ::: .. - Z C'J .. 52 '" ::::: t"'l Vl 'JJ N 9 ..,: ~ ~ ~ ; .. ::: o ... Z .., 9=~ ~~ ::;eqo ~~ ';0 co co ~re co co ~~ ';0, NN '" '" NN '" '" ~; '" '" '" - - - - - - 00 00 00 00 00 00 00 ;2;;;:-: 00 0- -..Jc- WC- c-w "';:;; w <"1Cl ~~ ZS: S:<"1 s: =0 ;;:~ m.. >= 8 :::::r- :;;t.Il ::=::.-< rt1S2 :;;.... - '""' c,...., ,... rtiz miS ~~ ~~ z 630 t.Il"O ~ :~ ~~ ,...> :;i5c c> ~~ :::; -';:0:: (I:: Z(I:: 0(1:: C.f.l~ <"1 "';cr. 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Vi" (S' o '" , '" '" ;:? <; ::: ::j ~ ~ GORDON L. JENSEN* WILLIAM G, SWANSON STEVEN A, SONDRALL MARTIN p, MALECHA C, ALDEN PEARSONt DEAN A, TRONGARDt JULIE A, THILL OF COUNSEL LORENS Q, BRYNESTAD *R:::al Property Law Spt:t:ialist G:niried By The ~iinn~sota State Bar Assodation rQualirit:'d. ADR Neutral JENSEN SWANSON & SONDRALL, P.A. Attorneys At Law 8525 EDINBROOK CROSSING, STE. 201 BROOKLYN PARK, MINNESOTA 55443-1999 TELEPHONE (612) 424-8811 . TELEFA.X (612) 493-5193 April 6, 1999 Guy Johnson Public Works Director City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 '\\ \\r/' u Re: Infrastructure Improvement Project No. 547/ 42nd A venue Streetscape Project Our File No. 99.65470 Dear Guy: Please find enclosed for consideration at the April 12, 1999 Council meeting a proposed Resolution Adopting Assessment For Improvement Project No. 547. This resolution establishes the special assessments for the 8 benefitting properties on the north side of 420d Avenue. The City Engineer's March 31, 1999 memo sets forth the final assessment roll for this project. Please keep in mind that if there are any objections to the assessments at the April 12th meeting, the objecting property owner will have 30 days from the date of the objection to file an appeal from the assessment assuming the assessment roll is approved at the April 12, 1999 meeting, Objections may be filed in writing or may be made verbally at the meeting. As you know, this is a public hearing at the April 12th meeting to consider the assessments. Therefore, the City Council will need to take action to close the public hearing and then will need to vote on the adoption of the assessment roll. Please contact me if you have any questions or comments regarding this resolution. Very truly yours, Steven A. Sondrall JENSEN SWANSON & SONDRALL. P,A. Enclosure cc: Dan Donahue Kirk McDonald Valerie Leone CNH6547()..Q5,Guy Ltr. wpd PID NO/OWNER: YOUR ASSESSMENT: INTEREST RA TE/TERM: TIME AND PLACE GENERAL NATURE OF IMPROVEMENTS: ASSESSMENT ROLL OPEN TO INSPECTION: AREA PROPOSED TO BE ASSESSED: NOTICE OF HEARING ON ASSESSMENTS FOR STREET AND STORM SEWER IMPROVEMENT NO. 547 <<PID>> <<OWNER1 )) <<OWNER2)) <<MAILING ADDRESS>) <<CITY>) <<STATE>> <<ZIP>> $<<AMOUNT >> 6% Over 15 Years Notice is hereby given that the City Council of the City of New Hope, Minnesota, will meet in the City Hall at 4401 Xylon Avenue North in the City of New Hope, Minnesota, on Mondav the 12th day of April, 1999, at 7:00 p.m. to consider objections to the proposed assessments for Improvement No. 547. The general nature of the improvement is the construction and widening of 42nd Avenue from approximately Boone Avenue to Winnetka Avenue North, providing new sidewalks and gutters on the north side of 42nd Avenue North, turn lanes for Xylon Avenue North and a center left turn lane, improvement of the storm sewer system installed under 42nd Avenue and construction of Boone Avenue pond to be located on the Gethsemane Cemetery property. Included in the project is construction of catch basins, manholes, drain pipes, grading, construction of base and asphalt surface, appurtenant works and services reasonably required for successful completion of the improvement. The proposed assessment roll is on file with the City Clerk and open to public inspection. All properties abutting 42nd Avenue North between Winnetka Avenue North and Zealand Avenue North described as follows: Property 10 Nos. 18-118-21-11-0003 18-118-21-11-0005 18-118-21-11-0012 18-118-21-11-0013 1 8-11 8- 21-11-001 6 18-118-21-12-0003 1 8-11 8- 21-1 2-0006 18-118-21-12-0007 Address: 4201 Winnetka Avenue North 8100 42nd Avenue North 4200 Xylon Avenue North 4300 Xylon Avenue North 4203-4239 Winnetka Avenue North 8320 42nd Avenue North 8420 42nd Avenue North 8500 42nd Avenue North TOTAL AMOUNT OF PROPOSED ASSESSMENT: WRITTEN OR ORAL OBJECTIONS: RIGHT OF APPEAL: LIMITATION ON APPEAL: DEFERMENT OF ASSESSMENTS: SPECIFIC AMOUNT TO BE ASSESSED: INTEREST RATE: PAYMENT OPTIONS THIS YEAR: The total amount proposed to be assessed is $167,486.00 which includes an assessment of $8,455,00 for city-owned property, Written or oral objections will be considered at the hearing. An owner of property to be assessed may appeal the assessment to the district court of Hennepin County pursuant to Minnesota Statutes, Section 429.081 by serving notice of the appeal upon the Mayor or Clerk of the City within 30 days after the adoption of the assessment and filing such notice with the district court within ten days after service upon the Mayor or Clerk, No appeal may be taken as to the amount of any assessment adopted by the City Council unless a written objection signed by the affected property owner is filed with the Clerk prior to the assessment hearing or presented to the presiding officer at the hearing. All objections to the assessments not received at the assessment hearing in the manner prescribed by Minnesota Statutes, Section 429.061 are waived, unless the failure to object to the assessment hearing is due to a reasonable cause. Under the provisions of Minnesota Statutes, Sections 435.193 to 435,195, the City may, at its discretion, defer the payment of assessments for any homestead property owned by a person 65 years of age or older for whom it would be a hardship to make the payments. The procedure for applying for such a deferment is set forth in New Hope Code 1.60 et. aI., a copy of which is available upon request at the office of the City Clerk, The amount to be specifically assessed against your particular lot, piece, or parcel of land is stated on the first page of this notice. If the assessment is not paid within 30 days from the adoption of the assessment roll, interest will accrue on the assessment at the rate of 6%. Interest accrues from the date to be specified in the resolution levvinq the assessment, but not earlier than the date of such resolution. 1 ) FULL PAYMENT - You may prepay the entire assessment to the Finance Director or Assessment Clerk of the City prior to November 30, 1999, when the assessment roll is certified to the County Auditor, To avoid paying interest, you need to prepay the assessment in full within 30 days of the adoption of the assessment, 2) PARTIAL PAYMENT - One partial pavment per property will be accepted and credited to any special assessment levied against real property in the City within 30 days from the date the City Council adopts a resolution approving said special assessments. Payments must be made to the Finance Director or Assessment Clerk, The remaining unpaid balance will be certified to the County Auditor and apportioned to the property's real estate 2 PAYMENT IN SUCCEEDING YEARS: taxes for payment per the collection procedure established in Minnesota Statute Chapter 429. In subsequent years, the principal balance remaining may be paid to the Finance Director or Assessment Clerk at any time prior to November 15 of any year. Dated: March 24, 1999 BY ORDER OF THE CITY COUNCIL Valerie Leone, City Clerk 3 Bonestroo Rosene AnderJik & Associates Bonesrroo, Rosene. Anderllk and Associates, Inc. is an Aflirmative Action,/Equal Opportunity Employer Principals: Otto G. Bonestroo. PE. . Joseph C. Anderlik, I'E, . Marvin L, Sorvala. P.E. . Richard E. Turner. PE. . Glenn R. Cook. P.E. . Robert G. Schunicht. P.E. . Jerry A. Bourdon. PE. . Robert VI. Rosene. P.E. and Susan M. Eberlin, C.P.A.. Senior Consultants AssoCIate PnnClpa/s: Howard A. Sanford. P.E, . Keith A. Gordon, P.E. . Robert R. Pfefferle, I'E. . Richard W. Foster. P.E. . David O. Loskota. PE. . Robert C Russek. A.LA. . Mark A. Hanson, P.E . Michael T. Rautmann. PC. . Ted K.FieJd. P.E. . Kenneth P. Anderson. PE. . Mark R. Rolfs. FE . Sidney P. Williamson, P.E.. L.S. . Robert F. Kotsmith . Agnes M. Ring. Michael P. Rau. P.E. . Allan Rick Schmidt. P.E, Offices: St. Paul, Rochester, VJilfmar and St. Cloud. MN . rvlilwaukee. '-VI Engineers & Architects ~Vebslte: www.bonestroo.com MEMORANDUlVI To: Guy Johnson From: Mark Hanson Subject: Project Cost, Revenue, Assessment 42nd Avenue Improvements - Part 1 City Project No. 547, CSAH 27-609-28 File No. 34-98-186 Date: March 31,1999 The Final Assessment Roll is attached for the property abutting 42nd Avenue which has been prepared in accordance with the preliminary report. The rate per front foot is based On an equivalent cost to construct a 42' wide street. The rate per front foot is the same rate presented at the public hearing (December 14, 1998) and is summarized below: Commercial Residential Public Hearing RatelFF $102.50 68.35 The attached information establishes the final project costs and assessments to be presented at the assessment hearing scheduled for April 12, 1999. The Gethsemane Cemetery assessment is based on [mal costs associated ,...ith driveway relocation and pond excavation in accordance v.ith the developers agreement between New Hope and Gethsemane Cemetery. The [mal project costs and assessments are summarized below: Amount Assessed &"llount Assessed City Property City Cost Total Project Cost $283,411 8,455 2.448.230 $2,740,096 2335 West Highway 36 IJI St. Paul, MN 55113 " 651-636-4600 " Fax: 651-636-1311 The City Cost is proposed to be fInanced by City Bonding, Tax Increment Financing, Hennepin County, Storm Water Utility, Joint Water Commission, and Water/Sewer Fund as noted in the Revenue portion. 'The cost increase (12.6%) is proposed to be fInanced equally between each revenue source except Assessments, City Bonding and Hennepin County. Hennepin County funding with dollars is limited to $500,000. Therefore, their additional cost is proposed to be fmanced by City Bonding. However; it should be noted, Hennepin County has increased its participation from that previously estimated in that they are providing construction services at no cost to the City (estimate 4% indirect cost). Hennepin County is utilizing State Aid Funds to finance their portion of the project while New Hope is not, It is assumed that all easements will be fInalized by the contract award date (April 26, 1999). The bid results for 42nd Avenue Street Improvements - Project 547 are summarized below: Contractor Low Bid 1. 2. 3 4. 5 Hardrives, Inc. Thomas & Sons Construction CS McCrossan, Inc, Ryan Contracting, Inc. Midwest Asphalt $1,924,869.20 1,947,931.49 2,091,646.60 2,196,320.25 2,217,558.15 Engineers Estimate $1,915,000.00 Attachments cc: Daniel Donahue Valerie Leone Kirk McDonald Steve Sondrall DDB, TRF, VTV .... "" ~ ~ ;==3 ..... I ~ t:i> ~ ~ :: r", 1"'\ '.11../, ;:;Y"""'CJ'1 ~O>~ _." ..."". r", Ifi==f '===l ~ 1.J1.J ~~~CJ'1~ ZllZ~~ ?-3e~Z wZ~Z> f-OI===t;==3t"'i \0. ~ ~ CftJt"'eO ......s..~ QO-JI"WL"" 0\ Oe- -< ~ ~ ~ Z -3 CI'J - NNN=====I W , I I , I I 1 I J ' 0 00000000 0 00000000 . 0 000---00- - -...Jo\WO\WNVlW ,-.., ::;022;:;:::3;:23;:- _J ~ (:; 0 0 ('"J I ,.... (b n ::;- ~C:""'I~~;:i~o '" -G~--,--O (':; -- ~""":-...:...- ..oJ _ ....J c.n ,......, _ n ,..... ....J .... ~O~-o ~--5=- ~ ::l =_ ~ ...... (':; C':; (':; C- ('l) c:~~("') ~ tn ("') =- ~ C':; = .... -..oJ (1l a:: :::. ^ :3 C':; -=3 ('l) ""'I Cb r:n 0 ""'I - ... '< - -=3 .... - > 0 t"" :t - Z> ~ 3 ~ . 0" ~ t:> ~ ~ 0" o - Z .... t:> "- - >- N >:::: tn t:> ~ tn tn ~ (":) -- "'l tn Q. o tn t:> :: = = ....0":::. 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W ~ o '-' A) PROJECT COST A) Street B) Gethsemane Driveway C) K Mart Driveway D) Streetscape E1) Storm Sewer - 42nd Avenue E2) Winnetka Water Main E3) Boone Ave. Pond Subtotal Indirect Cost 25% Subtotal Bury Overhead Electric Easement Subtotal Total PROJECT COST/REVENUE 42nd Avenue Improvements Part 1 Project No. 547 Preliminary Engineers Final Cost Report Estimate Bid (Low Bid) $866,930.00 S1.036,940.00 (I) $1,050,870.35 (1) 90,730.00 $107,460.00 88,992.20 54,510.00 $50,600.00 ' 46,550.90 304,250.00 5435,880.00 (2) 479,080.00 (2) 220,890.00 $190,400.00 181,082.50 21,840.00 $34,810.00 45,183.00 143.310.00 $145.660.00 120.948.45 $1,702,460.00 $2,001,750.00 425,540.00 $420,370.00 (3) $2,128,000.00 $2,422,120.00 $2,012,707.40 422,662.60 (3) $2,435,370.00 $180,000.00 125.000.00 $144,726.00 160,000.00 $144,726.00 "-160.000.00 $305,000.00 $304,726.00 $2,433,000.00 $2,726,846.00 $304,726.00 $2,740,096.00 (1) Includes Project 547B ($27,563.70 low bid GL Contracting) (2) Includes $60,000 estimate for street lights to be constructed by NSP. (3) Estimate is 21 % (not 25%) which assumes 4% for Hennepin County inspection/survey. B) REVENUE Assessment Assessment Private Property Assessment New Hope Property City Cost City Bonding , Tax Increment Financing Hennepin County Storm Water Utility Joint Water Commission Water Sewer Fund Total Preliminary Report $289,030.00 8,456.00 Final $283,411.00 8,455.00 695,5 14.00 750,000.00 500,000.00 150,000.00 30,000.00 10.000.00 889,790.00 844,500.00 500,000.00 168,900.00 33,780.00 11.260,00 $2,433,000.00 $2,740,096.00 Percent Deviation Final to Report 17.5% 12.6% APPRAISAL CONCEPTS, INC. Residential - Commercial - Industrial - Equipment 2310 West County Rood D New Brighlon, Minnesola 55112 October 1, 1996 Real Eslale - (612) 636-2565 Equipment - (612) 633-0779 Fox - (612) 633-0394 Catholic Cemeteries C/O Mr. John Cherek 400 Selby Avenue St. Paul, Minnesota 55102 City of New Hope C/O Kirk McDonald 4401 Xylon Avenue North New Hope, Minnesota 55428-4898 Gentlemen: Pursuant to the requirements of we appointed appraisers in the 'Planned Unit Development Agreement and Conditional Use Permit for Gethsemane Cemetery,' dated January 1, 1994, we have agreed upon the appraised values quoted below for three acquisition scenarios. The basic appraisal was completed by William Cushman and consists of a limited restricted report contained mostly in the files at his office. Significant supporting documentation was examined in his files and the fair market value as required on page four of the Agreement is as follows: Total Compensation Breakdown - All Plans: Plan A - Temporary Easement $ 14,650.00 Plan B - (Basic) Permanent Easement $ 19,598.00 Temporary Easement $ 27,130.00 Total Compensation $ 46,728.00 SAY: $ 46,750.00 Plan C - (Ultimate) Permanent Easement $ 75,338.00 Temporary Easement $ 44,851. 66 Total Compensation SAY: = $120,189.66 $120,200.00 Please recognize that the cost of moving fences, gates, sprinkler heads, and any utility connections are not considered under any scenario. Plan A considers only a temporary construction easement of 12,899 square feet. Plan B (Basic) considers a permanent easement of 10,400 square feet and temporary construction easement of 17,600 square feet. Plan C considers a permanent easement of 30,865 square feet and a temporary easement of 29,008 square feet. All proposed acquisitions are a strip along the south side of 42nd Avenue North and do not affect any burial sites. Invoices for services rendered will follow. Half of William Cushman's fee will be billed to each of you. Sincerely ohn'Steensl 3378 Buckbee Road Robert Johnson Associates White Bear Lake, MN 55110 '"'I , 11 f~J:. /..JU\."';> Bradjorklund, MAl, SRA 2852 Anthony Lane South BCL Appraisals Minneapolis, MN 55418 d--aL~_ # L~ William Cushman, MAl Appraisal Concepts, Inc. 2310 County Road D New Brighton, MN 55112 DESCRIPTION OF THE EASEMENT ACQUISITIONS: It is our understanding via the PUD agreement between the city of New Hope and the cemetery representatives that a 12,000 +/- square foot area along 42nd Avenue has already been dedicated to the city by the cemetery. This 12,000 +/- square feet is between 0-17' deep (tapers to 0 at Boone Avenue, gradually expands east to 17' and tapers back gradually to 0 proceeding east to just east of the existing easterly drive). This 12,000 +/- square foot area is to be used for roadway purposes. In addition to this 12,000 +/- square feet, the proposed easement acquisitions are situated south of and adjacent to the original 12,000 +/- square feet. Upon physical inspection of the property it was apparent that several mature trees were situated within the easement areas. It is our understanding that these trees will be removed for the completion of the road construction. Due to the size of the trees it will be impossible to replace them, therefore we have compensated for the loss with the cost of several small trees. There are three different potential acquisition areas to be described and considered herein, they are as follows: PLAN A: Temporary Easement: This plan requires only a temporary easement that would be situated immediately south of and adjacent to the 12,000 +/- square feet that has been dedicated. As per New Hope City Engineer, Mr. Mark Hanson, this area would include 10' of width. The intent of the easement would be for construction and grading purposes during the road improvement project. At this time there are no spot elevation plans available, therefore the exact slope in the after position is an estimate. It is our understanding as per Mark Hanson, that the change in grade in the after position will not exceed 12". For compensation purposes we have estimated approximately 1/2 of the temporary easement area will have a grade change greater than 6" in the after position. The temporary easement compensation is based on a six month reversion factor at 8.5%, this interest rate was used to compute the reversion factor as it is considered to be the most approximate interest rate currently available through most lending institutions. The rate fluctuates somewhat between various lenders depending on mortgage variables, type of loan etc. 1 Please note that any sod, asphalt, or concrete curbing located within the temporary easement area will be restored in whole upon completion of the road construction, therefore these improvements have not been compensated for herein. In addition it is our understanding that two underground sprinkler heads located within the easement area will have to be relocated and should be billed separately to the city, they are not included herein. 12,899 +/- SF of land area @ $.80/SF Reversion Factor: 6 months @ 8.5%: $10,319.20 x .959233 $ 9,898.52 $10,319.20 -$ 9,898.52 Temporary Easement Compensation $ 420.68 Estimated area with a grade change in excess of 6": 12,899 +/- SF ./. 2 = 6,450 +/- SF, compensated at $.40/SF (1/2 of $.80/SF) 6,450 +/- SF x $.40/SF = $ 2,580.00 Slope Easement Compensation $ 2,580.00 Improvements in the temporary easement area*: One 18" dbh White Oak tree @ $632.00 x3**= $ 1,896.00 One 30" dbh Red Oak tree @ $632.00 x 4 $ 2,528.00 One 24" dbh White Oak tree @ $632.00 x 4 $ 2,528.00 One 10" dbh White Spruce @ $697.00 x 2 $ 1,394.00 One 8" dbh White Spruce @ $697.00 x 2 $ 1,394.00 One 10" dbh White Spruce @ $697.00 x 2 $ 1,394.00 10 Clumps @ 12' high - Honeysuckle hedge @ $25.00 ea. $ 250.00 10 Clumps @ 12' high - Honeysuckle hedge @ $25.00 ea. $ 250.00 Total Compensation for the Improvements $11,634.00 Total Temporary Easement Compensation = $14,634.68 *The following improvements will be relocated if necessary and have not been compensated for herein: City Identification Sign Cemetery 8' x 5' Wooden Identification Sign **This number represents the number of young trees necessary to reasonably replace the existing mature trees to be removed. 2 The cost data cited was obtained by Lyndale Garden Center, County Road 42, Burnsville, Bachman's Landscaping, Lyndale Avenue South, Minneapolis, Jerry's Landscaping (JLM) 60th and Pillsbury, Minneapolis and Bituminous Roadways Inc., Inver Grove Heights. All of the cost data cited is installed, the sod cost includes a final grade although it does not include additional top soil or prep work if needed. 3 PLAN B: (BASIC) Permanent Easement: This plan includes an additional 10,400 +/- square feet immediately adjacent east and south of the original 12,000 +/- square feet. This easement proceeds farther east where the 12,000 ends at approximately station 6.00 and continues to a point at approximately station 10.00. Plan B is also between 0-17' deep as noted on the map provided. 10,400 +/- SF of land area @ $ .80/SF $ 8,320.00 Improvements in the permanent easement area: Sod - 10,400 SF or 1,156 SYds. @ $2.52/SY $2,914.00 One 6" dbh White Spruce @ $697.00 x 2* $1,394.00 One 6" dbh White Spruce @ $697.00 x 2 $1,394.00 One 6" dbh White Spruce @ $697.00 x 2 = $1,394.00 One 6" dbh White Spruce @ $697.00 x 2 = $1,394.00 One 6" dbh White Spruce @ $697.00 x 2 = $1,394.00 One 6" dbh White Spruce @ $697.00 x 2 $1,394.00 Total Compensation for the Improvements $ 11,278.00 Total Permanent Easement Compensation $ 19,598.00 *This number represents the number of young trees necessary to reasonably replace the existing mature trees to be removed. The cost data cited was obtained by Lyndale Garden Center, County Road 42, Burnsville, Bachman's Landscaping, Lyndale Avenue South, Minneapolis, Jerry's Landscaping (JLM), 60th and Pillsbury, Minneapolis, and Bituminous Roadways Inc., Inver Grove Heights. All of the cost data cited is installed, the sod cost includes a final grade although it does not include additional top soil or prep work if needed. Temporary Easement: This plan would include a 10' wide strip running immediately south of and adjacent to the entire 22,400 +/- square feet (original 12,000 +/- SF and additional 10,400 +/- SF). At this time there are no spot elevation plans available, therefore the exact slope in the after position is an estimate. It is our understanding as per Mark Hanson, that the change in grade in the after position will not exceed 12". For compensation purposes we have estimated approximately 1/2 of the temporary easement area will have a grade change greater than 6" in the after position. 4 The temporary easement compensation is based on a six month reversion factor at 8.5%, this interest rate was used to compute the reversion factor as it is considered to be the most approximate interest rate currently available through most lending institutions. The rate fluctuates somewhat between various lenders depending on mortgage variables, type of loan etc. Please note that any sod, asphalt, or concrete curbing located within the temporary easement area will be restored in whole upon completion of the road construction, therefore these improvements have not been compensated for herein. 17,600 +1- SF of land area @ $.80/SF Reversion Factor: 6 months @ 8.5% = $14,080.00 x .959233 $ 14,080.00 -$ 13,506.00 $ 574.00 Temporary Easement Compensation = Estimated area with a grade change in excess of 6": 17,600 +1- SF .1. 2 = 8,800 +1- SF, compensated at $.40/SF (1/2 of $.80/SF) 8,800 +1- SF x $.40/SF = $ 3,520.00 Slope Easement Compensation $ 3,520.00 Improvements in the temporary easement area*: One 18" dbh White Oak tree @ $632.00x3** $1,896.00 One 30" dbh Red Oak tree @ $632.00 x 4 = $2,528.00 One 24" dbh White Oak tree @ $632.00 x 4 = $2,528.00 One 10" dbh White Spruce @ $697.00 x 2 $1,394.00 One 8" dbh White Spruce @ $697.00 x 2 $1,394.00 One 10" dbh White Spruce @ $697.00 x 2 = $1,394.00 10 Clumps @ 12' high - Honeysuckle hedge @ $ 25.00 ea. $ 250.00 10 Clumps @ 12' high - Honeysuckle hedge @ $ 25.00 ea. $ 250.00 One 8" dbh Austrain Pine @ $407.00 x 2 $ 814.00 One 10" dbh Austrian Pine @ $407.00 x 2 $ 814.00 One 6" White Spruce tree @ $697.00 x 2 $1,394.00 One 6" White Spruce tree @ $697.00 x 2 $1,394.00 One 6" White Spruce tree @ $697.00 x 2 $1,394.00 One 6" White Spruce tree @ $697.00 x 2 $1,394.00 One 8' Northern White Cedar Clump @ $ 412.00 One 15" dbh Basswood tree @ $1,262.00x 3 $3,786.00 Total Compensation for the Improvements $ 23,036.00 Total Temporary Easement Compensation = $ 27,130.00 5 *The following improvements will be relocated if necessary and have not been compensated for herein: City Identification Sign Cemetery 8' x 5' Wooden Identification Sign **This number represents the number of young trees necessary to reasonably replace the existing mature trees to be removed. The cost data cited was obtained by Lyndale Garden Center, County Road 42, Burnsville, Bachman's Landscaping, Lyndale Avenue South, Minneapolis, Jerry's Landsca~ing (JLM), 60th and Pillsbury, Minneapolis, and Bituminous Roadways Inc., Inver Grove Heights. All of the cost data cited is installed, the sod cost includes a final grade although it does not include additional top soil or prep work if needed. 6 PLAN C: (ULTIMATE) Permanent Easement: This plan includes 30,865 +j- square feet. The plan would basically include an additional 6' of width along the entire frontage on 42nd Avenue immediately south of and adjacent to the original 12,000 +j- square feet. 30,865 SF @ $.80jSF = Improvements in the permanent easement area*: Sod - 30,865 SF - 640 SF asphalt drives = 30,225 SF OR 3,359 SYds @ $2.52jSYd SF One 6" dbh White Spruce tree @ $ 697.00 x 2** One 8" dbh White Spruce tree @ $ 697.00 x 2 One 10" dbh White Spruce @ $ 697.00 x 2 10 Clumps @ 12' high - Honeysuckle hedge @ $25.00 ea. = 16' x 20' Asphalt driveway = 320 SFx$3.00jSF***= 32' Concrete curbs @ $10.00jLF*** 16' x 20' Asphalt driveway = 320 SF x $3.00jSF 32' Concrete curbs @ $10.00jLF*** 6 Clumps @ 12' high - Honeysuckle hedge @ $25.00 ea. Six 6" dbh White Spruce trees x 2 x 6= Eight 6" dbh White Spruce x 2 x 8= Five 6" dbh White Spruce x 2 x 5= One 3" dbh White Spruce tree @ One 1" dbh Hard Maple tree @ Three 6" dbh White Spruce @ $697.00 x 2 x 3= One 8" dbh White Spruce tree @ $697.00 x 2 Four 6' high White Spruce trees @ $347.00 ea. Two Wood Chip beds @ $50.00 ea. 21 - 2' high Prostate Juniper bushes @ $28.00ea= @ $697.00 @ $697.00 @ $697.00 Total Compensation for the Improvements Total Permanent Easement Compensation = $24,692.00 $ 8,465.00 $ 1,394.00 $ 1,394.00 $ 1,394.00 $ 250.00 $ 960.00 $ 320.00 $ 960.00 $ 320.00 = $ 150.00 $ 8,364.00 $11,152.00 $ 6,970.00 $ 697.00 $ 204.00 $ 4,182.00 $ 1,394.00 $ 1,388.00 $ 100.00 $ 588.00 $50,646.00 $75,338.00 *The following improvements will be relocated if necessary and have not been compensated for herein: One Wooden 8' x 5' Property Identification sign **This number represents the number of young trees necessary to reasonably replace the existing mature trees to be removed. *** Asphalt and concrete curbing costs are depreciated based on wear. The cost data cited was obtained by Lyndale Garden Center, County Road 42, Burnsville, Bachman's Landscaping, Lyndale Avenue South, Minneapolis, Jerry's Landscaping (JLM), 60th and Pillsbury, Minneapolis, and Bituminous Roadways Inc., Inver Grove Heights. 7 All of the cost data cited is installed, the sod cost includes a final grade although it does not include additional top soil or prep work if needed. Temporary Easement: This plan would include a 10' wide strip running immediately south of and adjacent to the entire 30,865 +1- square feet (and original 12,000 +1- SF). In addition a 20' wide easement would be required between Boone Avenue at the western boundary and Aquilla Avenue. At this time there are no spot elevation plans available, therefore the exact slope in the after position is an estimate. It is our understanding as per Mark Hanson, that the change in grade in the after position will not exceed 12". For compensation purposes we have estimated approximately 1/2 of the temporary easement area will have a grade change greater than 6" in the after position. The temporary easement compensation is based on a six month reversion factor at 8.5%, this interest rate was used to compute the reversion factor as it is considered to be the most approximate interest rate currently available through most lending institutions. The rate fluctuates somewhat between various lenders depending on mortgage variables, type of loan etc. Please note that any sod, asphalt, or concrete curbing located within the temporary easement area will be restored in whole upon completion of the road construction, therefore these improvements have not been compensated for herein. 29,008 +1- SF of land area @ $.80/SF Reversion Factor: 6 months @ 8.5% $23,206.40 x .959233 $22,260.34 $23,206.40 22 260.34 Temporary Easement Compensation = $ 946.06 Estimated area with a grade change in excess of 6": 29,008 +1- SF .1. 2 = 14,504 +1- SF, compensated at $.40/SF (1/2 of $.80/SF) = 14,504 +1- SF x $.40/SF = $ 5,801.60 Slope Easement Compensation $ 5,801.60 8 Improvements in the temporary easement area*: One 18" dbh White Oak tree @ $ 632.00 One 30" dbh Red Oak tree @ $ 632.00 One 24" dbh White Oak tree @ $ 632.00 One 11" dbh Basswood tree @ $1,262.00 One 10" dbh White Spruce @ $ 697.00 22 Clumps of 12' Honeysuckle hedge @ $25.00 ea. 4 Clumps @ 12' Honeysuckle hedge @ $25.00 ea. One 8" dbh Austrian Pine @ $ 407.00 x 2 One 10" dbh Austrian Pine @ $ 407.00 x 2 = One 6" dbh White Spruce @ $ 697.00 x 2 = Four 6" White Spruce trees@ $697.00 x 2 x 4= Two 8' Northern White Cedar clump @ $412.00 ea. $ 824.00 One 10' Northern White Cedar clump @ $ 412.00 Two 6" dbh White Spruce @ $697.00 x 2 x 2= $2,788.00 One 10" dbh Basswood tree @ $1,262.00 x 2 $2,524.00 One 15" dbh Basswood tree @ $1,262.00 x 3 = $3,786.00 One 6" dbh White Spruce @ $ 697.00 x 2 $1,394.00 One 4" dbh White Spruce @ $ 697.00 $ 697.00 One 4" dbh White Spruce @ $ 697.00 $ 697.00 One 6" dbh White Spruce @ $ 697.00 x 2 $1,394.00 Ten 6' high White Spruce trees @ $347.00 ea.=$3,470.00 x3**= x 4 x 4 x 2 x 2 $1,896.00 $2,528.00 $2,528.00 $2,524.00 $1,394.00 $ 550.00 $ 100.00 $ 814.00 $ 814.00 $1,394.00 $5,576.00 Total Compensation for the Improvements $38,104.00 $44,851. 66 Total Temporary Easement Compensation = *The following improvements will be relocated if necessary and have not been compensated for herein: City Identification Sign 8' x 5' Wooden Identification sign **This number represents the number of young trees necessary to reasonably replace the existing mature trees to be removed. The cost data cited was obtained by Lyndale Garden Center, County Road 42, Burnsvil1e, Bachman's Landscaping, Lyndale Avenue South, Minneapolis, Jerry's Landscaping (JLM), 60th and Pillsbury, Minneapolis, and Bituminous Roadways Inc., Inver Grove Heights. All of the cost data cited is installed, the sod cost includes a final grade although it does not include additional top soil or prep work if needed. 9 TOTAL COMPENSATION BREAKDOWN - ALL PLANS: PLAN A Temporary Easement = $ 14,634.68 SAY:$ 14,650.00 PLAN B (BASIC) Permanent Easement = $ Temporary Easement $ 19,598.00 27,130.00 Total Compensation = $ 46,728.00 SAY:$ 46,750.00 PLAN C (ULTIMATE) Permanent Easement = $ 75,338.00 Temporary Easement $ 44,851.66 Total Compensation = $ 120,189.66 SAY:$ 120,200.00 10 APPRAISAL QUALIFICATIONS OF WILLIAM H. CUSHMAN Certified Federal General Appraiser License #4001638 (Minnesota) Certified General Appraiser License in52 (Wisconsin) Education: Graduated from the University of Minnesota in 1956 with a Bachelor of Science Degree in Forestry. Experience: United States Army, 1956-1958 Real estate sales, 1958-1961, Overman and Company, Duluth, Minnesota Staff appraiser for Bureau of Sport Fisheries and Wildlife, united States Department of Interior, from May of 1961 through November of 1966 Chief of the appraisal section, Bureau of Sport Fisheries and Wildlife, Midwest Region, from November 1966 through June of 1969 Private practice since June of 1969 \ Appraisals have been made for numerous private clients and the following agencies: The Bureau of Sport Fisheries and Wildlife The Bureau of outdoor Recreation The National Park Service Conservation Departments for the states of: Iowa Minnesota Ohio North Dakota Indiana Missouri South Dakota Illinois Nebraska Wisconsin Michigan Northern States Power Company Housing and Redevelopment Authority, City of St. Paul united States Department of Justice Bureau of Indian Affairs Specific types of appraisal other than residential: All types of industrial, commercial and residential properties Rural lands to be acquired for park and recreation Indian Treaty Lands - Michigan, North Dakota, South Dakota, Montana (historical in nature) Minnesota and Wisconsin abandoned railroad rights-of- way Membership: Appraisal Institute (M.A.I. #5392) President, Minnesota Chapter #35, American Institute of Real Estate Appraisers, 1984 General: Qualified to testify and have testified in courts as expert real estate appraiser Appointed Commissioner, Ramsey County BeL APPRAISALS BJORKLUND, CARUFEL, LACHENMAYER, INC. 2852 ANTHONY LANE SO., MINNEAPOLIS, MINNESOTA 55418 BRAD BJORKLUND MAl, SRA AL CARUFEL MAl RON LACHENMA YER SRA APPRAISJ::tiX3 QJALIFICATICNS OF BRAD BJ()RK[l]Nl) (612)781-0605 Fax: 781-7826 REAL ESTATE APPRAISERS & CONSULTANTS EI:XK:1cr'ICN Bachelor of Science in Business Administration (1971): University of Minnesota American Institute of Real Estate Appraisers Courses: lA, lB, 2, 4, and Standards Society of Real Estate Appraisers Courses: 101 and 301 Instructor: University of Minnesota Extension Division Appraisal Courses 1979-80 .AS..9XIA'I'ICN MEMBERSHIPS MAl American Institute of Real Estate Appraisers, 1976 BRA Society of Real Estate Appraisers, 1977 SRPA Society of Real Estate Appraisers, 1977 SREA Society of Real Estate Appraisers, 1980, Chapter President 1983-84 Licensed Real Estate Appraiser, State of Minnesota, Certified General Real Property Appraiser, MN #4000377, Licensed Real Estate Broker, State of MN, 1972 to present, #0188621 St. Anthony Planning Oommission Member, 1978-85, Chair 1980-81 Metropolitan Council Land Use Advisory Oommittee, 1977 to 1989 League of Women Voters, 1977 to 1990 APPRAISAL EXPERIENCE February 1972 to October 1976 October 1976 to April 1981 April 1981 to April 1985 April 1985 to September, 1987 October, 1987 to present Newccmbe & Hansen Appraisals, Inc. O. J. Janski & Associates, Inc. Capital Appraisals, Inc. Swenson, Bjorklund & Associates Bjorklund, Carufel, lachenma.yer, Inc. Serving a variety of clients including: Larkin HofflTBIl, law Firm Holmes & Graven, law Firm 'IWin City Federal First National of Mpls. No:rwest Banks Deloitte & Touche Cooperative Power Assn. Augustana Hcmes FDIC U. S. Navy Prudential Carlson Ccmpanies Texaco Honeywell Minnesota Plywood Manufacturers Hanover Dayton Hudson State of Minnesota City of Minneapolis City of Minnetonka General M:>tors 1st Covenant Church N . W. Bible College Waste Management Appraisal ccxnpleted upon a variety of types of properties including improved properties - commercial stores, large offices, industrial, apartment, golf courses, nursing hcmes, farms, unimproved land and sul:x:li visions . Appraisals have been made for buyers, sellers, investors, parties involved in eminent domain proceedings, tax abatement, estates, and lease interests. Qualified as an expert witness in various Federal and State Courts, and served as court-appointed comnissioner on lTBIlY occasions. Completed continuing education requirements for licensing and also for the Appraisal Institute through the date of the ccxnpletion of this appraisal/consultation v.Drk effort. MORE THAN 80 YEARS FULL APPRAISAL SERVICES EEOIM QUALIFICATIONS: JOHN E. STF:ENSLAND, CREA, ceRA EDUCA TION: Four Years College -Wisconsin State University Eao. Claire, Wisconsin Bachelor of Science Degree Business Finance EDUCA TION RELA TED TO THE APPRAISAL FIELD: Real Estate and Insurance... 'Visconsill State University, Eau Claire, Wisconsin Business Law - Wisconsin State University, Eau Claire, Wisconsin CQrporation Financ.e - Wisconsin State University, EauClaire, Wisconsin Real Estate Appraisal - University of Minnesota Principles and Techniques ofRea1~state Appraisal- MacaJester College, St. Paul, Minnesota Sponsored by S,R.E,A. 'Introduction to Income Capitalization.. Inver Hins Community College) Inver Grove Heights, Minnesota Sponsored by S,R.E,A. EXPERIENCE: Full-time real estate salesman and appraisal experience, 1971-Present. Activities induded purchasing, selling, tradir-g and speculating in real estate. Ramsey and Dakota County Probate Court Appraisals, Apprai~als completed on various projects, including restaurants, townhouse developments, moteVconventional facilities, va~ant land, recreational properties, service stations, churches, national franchise operations and various other types of conll11ercial, industrial, agricultural, residential and spedal purpose properties. Expert .\>.ritness testimony given in Hermipen,Wa:shin~1;on, Rlmsey aud Dak0ta Co\mti~s, Approved InstructOr in States of A.rizQna~ Nevada., Indiana, Minnesoia ::md \Visconsin, Served as court appointed Comrnissioner in Ramsey County, \. MEA1BERSHIP: :NIembernNAREA-~Awarded CREA De~ignation & ceRA Designation Senior 1vfember-,..International Institute ofValuers--Awal"ded SCV Designation Member.,.Naiional Association afReviev,rAppraisers A warded the eRA Designation P9.stMember..,..National Board of Directors of the National Association of Review Appraisers Designatcd--Fee Appra~ser for l'he Fedenil Housing Admidst,ation Certified Genei'alReal })ropmty Appraiser Minnesota License #4000029 QUALIFICATIONS OF FAY M. CUSHMAN EDUCATION: Graduated from the University of Wisconsin - Stout in 1981 with a Bachelor of Science Degree in Business with a concentration in Consumer Affairs/Home Economics. Attended and successfully completed the American Institute of Real Estate Appraisal Courses: - Real Estate Appraisal Principles - Basic Valuation Procedures - Residential Valuation - Standards of Ethics and Professional Practice PROFESSIONAL MEMBERSHIP: Appraisal Institute - MAl Candidate STATE LICENSE: Certified Residential Real Property Appraiser License #4002639 EXPERIENCE: 1984 Present: Staff Appraiser Appraisal Research Associates, Ltd., St. Paul, Minnesota. Appraisal assignments include all types of single family dwellings, new construction, 2-4 family dwellings, vacant land, commercial and industrial properties. Substantial work in easement acquisition and condemnation. Completed appraisals of health care facilities for the State of Minnesota, Department of Human Services, and co- wrote the project design proposal. The facilities ranged in value from $80,000 to $8,000,000 and averaged 40,000 square feet. Clients also include relocation and mortgage companies, credit unions, private banks, savings and loans and public agencies. 1983 1984: Training Coordinator- Donaldsons Department Store, Minneapolis, Minnesota. Responsibilities included developing customer service programs, teaching new employee systems training, and conducting on-going training for career employees. 1982 1983: Department Manager Donaldsons Department Store, Minneapolis, Minnesota. Responsibilities included hiringr scheduling and supervising a staff of 15 sales associates. 1979 - 1980: Academic Advisor, Student Advisement Office - Menomonie, Wisconsin. Responsibilities included peer advisement for University of Wisconsin Stout students. Designed four year academic programs, advised incoming freshmen each semester, and acted as a resource person. AFFIDAVIT OF MAILING NOTICE NEW HOPE CITY CENTER STREETSCAPE PROJECT (IMPROVEMENT PROJECT #547) STATE OF MINNESOTA) COUNTY OF HENNEPIN) ss CITY OF NEW HOPE) I, the undersigned being the duly qualified City Clerk of the City of New Hope, Minnesota, hereby attest and certify that: On March 24, 1999, acting on behalf of said City, I deposited in the United States mail at New Hope, Minnesota, copies of the attached notice regarding the public hearing. The notices were mailed first class, with postage thereon fully prepaid (mailing list attached). There is a delivery service by United States mail between the place of mailing and the places so addressed. /;' iJ 'ftutw (1Y~ City Clerk -, , /) C --k'c ,- .~ , ~ '=2f,/rz,iJ':V . '.. v~4~ ~Subscribed and sworn to before met! this 24th day of March, 1999. .L:inda. {!, clwea~ . NOTARY PUBUC . MINNESOTA HENNEPIN COUNTY My commission expires 1-31-2000 PID NO/OWNER: YOUR ASSESSMENT: INTEREST RATE/TERM: TIME AND PLACE GENERAL NATURE OF IMPROVEMENTS: ASSESSMENT ROLL OPEN TO INSPECTION: AREA PROPOSED TO BE ASSESSED: NOTICE OF HEARING ON ASSESSMENTS FOR STREET AND STORM SEWER IMPROVEMENT NO, 547 <<PID>> <<OWNER1 >> <<OWNER2>> <<MAILING ADDRESS>> <<CITY>> <<STATE>> <<ZIP>> $<<AMOUNT >> 6% Over 15 Years Notice is hereby given that the City Council of the City of New Hope, Minnesota, will meet in the City Hall at 4401 Xylon Avenue North in the City of New Hope, Minnesota, on Mondav the 12th day of April, 1999, at 7:00 p.m. to consider objections to the proposed assessments for Improvement No. 547. The general nature of the improvement is the construction and widening of 42nd Avenue from approximately Boone Avenue to Winnetka Avenue North, providing new sidewalks and gutters on the north side of 42nd Avenue North, turn lanes for Xylon Avenue North and a center left turn lane, improvement of the storm sewer system installed under 42nd Avenue and construction of Boone Avenue pond to be located on the Gethsemane Cemetery property. Included in the project is construction of catch basins, manholes, drain pipes, grading, construction of base and asphalt surface, appurtenant works and services reasonably required for successful completion of the improvement. The proposed assessment roll is on file with the City Clerk and open to public inspection, All properties abutting 42nd Avenue North between Winnetka Avenue North and Zealand Avenue North described as follows: Property 10 Nos. 18-118-21-11-0003 18-118-21-11-0005 1 8-11 8- 21 -11 -001 2 18-118-21-11-0013 1 8-11 8- 21 -11 -001 6 18-118-21-12-0003 18-118-21-12-0006 18-118-21-12-0007 Address: 4201 Winnetka Avenue North 8100 42nd Avenue North 4200 Xylon Avenue North 4300 Xylon Avenue North 4203-4239 Winnetka Avenue North 8320 42nd Avenue North 8420 42nd Avenue North 8500 42nd Avenue North TOTAL AMOUNT OF PROPOSED ASSESSMENT: WRITTEN OR ORAL OBJECTIONS: RIGHT OF APPEAL: LIMITATION ON APPEAL: DEFERMENT OF ASSESSMENTS: SPECIFIC AMOUNT TO BE ASSESSED: INTEREST RATE: PAYMENT OPTIONS THIS YEAR: The total amount proposed to be assessed is $167,486.00 which includes an assessment of $8,455.00 for city-owned property. Written or oral objections will be considered at the hearing. An owner of property to be assessed may appeal the assessment to the district court of Hennepin County pursuant to Minnesota Statutes, Section 429.081 by serving notice of the appeal upon the Mayor or Clerk of the City within 30 days after the adoption of the assessment and filing such notice with the district court within ten days after service upon the Mayor or Clerk. No appeal may be taken as to the amount of any assessment adopted by the City Council unless a written objection signed by the affected property owner is filed with the Clerk prior to the assessment hearing or presented to the presiding officer at the hearing. All objections to the assessments not received at the assessment hearing in the manner prescribed by Minnesota Statutes, Section 429.061 are waived, unless the failure to object to the assessment hearing is due to a reasonable cause, Under the provisions of Minnesota Statutes, Sections 435.193 to 435,195, the City may, at its discretion, defer the payment of assessments for any homestead property owned by a person 65 years of age or older for whom it would be a hardship to make the payments. The procedure for applying for such a deferment is set forth in New Hope Code 1.60 et, aI., a copy of which is available upon request at the office of the City Clerk, The amount to be specifically assessed against your particular lot, piece, or parcel of land is stated on the first page of this notice. If the assessment is not paid within 30 days from the adoption of the assessment roll, interest will accrue on the assessment at the rate of 6 %, Interest accrues from the date to be specified in the resolution levvinq the assessment, but not earlier than the date of such resolution, 1 ) FULL PAYMENT - You may prepay the entire assessment to the Finance Director or Assessment Clerk of the City prior to November 30, 1999, when the assessment roll is certified to the County Auditor. To avoid paying interest, you need to prepay the assessment in full within 30 days of the adoption of the assessment, 2) PARTIAL PAYMENT - One partial payment per property will be accepted and credited to any special assessment levied against real property in the City within 30 days from the date the City Council adopts a resolution approving said special assessments. Payments must be made to the Finance Director or Assessment Clerk. The remaining unpaid balance will be certified to the County Auditor and apportioned to the property's real estate 2 PAYMENT IN SUCCEEDING YEARS: taxes for payment per the collection procedure established in Minnesota Statute Chapter 429. In subsequent years, the principal balance remaining may be paid to the Finance Director or Assessment Clerk at any time prior to November 15 of any year. Dated: March 24, 1999 BY ORDER OF THE CITY COUNCIL Valerie Leone, City Clerk 3 '1" '1" '1" '1" '1" '1" '1" q<:qo 00 00 00 00 '1" 00 '1" 'f~ N N ~N IV N '" IV t" ;::; ;::; - - - - - - '" 0 0 0 0 0 0 0 00 0 0 00 0 0 0 00 0 0 0- - - - 00 -:J CO W CO '" w IV V> w Q Cl z z z :::: :::: n:::: ~ 0 m ~ > > =n ;Al ~ :;:: (/l ;Al -<0 en 0 ::;j 0 00 -i m m 0 ~ 7J c: ..,,:; m z ~ ;g ~ z 0 C;; Z_ (/l > C C ...l me, 0 r: ;Al > r:i :;::(/l Z (/l Q en (/l (/l co =8 z m en en en > :;:: :;:: 0 z 0_ < ;Al (') ~::o m -i 3:: 3:: r: en m -' -' (/l d ~ ~ 21 -= ;Al "" :::: :::: ;; ~ n z ;Al ~ ..,.. z Cl :;: > ~ ;Al 0 ;Al 0 -< ;Al (/l C ~ > 0 :; '" < (/l ;;:J i<' a t"" z 0 Z t'!1 :::: 00 00 00 """ """ ... ... 00",," v, """ W N N W N - N 0 '" IV 0 0 00 00 0 00 W W 00 0- """ ... """ :;:: :;:: >< >< t;:;:: N '" N :$ :$ z z z Z Z z- 0 0 0 ~ ~ b b o~ '.,., > > > z Z >r.1 .< ::; ~ ~ > > <::J w ~ r: < ~ ~> z' z > > t7l > > Z Z > < < < ;. ,.q ,'J ,'J ZZ Z 00 co IV (') j (') z ~o V> W co 25 r.1 0 0 IV 0 < "" n :i :;:: ... Q 0 ,>J XQ N ;;; :::: "" 0 -<>< z a ~. d1 Ro 0 Z $: ~ Sg; > ;Al en -; (/l :;: ;Al en ~ ZN < > ;Al ;:i5 >8 t7l t"" n 0 ~ :;: 0 Q < Z 0 > ~ m ~ t7l ~ t"" ;Al ;Al ~ z z en Z z -< a (/l m Q en (/l $: (') ~ m ;Al a 3 ~ ~ m -:J "" IV ... > -:J 0 W N $: '" (/l 00 0 (/l0 (/l (') 0>< Q ;;::; 0 c:-< > t"" :;is :;: Z 0 ~ (') ;;::; o;z en > > 0 0> ~ 0 >< > ~m en < Oz ::'i en (/l :;; -i -:J :::: 0 W 0 en Z en :::: $: n ~ z 3: (') en >< Z Z 0 en ~ = :;:: n t"" r= :;:: n en z z 0 > > ~ t"" en en ;Al ~ 0 Q Cl en ~ ~ > m 0 ~ 0 0 ~ ~ m 0' ;Al t"" 0 en en (/l "'0 :;: ;;::; Z a $: $: $: $: (') >- :::: ::::r= z z z Z 0 Z Z V> V> V> V> 00 - V> V>'" V> V> V> V> 0 ;::: V> V>o ... w ... """ "" """ ...CO IV W - W 0 0 IV IV'" -:J - 00 V> W IV 00 00 co ~ IV """ """ w - w 00 0 V> V> """ "'" 00",," '" "", "", "", "", ".J,:... ~oo 0 '" '" '" """ V> V> :xl "" IV ... """ """ V> """ V> '",> '=' '=' '=' '=' '=' 2 '=' 00 0 0 0 0 0 0 00 o o :;;:: Z r:2 !:: o :::: ~ '(" to.> U'J -' ~ g ~ U5 (/l s ::: , Z a > s: '"' ::::: t'l U'J [JJ ::: ::: .... Z a > o s: :::: U5 [JJ N Q ~ CIl ~ ~ > ~ o ,.. ~ AFFIDAVIT OF MAILING NOTICE NEW HOPE CITY CENTER STREETSCAPE PROJECT (IMPROVEMENT PROJECT NO. 547) PER RESOLUTION 98-172 STATE OF MINNESOTA) COUNTY OF HENNEPIN) ss CITY OF NEW HOPE ) I, the undersigned being the duly qualified City Clerk of the City of New Hope, Minnesota, hereby attest and certify that: On November 30, 1998, acting on behalf of the said City, I deposited in the United States mail at New Hope, Minnesota, copies of the attached notice regarding the public hearing. The notices were mailed first class with postage thereon fully prepaid (mailing list attached). There is a delivery service by United States mail between the place of mailing and the places so addressed. ,.-' ( ,J.; Subscribed and swo n to before me this 30th day of November, 1998. 4401 Xylon Avenue North New Hope, Minnesota 55428-4898 City Hall: 612-531-5100 Police: 612-531-5170 Public Works: 612-533-4823 TOO: 612-531-5109 City Hall Fax: 612-531-5136 Police Fax: 612-531-5174 Public Works Fax: 612-533-7650 Fire Oep't, Fax: 612-531-5175 November 30, 1998 SUBJECT: New Hope City Center Streetscape Project (Improvement Project No, 547) A public hearing has been scheduled by the New Hope City Council for Monday. December 14, 1998. at 7:00 p,m'l at City Hall, 4401 Xylon Avenue North, regarding proposed Improvement Project No, 547, During 1997-98 a task force reviewed streetscape improvements in the City Center area, A Streetscape Master Plan dated June, 1998, was prepared and presented to the City Council this summer, The proposed improvements are listed under #2 of the attached notice, Project costs will be assessed in accordance with the City's assessment policy, The estimated assessment rates are as follows: Commercial properties Residential properties Multi-Family properties (with units of 11 or more) $102,50/front foot $68,35/front foot $677.49/unit The final assessed amount can be paid off completely at the time of the assessment hearing or it can be included on your tax statement and financed over a period of years. The length of time (10 or 15 years) and interest rate will be established by the City Council at the assessment hearing, Since this type of project will incur additional costs to properly maintain the streetscape improvements, the City is considering charging benefiting properties the additional cost for maintenance over and above what is typically expected, The amount of the annual maintenance charge would be established on a front foot basis, Please plan to attend the public hearing on December 14. if::~ Valerie Leone, CMC City Clerk enc. Family Styled City ~ For Family Living NOTICE OF PUBLIC HEARING ON PROPOSED STREET AND STORM SEWER IMPROVEMENT NO. 547 (New Hope City Center Streetscape Project) Citv of New Hope. Minnesota 1. Notice is hereby given that the City Council of the City of New Hope, Minnesota, will meet on the 14th day of December, at 7:00 p.m, at the City Hall, 4401 Xylon Avenue North, in said City for the purpose of holding a public hearing on a proposed improvement as described hereinafter. 2, The general nature of the improvement is the construction and widening of 42nd A venue from approximately Boone A venue to Winnetka A venue North, providing new sidewalks and gutters on the north side of 42nd Avenue North, turn lanes for Xylon Avenue North and a center left turn lane, improvement of the storm sewer system installed under 42nd Avenue, construction of the Boone A venue pond to be located on the Gethsemane Cemetery property, re- grading of the ball fields in Civic Center Park and street improvements to 4Sh A venue North and Xylon A venue North, including catch basins, manholes, drain pipes, grading, construction of base and asphalt surface and extensive landscaping on all three streets and all other appurtenant works and services reasonably required therefor, to serve an area in the City of New Hope, County of Hennepin, State of Minnesota, described as follows: All properties abutting 42nd A venue North between Winnetka A venue North and Zealand A venue North; all properties abutting 45th A venue North between Xylon A venue North and Winnetka A venue North; all properties abutting Xylon A venue North between 42nd Avenue North and 46th Avenue North identified as follows: PID # Address 07-118-21-44-0055 07-118-21-44-0056 07-118-21-44-0059 18-118-21-11-0003 18-118-21-11-0005 18-118-21-11-0012 18-118-21-11-0013 18-118-21-11-0018 18-118-21-11-0015 18-118-21-11-0016 18-118-21-11-0017 18-118-21~12-0003 18-118-21-12-0005 18-118-21-12-0006 18-118-21-12-0007 8201 46th Avenue North 4201 Winnetka Avenue North 8100 42nd Avenue North 4200 Xylon Avenue North 4300 Xylon Avenue North 4301- 4417 Winnetka Avenue North 8201 45th Avenue North 4201- 4239 Winnetka Avenue North 8151 45th Avenue North 8320 42nd A venue North 4401 Xylon Avenue North 8420 42nd A venue North 8500 42nd A venue North 3. The estimated cost of said improvement is $4,338,000.00. 4. The area proposed to be assessed for the making of said improvement shall include the premises described in paragraph 2 above. 5. All persons interested are invited to appear at said hearing for the purpose of being heard with respect to the making of said improvement. Dated the 9th day of November, 1998. /s/ Valerie Leone Valerie Leone City Clerk (Published in the New Hope-Golden Valley Sun-Post on the 2nd and 9th days of December, 1998. ) ~.. y '>)'.., B~ \-\0 w a~ , \-\0 4401 Xylon Avenue North New Hope. Minnesota 55428 4401 Xylon Avenue North New Hope. Minnesota 55428 4401 Xylon Avenue North New Hope. Minnesota 55428 07 -118-21-44-0059 Melvin Gregorson P. O. Box 16003 Minneapolis, MN 55416 18-118-21-11-0003 McDonalds Corporation P. O. Box 66207, AMS O'Hare Chicago, IL 60666 18-118-21-11-0012 Marquette Bank New Hope 4200 Xylon Avenue North New Hope, MN 55428 y 0,(" ij~ ~ 4401 Xylon Avenue North New Hope, Minnesota 55428 4401 Xylon Avenue North New Hope, Minnesota 55428 4401 Xylon Avenue North New Hope, Minnesota 55428 1 8-118-21-11-001 3 Kmart Corporation, Tax Dept. 3100 W. Big Beaver Road Troy, MI 48084 18-118-21-11-0018 Kensington Cottages Corporation 11111 Excelsior Boulevard Hopkins, MN 55343 18-118-21-11-0015 Volunteers of America 8201 45th Avenue North, #102 New Hope, MN 55428 g~ HO g~ HO 4401 Xylon Avenue North New Hope, Minnesota 55428 4401 Xylon Avenue North New Hope, Minnesota 55428 18-118-211-12-0006 C & R Investments 610 Virginia Shores Circle Excelsior, MN 55331 18-118-21-12-0007 Christenson 8500 42nd Avenue North New Hope, MN 55427 n~ \-\0 Y1 4401 Xylon Avenue North New Hope, Minnesota 55428 4401 Xylon Avenue North New Hope, Minnesota 55428 4401 Xylon Avenue North New Hope, Minnesota 55428 18-118-21-11-0016 New Hope/U.S. Swim Attn: Peter Obernesser 90 S. Colorado Avenue, #830 Colorado Springs, CO 80903 18-118-21-11-0017 New Hope Non-Profit Housing, Inc. Westminster Corporation 328 W. Kellogg Boulevard St. Paul, MN 55102 18-118-21-12-0003 Norwest Bank 8320 42nd Avneue North New Hope, MN 55427 4401 Xylon Avenue North New Hope, Minnesota 55428 18-118-21-11-0016 Mr. Gary Lidstone CB Commercial 7760 France Ave S #770 Minneapolis, MN 55435 ,/' CITY OF NEW HOPE Memorandum To: Steve Sondrall LL /' I ene" \.JL,<} / ;L/" ,.-L /i ' 1/ U From: Valerie Leone Date: November 18, 1998 Subject: New Assessment Policy We need clarification on how to calculate assessments for multiple dwellings, Mark prefers to use front foot rates which requires "rounding up", This, of course, increases the amount of the assessment. I did some calculations for the Project 547 for comparison purposes, (J7 / Call me if you wish to discuss, '[7) t1fJAe) j) f}/i " ~J' l), J,,' D. Multiple Residential (Other Than Sin~le or Double Family Residences) 1. General Guidelines. The above listed property types, or any residential property other than single and two family residences will be assessed at a percentage per unit of the per property" single family rate as follows: (a) 4 units or less: 36% of the residential rate per unit. (b) 5 - 10 units: 24% of the residential rate per (0;)\~~i~~ more units: 12% of the residential rate L~per unit. 2. Unusual Cases. A deviation might be required should there be a condition where access, to an abutting street is specifically restricted by public conveyance or by law, or ordinance. E. Church, School, Nursin~ Home, Commercial and Industrial Property (All Property Other Than Residential) 1. All Abuttin~ Footage. The facilities listed in the title to this section are classified as other than residential, and will be assessed for all abutting footage at the commercial rate. No corner lot or other allowance shall apply to these properties. 2. Unusua 1 Cases. should there be abutting street publi~ conveyance A deviation might be required a condition where access to an is specifically restricted by or by law or ordinance. F. Resolution of Apparent Inequities Where the results of applying the foregoing rules appear to result in an equitable assessment, the comparative market values of the lots in the area shall be considered, the ultimate test being that the market value must increase by the .amount of the assessment and all similarly situated property must be treated uniformly. III. RECONSTRUCTION OF DRIVEWAY APPROACHES A. General. Reconstruction of a driveway approach shall be included as an addition to the assessment of the street project, if the street abutting said driveway is to be 5 . . . . . . . . . . II . . . . . . I'~' ,. . r.n --3 ~ tfj.j;;;,. ~~ ~ Q. ~ > "'= 00<::0 ~~tJ,'jtJ,'j zt'" ~L:- t'd ~tJ,'j3: ~~~~~ ~O>-~> ::..:~~i...J"d (D~~O'""~ Z(j~ z>tfj o~L:"""'~Z . ~..... 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(P Gl ""\ Gl '< ..0 s:: i"> u;-- ~ z> 0 \.n = rJ) "11 \L: 3 ~ "11 - e. r:r ?:l --- 5 z ..- N 0 0\ ..... (D ~ N 0\ 0\ 0 rJ) ""l r:r ~ --. >- o - ~(D >~ - rJ) (D ~ " ~ ~ ;!;. z - N - 0\ I'-'- N -.J - v.l .., rJ) Q.. --. .j;;;,. 0\ VJ VJ 0 o rJ) (D >- N = ~ ::: - - ......r:re; -~ (D _ ~ ('1 0'1 6 ~ > 0 - := 0 ?:l 3 1,... - -.J ~ ~ O\NVJ - VI N ...... 0 ~ :3 Z 0 VJ 00 -.J ~ \O~NOO~ -~ ~S'rJ)(D Q'\ VI 0\ - VI \O~;--l~~ 00 00 3> 1.n \o~ ~~ o CJel ~ .., -.J VI -Vl\OVlN .....(D r:rn ~ --. ~ (D ~ ~ - -b'7 ~ - - - - )oooooooolo """"""'..........~.......... ....... ....... ~ 00\000\00\00000 0\ 0 0 ...... Z t0ooNNooNooNNNNN 00 N N (D --. U1WU1U1WU1WU1U1U1U1U1 v.l VI VI ~ >- OVlOOVlOVlOOOOO VI 0 0 ~ > rJ) -b'7 .fn rJ) 1--3 - Q'\ - -b'7 ~ 0 VJ e\ - oo~"""'~-.J-.JNVJ ....... ~ VI N rJ) ..... 0 \C VJooOooooVlO\--.JVJoo~ v.l VJ VI :3 ::.. '0 Qe \oO\O\wO\O\'OO\O\O\~oo 'O.........~ (D 0 oe O-Vl~O\O\-.JVlO\-Vloo 0\ 0\ 0\ ::: 0 0'1 \ON-.J\OO~~oo~oO\VJ --.J- ..... 11/18/98 Sample of Trade Winds - multiple dwelling with 11 or more units - assessment policy is 12% of the residential rate per unit: 68.35 x 82.5= $5,638.88 (Res Lot) Trade Winds 82.5/12 = 9,9/FF 12% of residential 60 units rate per unit $676.67 per unit =$40,600.20 total $9.9/FF per unit is $676.66 if we round up and $10/FF per unit use 10 feet... is 600 feet __._..._.__.__--.----.X-$-6J3.3~____ Mark used 10.5/FF 10.5/FF is 630' x $68.35 = $41,010.00 total = $43,060.50 total ,0' \fclL! 5 rrULc~l0Ez ,/ fll (l/i/e) ()iLdlwfl '\....-- COUNCIL REQUEST FOR ACTION Originating Department Public Works Approved for Agenda Agenda Section 11-9-98 Development & Planning Item No. By: 1\ By: 1) ! PRESENTATION OF FEASIBILITY REPORT FOR PROPOSED IMPROVEMENT NO, 547; RESOLUTION PROVIDING FOR PUBLIC HEARING ON PROPOSED IMPROVEMENT NO. 547 (42nd AVENUE, XYLON AVENUE, 45TH AVENUE STREET, STREETSCAPE, AND UTILITY IMPROVEMENT PROJECT Guy Johnson 8.6 The City Engineer presented the Concept Report for the proposed 42nd Avenue Street\lntersection Improvements on September 8, 1997. The report recommended street and storm sewer improvements for 42nd Avenue between Boone Avenue and Winnetka Avenue, burial of overhead utilities, and pond improvements on the property of Gethsemane Cemetery. When Council instructed staff to develop a master plan for the project area, it was expanded to include Winnetka Avenue, Xylon Avenue, 45th Avenue, and portions of 42nd Avenue east of Winnetka, A streetscape master plan was developed this past summer and presented to the City Council. The first phase of this plan would include Xylon Avenue, 45th Avenue, and 42nd Avenue from Boone Avenue to Winnetka Avenue, and is proposed to be constructed in 1999. At the September 28, 1998, meeting 1 Council adopted a resolution directing staff to prepare an Engineering Feasibility Report for Street and Storm Sewer Project No. 547 (New Hope Center Streetscape Improvements), A copy of the completed report is attached, and will be presented at the Council Meeting on November 9, 1998, The report presents the project as it has been presented in the master plan and discussed with City Council 1 City Staff, the City Attorney, the consulting appraiser, and the consulting landscape architect. It has also been reviewed with Hennepin County staff and Gethsemane Cemetery representatives as well as affected utilities, property owners, and the 42nd Avenue Task Force. The report is divided into two parts, which are summarized below with an estimated project cost for each part, Pages 7 through 10 of the report contain the recommendations of staff and the City Engineer. MOTION BY ~k~, TO: Review: Administration: Finance: RFA-OOl Request for Action 42nd Avenue, Xylon Avenue, 45th Avenue Street, Streetscape, and Utility Improvements November 9,1998 Page 2 Part 1 Part 2 42nd Avenue Improvements Xylon Avenue, 45th Avenue, Civic Center Park Improvements Total: $2,433,000 $1,905,000 $4,338,000 Cost estimates have previously been presented in a conceptual way; however, in many cases those estimates did not include all of the work envisioned by all parties. The summary below identifies the cost for the additional work and those items whose current estimate has increased from estimates given previously, Item Ballfield Regarding, Civic Center Park Bury Overhead Utilities (NSP cost estimate) K-Mart Driveway Reconstruction 42nd Avenue Overlay (Zealand to Boone) Reconstruct Curb/Sidewalk (North side 42nd Avenue) Patch/Repair 42nd Avenue (Per Hennepin County) Pond Expansion (45 Avenue at Winnetka Manor) Boone Avenue pond and storm sewer Storm Sewer Oversize (42nd Avenue-Winnetka to Xylon Avenue) Total: Additional Cost $156,600 50,000 68,100 80,000 80,000 80,000 40,000 60,000 60.000 $674,700 The additional cost of $674,700 is included in the project total stated above, $4,338,000, The proposed project schedule is summarized on Page 10 of the report. Staff recommends approval of the feasibility report and adoption of the resolution, I:RFA\PubWorks\42Rfa GORDON L. JENSEN* WILLIAM G, SWANSON STEVEN A. SONDRALL MARTIN P. MALECHA C. ALDEN PEARSONT OF COUNSEL LORENS Q. BRYNESTAD 'Real Propeny Law Specialist Ceniiied By The Minnesota State Bar Association tQualified ADR Neutral JENSEN SWANSON & SONDRALL, P.A. Attorneys At Law 8525 EDINBROOK CROSSING, STE. 201 BROOKL YN P ARK, MINNESOTA 55443-1999 TELEPHONE (612) 424-8811 . TELEFAX (612) 493-5193 October 30, 1998 Guy Johnson New Hope Public Works Director 4401 Xylon Avenue North New Hope, MN 55428 Re: Revised Resolution Providing for Public Hearing on Proposed Improvement No, 547 (Streetscape Project) Our File No,: 99.65470 Dear Guy: In follow up to our October 30, 1998 telephone conversation, please fmd enclosed a Revised Resolution Providing for Public Hearing on Proposed Improvement No. 547 for consideration by the City Council at its November 9, 1998 meeting, This resolution was revised pursuant to my telephone conversation with Mark Hanson concerning changes to the project. Specifically, the project cost has increased to $4,338,000. This results from a decision to re-grade the ballfield in Civic Center Park and to replace the sidewalk and curb on the north side of 42nd A venue. This constitutes additional work to the project. Also, the PID number for the property at 8201 - 46th Avenue North was incorrectly stated in the previous resolution. The revised resolution enclosed corrects that mistake. If you have any other questions or comments regarding the enclosed resolution please contact me, Very truly yours, Steven A, Sondrall JENSEN SWANSON &SONDRALL, P.A. Enclosure cc: Valerie Leone Kirk McDonald Mark Hanson P:\Auornc:y\SASlLeu.ers\cnh.54 7.suy .It!.wpd RESOLUTION NO. 98-172 RESOLUTION PROVIDING FOR PUBLIC HEARING ON PROPOSED IMPROVEMENT NO, 547 (New Hope City Center Streetscape Project) BE IT RESOLVED by the City Council of the City of New Hope as follows: 1. It is hereby found and determined that Bonestroo, Rosene, Anderlik & Associates, Inc., Engineers for the City, have heretofore reported to this Council that a public improvement for the City as hereinafter described is necessary, cost-effective, feasible and may best be made as proposed and not in conjunction with any other improvement, and that the estimated cost of said improvement to the City is $4,338,000.00. 2. This Council shall meet at the time and place specified in the form of notice included in paragraph 3 hereof for the purpose of holding a public hearing on the proposed construction of a public improvement as therein described. 3. The City Clerk is authorized and directed to cause notice of the time, place and purpose of said meeting to be published for two successive weeks in the New Hope-Golden Valley Sun-Post, being the official newspaper of the City, the first of such publications to be not less than 10 days and the second not less than 3 days prior to the date of said meeting. Such notice shall be in substantially the following form: NOTICE OF PUBLIC HEARlNG ON PROPOSED STREET AND STORM SEWER IMPROVEMENT NO. 547 (New Hope City Center Streetscape Project) City of New Hope. Minnesota 1. Notice is hereby given that the City Council of the City of New Hope, Minnesota, will meet on the 14th day of December, at 7:00 p.m. at the City Hall, 4401 Xylon Avenue North, in said City for the purpose of holding a public hearing on a proposed improvement as described hereinafter. ? _ The general nature of the improvement is the construction and widening of 42nd A venue from approximately Boone A venue to Winnetka A venue North, providing new sidewalks and gutters on the north side of 42nd A venue North, turn lanes for Xylon A venue North and a center left turn lane, improvement of the storm sewer system installed under 42nd Avenue, construction of the Boone A venue pond to be located on the Gethsemane Cemetery property, re- grading of the ball fields in Civic Center Park and street improvements to 45th A venue North and Xylon Avenue North, including catch basins, manholes, drain pipes, grading, construction of base and asphalt surface and extensive landscaping on all three streets and all other appurtenant works and services reasonably required therefor, to serve an area in the City of New Hope, County of Hennepin, State of Minnesota, described as follows: All properties abutting 42nd A venue North between Winnetka A venue North and Zealand A venue North; all properties abutting 45th A venue North between Xylon A venue North and Winnetka A venue North; all properties abutting Xylon A venue North between 42nd A venue North and 46th A venue North identified as follows: rID # Address 07-118-21-44-0055 07-118-21-44-0056 07-118-21-44-0059 18-118-21-11-0003 18-118-21-11-0005 18-118-21-11-0012 18-118-21-11-0013 18-118-21-11-0018 18-118-21-11-0015 18-118-21-11-0016 18-118-21-11-0017 18-118-21-12-0003 18-118-21-12-0005 18-118-21-12-0006 18-118-21-12-0007 8201 46th A venue North 4201 Winnetka A venue North 8100 42nd Avenue North 4200 Xylon Avenue North 4300 Xylon Avenue North 4301- 4417 Winnetka Avenue North 8201 45th A venue North 4201- 4239 Winnetka A venue North 8151 45th Avenue North 8320 42nd A venue North 4401 Xylon Avenue North 8420 42nd A venue North 8500 42nd A venue North ; 3. The estimated cost of said improvement is $4,338,000.00. 4. The area proposed to be assessed for the making of said improvement shall include the premises described in paragraph 2 above. 5. All persons interested are invited to appear at said hearing for the purpose of being heard with respect to the making of said improvement. Dated the 9th day of November, 1998. /s/ Valerie Leone Valerie Leone City Clerk (Published in the New Hope-Golden Valley Sun-Post on the 2nd and 9th days of December, 1998.) .. Each and all of the terms and provisions as stated in the foregoing notice of hearing are hereby adopted as the terms and provisions in accordance with which said hearing shall be held. Dated the 9th day of November, 1998. ;(~ W. Peter Enck, Mayor Attest: ~~ Valerie Leone, ity Clerk P:\AllOmcyICllb R=solutillllS\n:SO~7.smapc. wpd COUNCIL m -trf]41 ~W ""oq - REQUEST FOR ACTION Originating Department Public Works Approved for Agenda Agenda Section By: Jeannine Clancy By: j) 9-8-97 Development & Planning Item No. 8.5 PRESENTATION REGARDING PROpOSED 42nd AVENUE STREET\INTERSECTION IMPROVEMENTS; RESOLUTION AUTHORIZING STAFF TO PROCEED WITH FEASIBILITY REPORT AND RELATED PROJECT ACTIVITIES FOR IMPROVEMENT PROJECT 547 The City Engineer has developed a concept report for the proposed improvement of 42nd Avenue between Winnetka Avenue and Zealand Avenue. The improvements contemplated include: . Widening 42nd Avenue between Winnetka and Xylon Avenues to create a center turn lane . Improvement of the traffic signal at 42nd and Xylon Avenues to create dedicated left turn lanes for east and westbound traffic . Construction of a right turn lane for eastbound 42nd at Winnetka Avenue . Overlay of the existing street surface . Improvements to the existing storm sewer system . Improvements to the existing water main . Placement of overhead utility lines underground " Installation of street lighting . Coordination with Gethsemane Cemetery for proposed landscaping and driveway improvements. . Coordination with School District 281 for landscaping previously considered at the southeast corner of the intersection of Winnetka and 42nd Avenues, Attached is a copy of the Concept Report, The City Engineer will present this report to the Council on Monday evening. The recommendations of staff and the City Engineer are included on pages 6 and 7, MOTION BY TO: /iCle~. ;;;;rtt/5/ SECOND BY /r!- t:::!b:)tJ-f.A/"L Review: Administration: Finance: RFA-OOl Request for Action Project 547 September 8, 1997 Page 2 The resolution before the Council directs staff to: 1. Hold meetings with property owners, including representatives of District 281 and Gethsemane Cemetery, to discuss and further define the proposed project. Discussions have taken place in the past regarding the landscaping along these two properties and staff would like to clarify the direction to proceed prior to beginning any design effort. 2. Procure the services of a professional appraiser to review the project and determine the feasibility of assessing the project. 3. Request that Northern States Power and King Video Cable begin work to design the improvements needed to place overhead electrical and cable television lines underground, 4. Secure the services of a landscape architect to review the existing landscaping on 42nd Avenue, and to recommend modifications to the existing theme. Some of the existing improvements have not aged well under the conditions that they are exposed to and staff desires to generate some ideas for replacement of existing plant material and hardscape improvements. 5. Negotiate a joint and cooperative agreement with Hennepin County for construction of the project. Said agreement would be considered by the City Council at a future date and would define the responsibilities for designing and constructing the project. 6, Negotiate with Hennepin County and Gethsemane Cemetery for the construction of a right turn lane at the eastbound intersection of 42nd and Winnetka Avenues. 7, Prepare an assessment agreement for work done in conjunction with the project that would be funded by Gethsemane Cemetery. 8. Prepare a feasibility report. If Council adopts the resolution, the following proposed schedule is suggested: Order Feasibility Report Present Feasibility Report Conduct Public Hearing/Complete Plans & Specifications Approve Plans & Specifications Receive Bids/Award Contract Begin Construction Complete Construction Conduct Assessment Hearing g:Reques~567Feas September 8, 1997 October, 1997 November, 1997 December, 1997 January, 1998 April, 1998 September, 1998 August, 1998 Request for Action Project 547 September 8, 1997 Page 3 The project will be funded in part by Hennepin County. Options for funding the City's portion of the project include special assessments (if feasible), tax increment financing 1 Road and Bridge fundi Municipal State, and the Joint Water Commission, Staff recommends adoption of the resolution, CITY OF NEW HOPE RESOLUTION NO, 97- 151 _ RESOLUTION REGARDING PROPOSED 42ND AVENUE STREET\INTERSECTION IMPROVEMENTS; AUTHORIZING STAFF TO PROCEED WITH FEASIBILITY REPORT AND RELATED PROJECT ACTIVITIES IMPROVEMENT PROJECT No, 547 WHEREAS, the City Engineer has prepared a concept report for the 42nd Avenue Street and Intersection Improvements; and, WHEREAS, the City Council has accepted the report and directs staff to proceed certain activities necessary to develop a feasibility report for the project. NOW, THEREFORE, BE IT RESOLVED, that staff is directed to: 1, Hold meetings with property owners to discuss and further define the proposed project. 2, Procure the services of a professional appraiser to review the project and determine the feasibility of assessing the project. 3. Request that Northern States Power and King Video Cable begin work to design the improvements needed to place overhead electrical and cable television lines underground, 4. Secure the services of a landscape architect to review the existing landscaping on 42nd Avenue, and to recommend modifications to the existing theme. 5, Negotiate a joint and cooperative agreement with Hennepin County for construction of the project. Said agreement would be considered by the City Council at a future date. 6. Negotiate with Hennepin County and Gethsemane Cemetery for the construction of a right turn lane at the eastbound intersection of 42nd and Winnetka Avenues. 7. Prepare an assessment agreement for work done in conjunction with the project that would be funded by Gethsemane Cemetery, 8. Prepare a feasibility report, Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this 8th day of September, 1997, Attest: ~(~L City Clerk %~ Mayor G:Resolutn\547con I =1 I I I I I I I .1 I I I I I I ,I -- I I Concept Report for 42nd A venue Street / Intersection Improvements City of New Hope City Project Noo 547 File No. 34186 September 1997 Bonestroo Rosene Ander!ik & Associates Engineers & Architects Bonestroo Rosene Anderlik & Associates BonestrOQ, Rosene, Anderli,t,' and Associates, Inc. is an Affirmative Action,/Equal Opportunity Employer Principals: Otto G. Bonestroo, RE. . Joseph C. Anderlif<. FE. . Marvin L. $orvala. RE. . Ricllard E, Turner, PE . Glenn R, Cook, PE . Robert G, Schunlcht. F'E, . Jerry A, Bourdon, F'E, . Robert Vi. Rosene, r.E. and Susan tv1. Eberlln, C.P.A., Senior Consultants Associate Principals: Hov.rard A. Sanford. P.E. . Keith A. Gordon, RE. . Roben R. Pfefferle, PE. . Richard VI. Foster, RE. . David Q. Loskota. PE. . I~obert C. Russek. A.I.A. . Mark A. Hanson. P.E . Michael T. Rautmann, r.E. . Ted K.Fiefd. FE. . Kenneth P. Anderson. PE. . Iv!ark R. Rolfs, p.E. . Sidney P. \}/illiamson, FE.. L.S. . Robert F. Korsmith Offices: Sf. Paul. Rochester, \.ViI/mar and Sr. Cloud, MN . i'viiJwaukee, \Vr Engineers & Architects September 4, 1997 Honorable Mayor and Council City of New Hope 4401 Xylon Avenue North New Hope, MN 55428-4898 Re: 42nd Avenue (C.S.A.H. 9) / Xylon Avenue Street / Intersection Improvements City Project No. 547 Our File No. 34186 Dear Mayor and Council Members: The attached report presents recommended street and storm sewer improvements for 42nd Avenue (C.S.A.H. 9) between Winnetka Avenue and Boone Avenue. In addition, pond improvements are proposed on the land owned by Gethsemane Cemetery located on the south side of 42nd Avenue, Also included is consideration for burying NSP's overhead electric lines located on the south side of 42nd Avenue between Winnetka Avenue and Boone Avenue. The purpose of this report is to present preliminary design plans and cost estimates as developed by City staff, Hennepin County staff, and representatives of Gethsemane Cemetery. We will be pleased to meet with the Council and other interested parties to discuss this report at a mutually convenient time. Respectfully submitted, BONESTR~SENE' ANDERLIK & ASSOCIATES, INe. 1~son~~ MAH:la Attachment I hereby certify that his plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the S/i{ ::1":;; VfAU7 <- MarllA. Hanson Date: September 4. 1997 Registration No. 14260 i:\34\34186\report.doc Page 1 - -.- 2335 West Highway 36 III St. Paul, MN 55113 Ii 612-636-4600 III Fax: 612-636-1311 Table of Contents Page No. Letter of Transmittal.......... .... ..... ..................... ..... ...... ......... ...... ............ ....1 Table of Contents .............. ..... .................... ..... ..... ............... ............... .......2 I. Project Summary Project Goals. ....... .................. ..... ......... ...... .... ... ..... ........... ...........3 Project History ................. ......... .... ............. ...................... ............3 Recommendations.......................,................................................ 5 Estimated CostJRevenue Summary ........... ..................... ...... ... .... 6 Project Schedule........................... ..... ...... ....................................7 ll. Project Components Street/Signal ( 42ndrxylon Avenues) ............................................8 Storm Sewer............ ... ... ..... ................. ... ...... .......... ........... ...........8 42nd Avenue (Catch BasinJLeads).......................................8 42nd Avenue Trunk Line .....................................................8 Street Lights..................................................,............................ .11 Cemetery Driveway Reconstruction ...........................................11 Cemetery Landscape.................................................................. .11 Trunk Water Main - Winnetka Avenue .....................................11 Alternate Right Turn Lane at Winnetka Avenue ........................12 NSP Overhead Electric ................. ............ ............ ................ .... ..12 Appendix A - Preliminary Cost Estimate Figures Gethsemane Cemetery Master Development Plan Gethsemane Cemetery Suggestions - Boone Avenue Pond Figure 1 - Location Plan Figure 2 - Street Figure 3 - Street Section Figure 4 - Storm Sewer (Street) Figure 5 - Boone Avenue Pond Figure 6 - Gethsemane Cemetery Entrance Construction Figure 7 - Gethsemane Cemetery Rockford Road Planting Attachments Development Agreement (City/Cemetery) Appraisal Hennepin County Correspondence (1997, 1995, 1993) i:\34\34186\report.doc Page 2 I. Project Summary Project Goals The goal of the project is to improve traffic flow by providing protected turn lanes, develop a landscape plan (for City/County right-of-way and Gethsemane Cemetery) and bury the overhead electric. The project objective is to blend the commercial uses on both the east and west side of Winnetka Avenue along 42nd Avenue to develop a downtown New Hope. Project History The project history began in 1988 when improvements were constructed in 42nd Avenue east of Winnetka Avenue. In 1993, Gethsemane Cemetery managers came to the City of New Hope with a development proposal to demonstrate how they ultimately intend to develop their property. (see following page - Gethsemane Cemetery Master Development Plan). Phased construction was proposed as part of that plan, of which Phase I has been constructed. Through the review process, a development agreement was developed between New Hope and Gethsemane Cemetery which outlines the improvements and schedule. The improvements contemplated in 42nd A venue were reviewed with Gethsemane Cemetery representatives and coordinated with Hennepin County. Attachments (located at the back of this report) include the Development Agreement (between New Hope and Gethsemane Cemetery), the Appraisal (involving the right- of-way acquisition along 42nd Avenue in accordance with agreement), and letters from Hennepin County in 1993, 1995, and 1997. i:\34\34186v-eport.doc Page 3 ~ 0 ,,0 >eP m: z~ ~ C'lm ffiF=J ~ -fr- I;'-J (.'e] i=l - 0 ~~ ~ I) '\ ~" I ~ Q , \', m J I :L ~ ~ i~' _,._U(-_.,~.._"- ~ ~ t:3 ;::P '1;="- 0 / "--, - o (IJ.J.J ::::S.. I ~ \ " ,,? ",~',I.N-N\~.' A-\L-E#~\, r"\" ~., .-;:-:- "0<; ~. ~. - ". ,.~,.~' .' , ':' ~ ?J ~ ~ 1 Il;~~~l\'''J v\ ~i1j-"" \ J'::::f?1f1H\1: P~Ul \ I:' ", \~)r:~yt. r-,..J l .... -~ -~ i r - .. j ~ l I 1 J I ~. 0 f9 ~ u ~~~;"e. \ ~~'" _\ r~ll\ l'W \ ~~' ". .' I. 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I ~!fI' "'.""'-~ 8-=;\~~~'.U~_. *../ i ill @ ff? os- ,. > 11\ . :: Ii> , C :~. ~ o , o I-' ~ '"' Ii> ..:J ~ ~ '" g ~C; ~'" ,> ;'-z aS2 0::'-' 0::: ;.-'" ",:l; ~> ><'1 B~ 5~ rdr:l Ii:: t?~ >> 3;z ~'~ ;.-Cl z" Z:, r.:- :::z (.C0 Recommendations This report, reviewed by City Staff, sets forth the following recommendations: . A Joint Powers Agreement be developed between Hennepin County and New Hope finalizing the scope of the project and cost sharing. An Assessment Agreement be developed between Gethsemane Cemetery and New Hope outlining the scope of improvements, construction management, and cost sharing. In' addition, the scope of the work for their driveway relocation, landscape, and pond excavation to be constructed as part of this project be finalized. New Hope assume responsibilities for preparation of detailed plans and specifications for bidding. Hennepin County assume responsibilities for Contract Administration or the costs for contract administration estimated at 8 percent of the construction costs in 42nd Avenue right- of-way. Hennepin County reVIew and determine if they wish to pursue the right-turn lane construction alternate at Winnetka Avenue which further impacts Gethsemane Cemetery. New Hope request Northern States Power (NSP) to develop plans and costs to bury their overhead electric between Winnetka Avenue and Boone Avenue such that the work would be constructed in 1998 in conjunction with this project. New Hope retain a land surveyor to prepare easement descriptions for permanent and temporary easements on Gethsemane Cemetery property. New Hope prepare a concept report for 45th / Xylon Avenues north of 42nd Avenue to Winnetka Avenue (street and storm sewer improvements) to evaluate the feasibility of coordinating improvements for both projects. New Hope retain an appraiser to determine benefit to the properties on the north side of 42nd Avenue and along Xylon / 45th Avenues north of 42nd Avenue based on proposed improvements. The results of the appraisal will be the basis for determining assessments. New Hope retain a landscape architect to evaluate the existing streetscape (Louisiana to Winnetka Avenues) and develop new streetscape in conjunction with Gethsemane Cemetery's proposal. . . . . . . i:\34\3418cweport.doc Page 5 New Hope reVIew with school district representative their desires and willingness to participate in landscape improvements for their property (southeast corner of 42nd / Xylon Avenues). Landscape plan, proposed by Gethsemane Cemetery, be submitted and reviewed by New Hope Planning Commission. Estimated Cost / Revenue Summary The estimated project cost is detailed in Appendix A and is summarized below: Street Signal (Xylon / 42nd Avenues) Storm Sewer 42nd Avenue (catch basin / leads) 42nd Avenue Trunk Line Boone Avenue Pond Street Lights Cemetery Driveway Reconstruction Cemetery Landscape Right-of-Way Acquisition (42nd Avenue) Trunk Water Main - Winnetka Avenue $560,870.00 192,500.00 Total Alternate - Right Turn Lane @ Winnetka Avenue NSP Overhead Electric Bury 31,240.00 68,890.00 150,840.00 115,500.00 101,970.00 70,840.00 46,750.00 45,000.00 $1,384,400.00 118,120.00 150,000.00 The estimated project costs include 10 percent for contingency and 25 percent for indirect costs. Indirect costs include administration, engineering, legal, and construction interest. The City of New Hope, Hennepin County, and Gethsemane Cemetery will share in the project cost. The cost sharing is based on the Development Agreement (between Gethsemane Cemetery and New Hope) and Hennepin County's policy for cost participation for cooperative highway projects. The revenue sharing is summarized below. i:\34\34186\report, doc Page 6 New Hennepin Gethsemane Description Hope County CemeterY Total Street $141,605.00 $419,265.00 (I) $560,870.00 Signal (Xylon/42nd Avenue) 192,500.00 192,500.00 Storm Sewer Catch BasinJLeads 15,620.00 15,620.00 31,240.00 Trunk Line 62,000.00 6,890.00 68,890.00 Boone A venue Pond 130,215.00 20,625.00 (2) 150,840.00 Street Lights 115,500.00 115,500.00 Cemetery Driveway Recon. 10,200.00 (3) 10,200.00 81,570.00 101,970.00 Cemetery Landscape 70,840.00 70,840.00 Right-of-Way Acquisition 23,375.00 23,375.00 46,750.00 Trunk Water Main-Winnetka 45.000.00 45.000.00 Total $736,015.00 $475,350.00 $173,035.00 $1,384,400.00 Alternate Right Turn Lane 118,120.00 118,120.00 NSP Overhead Electric Bury 150,000.00 150,000.00 (1) Hennepin County's cost does not include 25 percentfor indirect costs (2) Gethsemane Cemetery's cost is based on 5,000 cubic yards per Agreement (5,000 c.y. x $3.00Ic.y. x 10% contingencies x 25% indirect cost) (3) Reconstruction of Gethsemane Cemetery's driveway assumes Hennepin County and New Hope will share equally in 20% of its cost (that which is included in County right-of-way) Project Schedule Complete Review of Draft Report Present Concept Report to Council / Authorize Preparation of Plans and Specifications Present Feasibility Report Public Hearing / Complete Plans and Specifications Approve Plans and Specifications for Bidding Receive Bids / Award Contract Begin Construction Complete Construction August 29, 1997 September 8, 1997 October 1997 November 1997 December 1997 February 1998 April 1998 September 1998 i:\34\34186\report,doc Page 7 II. Project Components Street/Signal (42od /Xylon Avenues) The street improvements provide for widening 42nd Avenue from approximately Zealand Avenue to Winnetka Avenue (see Figure 2). The widening provides for adding left-turn lanes at Xylon Avenue and a center left-turn lane to serve the three driveway entrances to the commercial properties located on the north side of 42nd Avenue between Xylon Avenue and Winnetka" Avenue. The traffic signal at Xylon Avenue will be reconstructed to accommodate the left turn lane construction. The widening requires approximately 18 feet of additional right-of-way from Gethsemane Cemetery. The existing and proposed street section is shown on Figure 3. The improvement provides for adding a bituminous street section approximately 19 feet south of the existing street cross-section to accommodate the street widening. The existing street cross-section, which includes a bituminous overlay on an eight-inch thick concrete pavement, will be maintained with the exception that the existing bituminous overlay over the entire street width is proposed to be milled and a new bituminous overlay constructed from Zealand Avenue to Winnetka Avenue (see Figure 3). A new seven-foot wide concrete sidewalk will be constructed along the south side of 42nd Avenue from Winnetka Avenue to Boone Avenue. Sidewalk sections on the north side of 42nd Avenue will be removed and reconstructed based on their condition and to accommodate the streetscape plan. Storm Sewer 42nd Avenue (catch basinslleads): The street widening to the south requires catch basins and leads be reconstructed and extended to the south. In addition, it is proposed to upgrade the catch basins and leads to the north side of 42nd Avenue (see Figure 4) to provide more inlet capacity. 42nd Avenue Trunk Line: The existing east-west trunk storm sewer in 42nd Avenue east of Winnetka Avenue is an 18-inch and 21-inch diameter storm sewer that was constructed in 1962. Due to the frequent flooding in the low point of 42nd Avenue at Xylon Avenue, the Old Dutch Pond storm sewer improvements that were constructed in 42nd Avenue east of Winnetka Avenue i:\34\34186\report.doc Page 8 in 1978, and the age of the existing trunk storm sewer, it is proposed that the existing trunk storm sewer in 42nd Avenue west of Winnetka Avenue be upgraded to a 24-inch diameter trunk storm sewer to the low point in 42nd Avenue at Xylon Avenue (see Figure 4). The storm sewer connection in 42nd A venue at Winnetka Avenue would be where the Old Dutch storm sewer improvements ended in 1978. Hennepin County's participation will be in accordance with their policy, which states that they will be responsible for 50 percent of their contributing flow in trunk storm sewer lines. Boone Avenue Pond: The pond on Gethsemane Cemetery's property located along Boone Avenue (between 40 Y:z Avenue and 41 st Avenue, see Figure 5) is proposed in accordance with New Hope's Local Storm Water Plan and the Developer's Agreement with Gethsemane Cemetery. The ponding area will provide storage for retention and satisfy water quality requirements in accordance with Bassett Creek Watershed Commission. The delineated wetland impacted by the ponding construction will be mitigated by developing a two-cell pond. The mitigation will be satisfied by the pond area for the second cell. The drainage area tributary to the proposed ponding area presently flows directly into Northwood Lake. In accordance with the Developer's Agreement, the excavated material will be disposed on the cemetery's property as shown on Figure 5. The storm sewer in Boone Avenue will be extended from the existing 21- inch and 36-inch storm sewers in Boone Avenue to and from the ponding area. A concept of the ponding area along Boone Avenue developed by representatives of Gethsemane Cemetery is shown on the following page. i:\34\34186\report.doc Page 9 ,,:': R :I ,/ 1e'\~NDE~ AND ASSOC%ATES "----~ ~ V h~ rtA(Ufl#!.Y ~~riD, 1II~E't( Af;U1'~ ~.$ ~wH OH ~(~ 'fUrH; ~ IH N~\?S. 17~ ~~111~~~ 11\ ~n:"f ~-(~. P_r212 r . ~ / /' ~------ .~ . \ \ I , _ , ~- ..-- 1~0?l*71T01i~ ro~ 1W1i~AV~. 'fcHP, ?W'H~ t,/r,f9'J Street Lights Street lights and pedestrian lights are proposed to be constructed similar to the existing lighting east of Winnetka Avenue on 42nd Avenue. A review of the existing street lighting east of Winnetka Avenue will be made to comply with the proposed lighting west of Winnetka Avenue. It is recommended that the City review the extent of lighting required compared to what exists east of Winnetka Avenue and if any updates or modifications are required. Cemetery Driveway Reconstruction Gethsemane Cemetery has prepared a draft plan representing the driveway reconstruction required to relocate their main entrance opposite Xylon Avenue (see Figure 6). In accordance with Hennepin County's Policy for participation in driveway reconstruction (50 percent City, 50 percent County), it is assumed that the County/City cost sharing will be for the driveway portion in public right-of-way. For purposes of this report, it is assumed that the County/City participation is 20 percent of the total cost. The remaining 80 percent is the responsibility of Gethsemane Cemetery. The driveway section assumes a B612 concrete curb and gutter including a three-inch thick bituminous surface and a six-inch thick gravel base. Storm sewer construction is proposed as shown on their drawing. Cemetery Landscape Gethsemane Cemetery has prepared a draft landscape plan (see Figure 7). The landscape plan along 42nd Avenue includes berming and landscaping in lieu of fencing. The grading of the berm will be done by using the excess material generated from the street construction and pond grading along Boone Avenue. The excess material needed to grade the berm in accordance with their plan is estimated at 5,000 cubic yards. Approximately 170 deciduous, ornamental, and evergreen trees are proposed to be planted. Trunk Water Main - Winnetka A venue Public Works in conjunction with the Joint Water Commission (JWC) have budgeted the addition of a 12" valve in Winnetka Avenue immediately north of 42nd Avenue. In addition, the i:\34\34I86\report,doc Page 11 Winnetka Avenue is also included. Therefore, it is proposed to include the trunk water main construction as part of this project. The estimated cost presented herein is the budgeted amount included in the JWC capital improvement program (CIP). Alternate Right Turn Lane at Winnetka Avenue Hennepin County requested that an alternate be included for consideration of a right-turn lane at. Winnetka Avenue for westbound traffic wanting to go south on Winnetka Avenue. The right- turn lane alternate is shown on Figure 2. The appraisal process did not include right-of-way acquisition for a right-turn lane at Winnetka Avenue. Therefore, for cost estimating purposes, the right-of-way acquisition cost included herein assumes a similar square foot price included in the appraisal for other right-of-way acquisitions which must be reviewed if the right turn lane is to be included. The major effort to construct the right-turn lane will be the need to relocate the existing traffic signal and the existing landscape area in the southwest comer of the intersection. NSP Overhead Electric The 42nd Avenue street reconstruction project east of Winnetka Avenue provided for burying all overhead electric including that which existed at the 42ndIWinnekta Avenue intersection. It is proposed that the balance of overhead electric along 42nd Avenue to Boone Avenue be buried as part of this project. It is proposed that the overhead electric be buried beneath the proposed seven-foot wide concrete sidewalk on the south side of 42nd Avenue, The construction to bury the overhead electric will be done by Northern States Power (NSP) , NSP is aware of New Hope's plans and schedule to have their overhead electric buried. However, at this time, a plan and cost estimate has not been prepared by NSP. 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MAUSOLEUM ?ROCS:SS;CN LA~e ! f iF' :' ~ 1,1' '-~;E-l 1:'11 , ,'- ~ ',_ ~Cfae. .;'.",,~ --1 II T-{,: : ! ~ .'~~ I) ~~ 111 !f-\ ! 1-41 ~~>;:J ~/ I ~'1 L =i 'r-" 71 r=' J ---1 ----4 ;] '===-._r==- . . . . . . -----------.-------....., : ,:;> n1STfoc; Id~ 1.'V.7':l.S:2 i I ~~I -----.j)~ i ~ ::C51'lNMA1~ . /,//' ".0' I ....>r_.. I ---_ 1 Q~-=-_. . i. ~ ' ~_~ ---:r~ ~,_ ,,' ! ,R 0 , k f 0, d ~2"-, :.:--::;;-~~~~4 -~ ~ -~ .~~".~ ~~~-~-~~~~,-l CITY OF .eN "OPE 3 M -i Z::'~'"V'lfF - ~I TOP OF h'YONECUAD. :<,(LO~. 1 -~(;';r-J .~ ~~~/~;,\~RO RO ='~~ ~ i ~ ;;:"., I .3';;:8:16 CORA TO GETH.. DATUM ,if =1 l I ....... 5303 GETHSE'AANE ::!"E'I <I 0 I ~' I I:, :;11~: I \1....:1 I .~ j ;A!..E: 1M", :30' ~ \~ lC :i;l ..~ ;ALE IN FEET I IT\ \i Ij \};/ 1WRTH Figure No.6 ENTRANCE CONSTRUCTION Tl!~,~ATIlOLlC CEMETERIES '''''';.1.un 00 f.. ~( If ~ ~ ~ ~ I ~ ~ ~ ' I \ ...' I " \ ~~~'. ?t(!/ U\ ~... " . ~~'- ,:~ '\f'A~~ ~.~ ',: '\ ~.~ ~ \ ,,~~ \ ~~ !\~ \ ~;;, ~~ \ .t, r; ..:.~ ~~ ~~ tb ~'~ f) ~: ~~, 1';<',' "'::' *,,- >:~ ~t ~~ ~~ ~~ ~l~' ~~ ,;-1-1# ~:. .4f I). '" ~ '- l( " " I/. ~ ( ~ t '.:: ~ ~ ~ , IJ l.._ iJ I I , I I i I '~~ ~,"1"."!,1, ! ,', ~~;..- '" j .[: , i~. ~~ L:i ,::;~ ~ ~g I L 11"::::/'";';.1';:' {.- - .""....'~." ....c ~r..:,.; '5"" [ON 9JnB!.::l I -" ~ A TT ACHMENT 1 Development Agreement (City / Cemetery) PLANNED UNIT DEVELOPMENT AGREEMENT AND CONDITIONAL USE PERMIT FOR GETHSEMANE CEMETERY 1. Part i es to Aqreement. Thi s Agreement dated the 1st day of ::r~A"~'/ , 1991' is between the City of New Hope, a Minnesota Municipal Corporation (hereafter City) and The Catholic Cemeteries, a Minnesota Religious Diocesan Corp. (hereafter Developers). 2. Sub;ect Prooertv. The Developers are the fee owners of the following described property which is the subject of this Agreement located in the City of New Hope, County of Hennepin, Minnesota: Gethsemane Cemetery 3. Conditional Use Permit Planned Unit Development Aooroval. The Deve lope rs have asked the City to approve a Planned Un it Development (PUD) for the subject property consisting of the.- following uses: cemetery, burial, mausoleum, and office for cemet e ry bus i ness and use on 1 y. The City hereby grant s' conceptual approval for the property as set out in the Gethsemane Cemetery Mastef Plan identified as Exhibit A. The City also grants development approval and approves the PUD conditional use permit for the first stage of development on the condition that the Developers enter into this Agreement and comply with its terms. 4, Develooment Exhibits. The Developers shall construct its phase one improvements and phase two Xylon entrance in accordance with the plans shown on the following exhibits. If the exhibits vary from the written terms of this Agreement, the written terms shall control. The exhibits are: Exhibit A Gethsemane Cemetery Master Development Plan (January, 1993) Mausoleum/Office Site Plan (revised 8-30-93) Mausoleum/Office Grading & Utility Plan (revised 8-30-93) Mausoleum/Office Planting Plan (revised 8-30-93) Mausoleum/Office Phase 2 - Entrance (revised 8-30-93) Exhibit B Exhibit C Exhibit D Exhi bit E 1 Exhibit G1 & G2 Exhibit H1 & H2 Exhibit I Exhibit J1 through J5 Exhibit K Office Building Floor Plan & Elevations (7-9-93) Mausoleum Floor Plan & Elevations (revised 9-15-93) Water Main Loop (8-19-93) Signage Plan (7-20-93) Wetland Delineation (shown in 9-21-93 SEH Report) 5. Shared In~ress and E~ress. The Developers further acknowledge and agree to provide for Ingress and Egress for all uses on the subject property and hereby expressly agree that all uses on the subject property may utilize the curb cuts and driveways shown on the Exhibits for this purpose. 6. The Work. It is contemplated by the parties that the work will be completed in 4 phases as described in the Master Development Plan attached as Exhibit A. The Exhibits attached as B through J, including any approved subsequent amendments, describe the phase one work and the phase two entrance, which shall be performed by the Developers to the City's satisfaction in compliance with all applicable codes, ordinances, standards, and policies of the City. The work., includes all on-site exteri.or amenities as shown on the plans- including, but not limited to, landscaping, private drives, parking areas, storm drainage systems, water mains, sanitary sewers, hydrants, curbing, lighting, fences, fire lanes, sidewalks, and trash disposal enclosures. The Developers further agree that all signage on the property will comply with exhibits J1 through J5 and the New Hope Sign Code. 7. Financial Guarantee. To secure performance of the phase one work under this Contract, "all other terms of this Agreement and payment of all administrative fees require by the New Hope City Code, the Developers shall fur"' e 'ty with a f i nanc i a 1 guarant ee in t he amount of .~ 1 ,400.00 \:j fore any work is started or building permits is -d~ financial guarantee may take any of the following forms: i) Cash deposit at no interest; ii) Assigned Saving Certificate - interest to Developer; iii) Corporate Surety Bond; iv) Irrevocable Letter of Credit for term approved by the City. This financial guarantee may also be used by the City to pay all of its costs, including but not limited to, legal and engineering consulting fees, incurred by the City to enforce this agreement. 2 8. Completion of Work. The Developer agrees that the phase 1 work will be completed in its entirety on or before the 1st day of October, 1998. The phase 2 entrance shall be completed no later than 10 years after the execution of this agreement. No extension of time shall be valid unless the same shall be approved in writing by the City. An extension of time shall be valid whether approved by the City before or after the completion date, and failure of the City to extend the time for completion or to exercise other remedies shall not cause a forfeiture of the City's rights hereunder, nor shall any extension of time granted by the City cause any forfeiture of the C i t Y , sri 9 h t s . Its h all bet he d u t y 0 f the 0 eve lop e r t 0' notify the City of the completion of the work in writing and to request a final inspection of the work by employees of the City. The developers shall be required to submit for approval additional plans for all subsequent improvements as required by New Hope Code ~~4.19 through 4.197, with the exception of the phase 2 entrance attached hereto as Exhibit E. The financial guarantee furnished to the City shall guarantee completion of phase 1 improvements only. Additional financial guarantees may be required at the City's option as subsequent plans are submitted to the City for development approval of future phases of the project. A financial guarantee will be required for the phase 2 entrance prior to Developer's"- commenc i ng const ruct i on of the ent rance. These guarant ees shall remain in full force and effect after installation of the work, to determine that the useful life of a1-1 work performed hereunder meets the average standards for the particular industry, profession, or material used in the completion of the work. Landscaping improvements consisting of trees, shru~s, and other living material, shall be considered complete for purposes of this agreement upon determination of the City following inspection by the City that said materials have survived one full winter season after the actual installation of the materials. The period October 31 through April 30 shall constitute a winter season. Any work fail i ng to meet such st andards shall not. be deemed complete hereunder. Notice of the City's acceptance of the work shall be given the Developers following inspection and a determination that the work has been properly completed. Any such completion notice shall not release the financial guarantee. The financial guarantee may be released only upon motion of the City Council, and shall stay in full force and effect until all administrative costs are paid in full. 3 9. Street Ri~ht-of-Way Dedication. The Developer agrees that development of the property may generate additional traffic onto 42nd Avenue North created in part by use of the new phase 1 office facility and mausoleum as well as by future development in subsequent phases. To alleviate the potential safety hazard created by additional traffic on 42nd Avenue it is contemplated that Hennepin County with participation by the City, may desire to widen 42nd Avenue and construct left turn lanes at Xylon Avenue North. To facilitate these street improvements, the Developer agrees to provide by permanent easement street right-of-way over, under and across no more than the north 17 feet of the property as shown on the 8-25-93 preliminary plan prepared by Bonestroo, Rosene, Anderlik & Associates identified as Exhibit F. The Developer agrees to provide approximately 12,000 square feet of permanent right- of-way at no cost to the City or County for the left turn lanes at Xylon Avenue North as shown on Exhibit F. If the City and County request the approximately 10,400 additional square feet to construct the two-way left turn lane as shown on Exhibit F, the Developer shall receive fair market value for the additional square footage. Fair market value shall be determined by an appraiser mutually satisfactory to both parties. In the event the parties cannot agree on a single appraiser each party wi 11 select an appraiser. The appraisers" shall then select a third appraiser. The appraisers shall - determine a fair market value of the easement taken to which all three must agree and the parties hereto agree to be bound by said determination of value. The cost of said appraisals shall be paid equally by the parties. Determination of the exact amount of right-of-way needed for both or either left turn movement on 42nd Avenue North as shown on Exhibit F shall be determined by the New Hope City Engineer. The Developer fur t he rag r e est hat all f u t u red eve 1 0 pm e n t of t he pro per t y will take into consideration this requested right-of-way and no fencing, monuments, landscaping or structures of any kind will be placed or constructed within this 17 foot. strip of property. 10. Storm Water Draina~e/Wetland Delineation. The Developer also agrees that development of the property will generate additional storm' water run-off and may possibly impact existing wetlands on the property. Developer agrees it will dedicate at no cost to the City a permanent easement for storm water drainage and retention ponding. The Developer agrees that the ponding easements will be in accordance with the recommendations made in New Hope's Comprehensive Storm Sewer Plan and that said Plan has not yet been completed by the New Hope City Engineer. However, the general location of the pond 4 wi 11 be located di rect 1 yeast of the low point in Boone Avenue opposite 4075 Bone Avenue as shown on the Master Plan identified as Exhibit A. It may be no greater than approximately 8.5 acres - feet of storage (NWL 902, HWL 906) and shall incorporate approximately 2 acres of land (450' x 150' ) . The Developer agrees that the City will construct the Pond as part of the Developer's Phase 1 improvements. Further, the Developer agrees to provide the City with all requi red temporary construction easements 'upon execution of this agreement for construction of the pond. The City agrees to bear the cost for pipe modification in Boone Avenue required by the Pond's construction and all restoration inclUding landscaping associated with the construction. The Developer agrees it will pay all costs associated with moving 5,000 cubic yards of material to construct the pond determined by the City Engineer as the Developer's pro rata share based on anticipated cemetery drainage after development. Said costs shall be assessed against the property within 10 days after developer receives an itemized billing for the work from the City. Developer agrees it will make 10 semi-annual payment~ to the City until the Developer's share is paid in full. Said payments shall commence on May 31, 1994 with payments due on. the 31st day of May and October thereafter until October 31, _ 1998, when the entire unpaid principal and accrued interest shall be payable in full. Said amount shall bear interest at' a rate of 7% per annum on the unpaid principal balance. Developer further acknowledges and agrees its payment obligation for the pond construction shall be guaranteed by the financial guarantee reqUired by paragraph 7. The excess material wi 11 be spread on the property in accordance with the directions and requirements of the Developer. All private storm sewer reconstruction done to accommodate Phase 1 construction shall discharge directly into the open ditch which flows westerly to Pond one. A second Pond shall be const ruct ed in con j unct i on wi t h the Phase 2 Xylon entrance improvement. The second Pond shall be located apprOXimately 500' south of 42nd Avenue North and 200 feet west of Xylon Avenue North if Xylon were extended south as shown on the Master Plan identified as Exhibit A. The storage capacity and dimensions of pond two will be more fully defined by the Comprehensive Storm Sewer Plan. The Developer shall be responsible for all costs associated with the construction of the second Pond. Developer agrees it will provide the City at no cost with a storm water retention and ponding easement over the pond in the event the City deems it necessary to drain storm water run-off from the Boone and 42nd Avenue intersection to said pond. 5 The Developer also agrees to provide the City with a survey of the property that includes a delineation of all wetlands located on the property and verified by either the appropriate watershed district, the Army Corp. of Engineers or the Minnesota Board of Water and Soil Resources. Developer acknowledges that all future development of the site must comply with all federal regulations and Minnesota's Wetland Conservation Act relative to all disturbances of wetlands on the property. 11. Private Roadway Construction. The Developer agrees that all' private internal roads as proposed by the Master Plan and Exhibits shall be concrete curbed and surfaced with asphalt to match those already existing on the property. 12. Perimeter Fencin~ and Landscaping. Developer agrees that prior to the removal and replacement of any existing perimeter fencing and landscaping of the property detailed plans of the improvements will be submitted to the City Planning Commission and Counci 1 for revi ew and approva 1 . Furt her, Deve 1 oper ag rees that fut u re rep 1 acement of t he ex i st i ng cha i n-l ink fencing around the property's perimeter wi 1 1 be with high quality materials, that the fence setback will remain the same.. along Wi nnet ka Avenue No rt h, but t he set back along 42nd Avenue - and Boone Avenue North shall be a minimum of 10 feet measured from the new property lines after the dedication of street right-of-way and ponding easements provided for herein. Also, all future landscaping plans shall show type and location of the intended vegetation and shall be coordinated with all future fencing plans. 13. Internal Sidewalks. Developer agrees that any'improvement to the Winnetka entrance or construction of the Phase 2 Xylon entrance or future Boone entrance as shown on the Master Plan will include construction of sidewalks on one side of the respective entrance to the first internal cross street with the entrance under construction. 14. Phase 1 Conditions. The Developer agrees to the following terms and conditions as part of the City's approval of the site plans for the construction of the office building and mausoleum in addition to the other terms and conditions stated herein: i) The temporary office facility shall be removed within 14 days after the issuance of an occupancy permit for the office building, weather permitting; 6 i i ) A II above g round monument sand st ruct u res sha II be set back a minimum of 30 feet from the property lines as determined after dedication of the new street right-of-ways and ponding easements provided for herein; iii) The phase one improvements will not require construction of a looped water main and 2 hydrants. However, future developments of buildings or like structures may necessitate the need for a fire suppression system such as looped water main and 2 hydrants or internal sprinkling systems. Developer ag rees, as part of such fut u re deve 1 opment, to construct the appropriate fire suppression system as required by the City and agreed to by Developer. iv) Developer shall provide to the City anticipated construction time lines for all remaining Phase 1 improvements. ~ 15. Remedies for Breach. The City shall give prior notice to the Developer and a corporate surety that has provided a bond as f i nanc i a 1 guarant ee of any def au 1t before proceed i ng to._ enforce such financial guarantee or before the City undertakes any work for which the City will be reimbursed through the financial guarantee. Notice ~all be sent by certified mail. If within ten (10) days after such notice to it, the Developer or the surety has not notified the City in writing of its intention to enforce any rights it may have under this performance agreement or any performance bond or guarantee by stating in writing the manner in which the default will be cured and the time within such default will be cured, the City will proceed with the remedy it deems appropriate. At any time after the completion date and any extensions thereof, if any, of the work deemed incomplete, the City may proceed in anyone or more of the following ways to enforce the undertakings herein set forth, and to collect any and all overhead expenses incurred by the City in connection therewith including, but not limited to, engineering, legal, planning and litigation expenses including court costs and reasonable attorney's fees; but the enumeration of the remedies hereunder shall be in addition to any other remedies available to the City. i) Specific Performance. The City may in writing direct a corporate bond surety or the Develope~ to cause the work to be undertaken and completed 7 within a specified reasonable time. If the surety and/or the Developer fail to cause the work to be done and completed in a manner and time acceptable to the City, the City may proceed in an action for specific performance to require work to be undertaken. ii) Completion bY the City. The City, after notice, may enter the premises and proceed to have the work done either by contract, by day labor or by regular City forces, and neither the Developer nor the corporate surety may question the manner of doing such work or the letting of any such contracts. Upon completion of such work, the surety and/or the Developer shall promptly pay the City the full cost thereof as aforesaid. In the event that the financial guarantee is in the form of a performance bond, it shall be no defense by the surety that the City has not first made demand upon the Developer, nor pursued its rights against the Developer. o iii) Deposit of Financial Guarantee. In the event that- the financial guarantee has been submitted in the form of a performance bond, the City may demand that the surety deposit with the City a sum equal to the City's estimate~ cost of completing the work, plus the City's estimated overhead expenses as defined herein, including any other costs and damages for which the surety may be liable hereunder, but not exceeding the amount set forth on the face of the performance bond which money shall be deemed to be held by the City for the purpose of reimbursing the City for any costs incurred in completing the work as herein before specified, and the balance'shall be returned to the surety. The money shall be deposited with the City within ten (10) days after written demand therefor, and if the surety fai 1 s to make the requi red deposit within ten days, the City shall have the right to proceed against the surety with whatever legal action is required to obtain the deposit of such sum. iv) Funds of Deposit. In the event that the financial guarantee is in the form of cash, certified check, irrevocable letter of credit, or other arrangement making the financial guarantee immediately accessible to the City, the City may, after notice 8 to the Developer, deposit the financial guarantee in its general account. The City may then proceed to complete the work, reimburse itself for the cost of completion as defined hereunder, and return the balance to the Developer. 16. Miscellaneous. i) This Agreement shall be binding upon the parties; their heirs, successors or assigns, as the case may be. ii) Breach of the terms of this Agreement by the Developer shall be grounds for denial of bui lding permits. i i i ) If any portion, section, subsection, sentence, clause, paragraph or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Agreement. .. iv) The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal act ion to en fo ree t his Ag reement shall not be a waiver or release. vi) v) Developer agrees to reimburse the City for the '. actual CO$ts to the City associated with Planning Casse 93-11 and this Agreement, including but not limited to, engineering and attorney's fees. Developer agrees that the financial guarantee shall not be released until all ~uch costs have.been paid . to the City. The Developer agrees to reimtiurse t~e City for all costs incurred by the City in the enforcement of this Agreement, or any portion thereof, inclUding court costs and reasonable engineering and attorney's fees. .... 9 17. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer by certified or registered mail at the following address: Executive Director, Catholic Cemeteries, 244 Dayton Avenue, St. Paul, MN 55102. Notices to the City shall be in writing and shall be either hand delivered to the City Clerk, or mailed to the City by certified mail or registered mail in care of the City Clerk at the following address: 4401 Xylon Avenue North, New Hope, Minnesota 55428, Attention: City Clerk. Dated: /-';;"/-9"1 DEVELOPERS..J .A A _ By C, '" I~_~ r~,..<qT~ Its ~preSident By - /: J.?.r? rY/, C2-~ It-$' . Secretary Dated: /-dLl- 9'1 :~jf;; - , BY~Y~ Its Cit anager '- <> ) ) ss. COUNTY OF HENNEPIN ) On this ~~"d day of au~ue:I::. , 199i, before me personally appeared Edw. J. E 'ckson and Daniel J. Donahue, to me known to be the persons describ~d in the foregoing instrument and who did say they are respectively the Mayor and City Manager of the municipal corporation named therein and that the seal affixed to said instrument is the corporate seal of said municipal corporation, and that said instrument was signed and sealed in behalf of said municipal corporation by authority of its City Council and said Edw. J. Erickson and Daniel J. Donahue acknowledged said instrument to be the free act and deed of said municipal corporation. STATE OF MINNESOTA Ya1Vtil f) ~ Notary Publi 10 . ..J'AR't". AI ~J: t:~~A My C<-o . ,'m ..... ~ 11. .. . STATE OF MINNESOTA ) ) ss. ) COUNTY OF HENNEPIN , 199~, before me and to me known to be the persons d scribed in the foregoin~ instx~ent and who did say that they are espect. y the K-/7P~P~ and . of the corporation named therein, and that said ins ument was signed on behalf of said corporation by authority of its Board of Directors and they did further attest said instrument to be the free act and ed of said corporation. 1 <:Eka'U:>n. dU. dt[&.~hall NOTARY PUBLIC . W,INNESOTA RAMSEY COUNTY My commission expires 5-4-99 c:\wp51\cnh\pud.g-f " 1 1 /0 - II II ..--JJ-.~... -'~~ L ; . , 3.n N 3 ~ +--e-e-e - _ lb ~. --~ - --,- , ~-B.' ~;O~~IJ.~,im..,~j, :~1\~V-'~;:' ~~!:~i"~:'~":-" .. ~.~". '~1' rr ~ ., ,;S, " . ~ ;tf::-- ' r"';., ~ " , ~<'.' -. ;'~~. ,i.oI~'~i,qw' , <..;~. - '.' - . , ~,,' '. , "" \'\ ,\' I ~ /" . \\,-,\~~ .~ '\'fl\\\' . ..., ..' ". .: ..' " ~. ." ,.:\, '. '......:-.....~ ,.,:::77~\.:'\.: .. -:::-;: .. ;,: ,;;~J,;> I ~~, ' ",~, '.. II')"~"~, <_.. S" :'. II ... ' . 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Residential - Commercial - Industrial - Equipment 2310 Wesl County Road 0 New Brighton, Minnesota 55112 October 1, 1996 Real Estate - (612) 636- 2565 Equipment - (612) 633-0779 Fax - (612) 633-0394 Catholic Cemeteries C/O Mr. John Cherek 400 Selby Avenue St. Paul, Minnesota 55102 City of New Hope C/O Kirk McDonald 4401 Xylon Avenue North New Hope, Minnesota 55428~4898 Gentlemen: Pursuant to the requirements of we appointed appraisers in the 'Planned Unit Development Agreement and Conditional Use Permit for Gethsemane Cemetery,' dated January 1,1994, we have agreed upon the appraised values quoted below for three acquisition scenarios. The basic appraisal was completed by William Cushman and consists of a limited restricted report contained mostly in the files at his office. Significant supporting documentation was examined in his files and the fair market value as required on page four of the Agreement is as follows: Total Compensation Breakdown - All Plans: -"'" Plan A - Temporary Easement !? _14, 650~C?9 Plan B - (Basic) Permanent Easement $ 19,598.00 Temporary Easement $ 27,130.00 Total Compensation = $ 46,728.00 SAY: $ 46,750.00 Plan C - (Ultimate) Permanent Easement Temporary Easement Total Compensation SAY: $ 75,338.00 $ 44,851.66 = $120,189.66 $120,200.00 Please recognize that the cost of moving fences, gates, sprinkler heads, and any utility connections are not considered under any scenario. Plan A considers only a temporary construction easement of 12,899 square feet. Plan B (Basic) considers a permanent easement of 10,400 square feet and temporary construction easement of 17,600 square feet. Plan C considers a permanent easement of 30,865 square feet and a temporary easement of 29,008 square feet. All proposed acquisitions are a strip along the south side of 42nd Avenue North and do not affect any burial sites. Invoices for services rendered will follow. Half of William Cushman's fee will be billed to each of you. . ohn Steensl d, , CCRA 3378 Buckbee Road Robert Johnson Associates White Bear Lake, MN 55110 J;;;!. ~lund, MAl, SRA 2852 Anthony Lane South BCL Appraisals Minneapolis, MN 55418 d-c~~# L~ William Cushman, MAl Appraisal Concepts, Inc. 2310 County Road D New Brighton, MN 55112 DESCRIPTION OF THE EASEMENT ACQUISITIONS: It is our understanding via the PUD agreement between the city of New Hope and the cemetery representatives that a 12,000 +/- square foot area along 42nd Avenue has already been dedicated to the city by the cemetery. This 12,000 +/- square feet is between 0-17' deep (tapers to 0 at Boone Avenue, gradually expands east to 17' and tapers back gradually to 0 proceeding east to just east of the existing easterly drive). This 12,000 +/- square foot area is to be used for roadway purposes. In addition to this 12,000 +/- square feet, the proposed easement. acquisitions are situated south of and adjacent to the original 12,000 +/- square feet. Upon physical inspection of the property it was apparent that several mature trees were situated within the easement areas. It is our understanding that these trees will be removed for the completion of the road construction. Due to the size of the t~ees it will be impossible to replace them, therefore we have compensated for the loss with the cost of several small trees. There are three different potential acquisition areas to be described and considered herein, they are as follows: PLAN A: Temporary Easement: This plan requires only a temporary easement that would be situated immediately south of and adjacent to the 12,000 +/- square feet that has been dedicated. As per New Hope City Engineer, Mr. Mark Hanson, this area would include 10' of width. The intent of the easement would be for construction and grading purposes during the road improvement project. At this time there are no spot elevation plans available, therefore the exact slope in the after position is an estimate. It is our understanding as per Mark Hanson, that the change in grade in the after position will not exceed 12". For compensation purposes we have estimated approximately 1/2 of the temporary easement area will have a grade change greater than 6" in the after position. The temporary easement compensation is based on a six month reversion factor at 8.5%, this interest rate was used to compute the reversion factor as it is considered to be the most approximate interest rate currently available through most lending institutions. The rate fluctuates somewhat between various lenders depending on mortgage variables, type of loan etc. 1 Please note that any sod, asphalt, or concrete curbing located within the temporary easement area will be restored in whole upon completion of the road construction, therefore these improvements have not been compensated for herein. In addition it is our understanding that two underground sprinkler heads located within the easement area will have to be relocated and should be billed separately to the city, they are not included herein. 12,899 +1- SF of land area @ $.80/SF = Reversion Factor: 6 months @ 8.5%: $10,319.20 x .959233 $ 9,898.52 $10,319.20 -$ 9,898.52 $ 420.68 Temporary Easement Compensation = Estimated area with a grade change in excess of 611: 12,899 +1- SF .1. 2 = 6,450 +1- SF, comp~nsated at $.40/SF (1/2 of $.80/SF) = 6,450 +1- SF x $.40/SF = $ 2,580.00 Slope Easement Compensation = $ 2,580.00 Improvements in the temporary easement area*: One 1811 dbh White Oak tree @ $632.00 x3**= $ One 3011 dbh Red Oak tree @ $632.00 x 4 = $ One 2411 dbh White Oak tree @ $632.00 x 4 = $ One 1011 dbh White Spruce @ $697.00 x 2 = $ One 811 dbh White Spruce @ $697.00 x 2 = $ One 1011 dbh White Spruce @ $697.00 x 2 = $ 10 Clumps @ 12' high - Honeysuckle hedge @ $25.00 ea. = $ 10 Clumps @ 12' high - Honeysuckle hedge @ $25.00 ea. = $ 1,896.00 2,528.00 2,528.00 1,394.00 1,394.00 1,394.00 250.00 250.00 Total Compensation for the Improvements = Total Temporary Easement Compensation = $11,634.00 $14,634.68 *The following improvements will be relocated if necessary and have not been compensated for herein: City Identification Sign Cemeteryq8' x 5' Wooden Identification Sign **This number represents the number of young trees necessary to reasonably replace the existing mature trees to be removed. 2 The cost data cited was obtained by Lyndale Garden Center, County Road 42, Burnsville, Bachman's Landscaping, Lyndale Avenue South, Minneapolis, Jerry's Landscaping (JLM) 60th and Pillsbury, Minneapolis and Bituminous Roadways Inc., Inver Grove Heights. All of the cost data cited is installed, the sod cost includes a final grade although it does not include additional top soil or prep work if needed. 3 PLAN B: (BASIC) Permanent Easement: This plan includes an additional 10,400 +/- square feet immediately adjacent east and south of the original 12,000 +/- square feet. This easement proceeds farther east where the 12,000 ends at approximately station 6.00 and continues to a point at approximately station 10.00. Plan B is also between 0-17' deep as noted on the map provided. 10,400 +/- SF of land area @ $ .80/SF = $ 8,320.00 Improvements in the permanent easement area: . Sod - 10,400 SF or 1,156 SYds. @ $2.52/SY One 6" dbh White Spruce @ $697.00 x 2* One 6" dbh White Spruce @ $697.00 x 2 One 6" dbh White Spruce @ $697.00 x 2 One 6" dbh White Spruce @ $697.00 x 2 " One 6" dbh White Spruce @ $697.00 x 2 One 6" dbh White Spruce @ $697.00 x 2 = $2,914.00 OIl $1,394.00 = $1,394.00 = $1,394.00 = $1,394.00 = $1,394.00 = $1,394.00 Total Compensation for the Improvements = Total Permanent Easement Compensation = $ 11,278.00 $ 19,598.00 *This number represents the number of young trees necessary to reasonably replace the existing mature trees to be removed. The cost data cited was obtained by Lyndale Garden Center, County Road 42, Burnsville, Bachman's Landscaping, Lyndale Avenue South, Minneapolis, Jerry's Landscaping (JLM), 60th and Pillsbury, Minneapolis, and Bituminous Roadways Inc., Inver Grove Heights. All of the cost data cited is installed, the sod cost includes a final grade although it does not include additional top soil or prep work if needed. Temporary Easement: This plan would include a 10' wide strip running immediately south of and adjacent to the entire 22,400 +/- square feet (original 12,000 +/- SF and additional 10,400 +/- SF). At this time there are no spot elevation plans available, therefore the exact slope in the after position is an estimate. It is our understanding as per Mark Hanson, that the change in grade in the after position will not exceed 12". For compensation purposes we have estimated approximately 1/2 of the temporary easement area will have a grade change greater than 6" in the after position. 4 The temporary easement compensation is based on a six month reversion factor at 8.5%, this interest rate was used to compute the reversion factor as it is considered to be the most approximate interest rate currently available through most lending institutions. The rate fluctuates somewhat between various lenders depending on mortgage variables, type of loan etc. Please note that any sod, asphalt, or concrete curbing located within the temporary easement area will be restored in whole upon completion of the road construction, therefore these improvements have not been compensated for herein. 17,600 +1- SF of land area @ $.80/SF Reversion Factor: 6 months @ 8.5% = $14,080.00 = x .959233 $ 14,080.00 -$ 13,506.00 Temporary Easement Compensation = $ 574.00 Estimated area with a grade change in eXG~ss of 611: 17,600 +1- SF .1. 2 = 8,800 +1- SF, compensated at $.40/SF (1/2 of $.80/SF) = 8,800 +1- SF x $.40/SF = $ 3,520.00 Slope Easement Compensation = $ 3,520.00 Improvements in the temporary easement area*: One 18lf dbh White Oak tree @ $632.00x3** = $1,896.00 One 30" dbh Red Oak tree @ $632.00 x 4 = $2,528.00 One 24" dbh White Oak tree @ $632.00 x 4 = $2,52~.00 One 1011 dbh White Spruce @ $697.00 x 2 = $1,394.00 One 8lf dbh White Spruce @ $697.00 x 2 = $1,394.00) One 1011 dbh White Spruce @ $697.00 x 2 = $1,394.00 10 Clumps @ 12' high - Honeysuckle hedge @ $ 25.00 ea. = $ 250.00 10 Clumps @ 12' high - Honeysuckle hedge @ $ 25.00 ea. = $ 250.00 One 811 dbh Austrain Pine @ $407.00 x 2 = $814.00 One 10" dbh Austrian Pine @ $407.00 x 2 = $ 814.00 One 6lf White Spruce tree @ $697.00 x 2 = $1,394.00 One 6" White Spruce tree @ $697.00 x 2 = $1,394.00 One 6" White Spruce tree @ $697.00 x 2 = $1,394.00 One 6" White Spruce tree @ $697.00 x 2 = $1,394.00 One 8' Northern White Cedar Clump @ $ 412.00 One 15lf dbh Basswood tree @ $1,262.00x 3 = $3,786.00 Total Compensation for the Improvements = $ 23,036.00 Total Temporary Easement Compensation = $ 27,130.00 5 *The following improvements will be relocated if necessary and have not been compensated for herein: City Identification Sign Cemetery 8' x 5' Wooden Identification Sign **This number represents the number of young trees necessary to reasonably replace the existing mature trees to be removed. The cost data cited was obtained by Lyndale Garden Center, County Road 42, Burnsville, Bachman's Landscaping, Lyndale Avenue South, Minneapolis, Jerry's Landsca~ing (JLM), 60th and Pillsbury, Minneapolis, and Bituminous Roadways Inc., Inver Grove Heights. All of the cost data cited is installed, the sod cost includes a final grade although it does not include additional top soil or prep work if needed. 6 PLAN C: (ULTIMATE) Permanent Easement: This plan includes 30,865 +j- square feet. The plan would basically include an additional 6' of width along the entire frontage on 42nd Avenue immediately south of and adjacent to the original 12,000 +j- square feet. 30,865 SF @ $.80jSF = $24,692.00 Improvements in the permanent easement area*: Sod - 30,865 SF - 640 SF asphalt drives = 30,225 SF OR 3,359 SYds @ $2.52jSYd SF = $ One 6" dbh White Spruce tree @ $ '697.00 x 2** = $ One 8" dbh White Spruce tree @ $ 697.00 x 2 = $ One 10" dbh White Spruce @ $ 697.00 x 2 = $ 10 Clumps @ 12' high - Honeysuckle hedge ~ $25.00 ea. = ',- $ 16' x 20' Asphalt driveway = 320 SFx$3.00jSF***= $ 32' Concrete curbs @ $10.00jLF*** = $ 16' x 20' Asphalt driveway = 320 SF x $3.00jSF = $ 32' Concrete curbs @ $10.00jLF*** = $ 6 Clumps @ 12' high - Honeysuckle hedge @ $25.00 ea. = $ 150.00 Six 6" dbh White Spruce trees @ $697.00 x 2 x 6= $ 8,364.00 Eight 6" dbh White Spruce @ $697.00 x 2 x 8= $11,152.00 Five 6" dbh White Spruce @ $697.00 x 2 x 5= $ 6,970.00 One 3" dbh White Spruce tree @ $ 697.00 One 1" dbh Hard Maple tree @ $ 204.00 Three 6" dbh White Spruce @ $697.00 x 2 x 3= $ 4,182.00 One 8" dbh White Spruce tree @ $697.00 x 2 = $ 1,394.00 Four 6' high White Spruce trees @ $347.00 ea. = $ 1,388.00 Two Wood Chip beds @ $50.00 ea. = $ 100.00 21 - 2' high Prostate Juniper bushes @ $28.00ea= $ 588.00 8,465.00 1,394.00 1,394.00 1,394.00 250.00 960.00 320.00 960.00 320.00 Total Compensation for the Improvements = $50,646.00 $75,338.00 Total Permanent Easement Compensation = *The following improvements will be relocated if necessary and have not been compensated for herein: One Wooden 8' x 5' Property Identification sign **This number represents the number of young trees necessary to reasonably replace the existing mature trees to be removed. *** Asphalt and concrete curbing costs are depreciated based on wear. The cost data cited was obtained by Lyndale Garden Center, County Road 42, Burnsville, Bachman's Landscaping, Lyndale Avenue South, Minneapolis, Jerry's Landscaping (JLM), 60th and Pillsbury, Minneapolis, and Bituminous Roadways Inc., Inver Grove Heights. 7 All of the cost data cited is installed, the sod cost includes a final grade although it does not include additional top soil or prep work if needed. Temporary Easement: This plan would include a 10' wide strip running immediately south of and adjacent to the entire 30,865 +/- square feet (and original 12,000 +/- SF). In addition a 20' wide easement would be required between Boone Avenue at the western boundary and Aquilla Avenue. At this time there are no spot elevation plans available, therefore the exact slope in the after position is an estimate. It is our understanding as per Mark Hanson, that the change in grade in the after position will not exceed 12". For compensation purposes we have estimated approximately 1/2 of the temporary easement area will have a grade change greater than 6" in the after position. The temporary easement compensation is b~sed on a six month reversion factor at 8.5%, this interest rate was used to compute the reversion factor as it is considered to be the most approximate interest rate currently available through most lending institutions. The rate fluctuates somewhat between various lenders depending on mortgage variables, type of loan etc. Please note that any sod, asphalt, or concrete curbing located within the temporary easement area will be restored in whole upon completion of the road construction, therefore these improvements have not been compensated for herein. 29,008 +/- SF of land area @ $.80/SF = Reversion Factor: 6 months @ 8.5% $23,206.40 = x .959233 $22,260.34 $23,206.40 -$22,260.34 $ 946.06 Temporary Easement Compensation = Estimated area with a grade change in excess of 6": 29,008 +/- SF ./. 2 = 14,504 +/- SF, compensated at $.40/SF (1/2 of $.80/SF) = 14,504 +/- SF x $.40/SF = $ 5,801.60 Slope Easement Compensation = $ 5,801.60 8 Improvements in the temporary easement area*: One 18" dbh White Oak tree @ $ 632.00 One 30" dbh Red Oak tree @ $ 632.00 One 24" dbh White Oak tree @ $ 632.00 One 11" dbh Basswood tree @ $1,262.00 One 10" dbh White Spruce @ $ 697.00 22 Clumps of 12' Honeysuckle hedge @ $25.00 ea. 4 Clumps @ 12' Honeysuckle hedge @ $25.00 ea. One 8" dbh Austrian Pine @ $ 407.00 x 2 One 10" dbh Austrian Pine @ $ 407.00 x 2 One 6" dbh White Spruce @ $ 697.00 x 2 Four 6" White Spruce trees@ $697.00 x 2 x Two 8' Northern White Cedar clump @ $412.00 ea. = $ 824.00 One 10' Northern White Cedar clump @ $ 412.00 Two 6" dbh White Spruce @ $697.00 x 2 x 2= $2,788.00 One 10" dbh Basswood tree @ $1,262.00 x ~ = $2,524.00 One 15" dbh Basswood tree @ $1,262.0rr x 3 = $3,786.00 One 6" dbh White Spruce @ $ 697.00 x 2 = $1,394.00 One 4" dbh White Spruce @ $ 697.00 = $ 697.00 One 4" dbh White Spruce @ $ 697.00 = $ 697.00 One 6" dbh White Spruce @ $ 697.00 x 2 = $1,394.00 Ten 6' high White Spruce trees @ $347.00 ea.=$3,470.00 x3**= x 4 = x 4 = x 2 = x 2 = $1,896.00 $2,528.00 $2,528.00 $2,524.00 $1,394.00 = $ 550.00 = $ 100.00 = $ 814.00 = $ 814.00 = $1,394.00 4= $5,576.00 Total Compensation for the Improvements = $38,104.00 $44,851. 66 Total Temporary Easement Compensation = *The following improvements will be relocated if necessary and have not been compensated for herein: City Identification Sign 8' x 5' Wooden Identification sign **This number represents the number of young trees necessary to reasonably replace the existing mature trees to be removed. The cost data cited was obtained by Lyndale Garden Center, County Road 42, Burnsville, Bachman's Landscaping, Lyndale Avenue South, Minneapolis, Jerry's Landscaping (JLM), 60th and Pillsbury, Minneapolis, and Bituminous Roadways Inc., Inver Grove Heights. All of the cost data cited is installed, the sod cost includes a final grade although it does not include additional top soil or prep work if needed. 9 TOTAL COMPENSATION BREAKDOWN - ALL PLANS: PLAN A Temporary Easement = $ 14,634.68 SAY:$ 14,650.00 PLAN B (BASIC) Permanent Easement = $ 19,598.00 Temporary Easement = $ 27,130.00 Total Compensation = $ 46,728.00 SAY: $ 46,750.00 PLAN C (ULTIMATE) Permanent Easement - $ 75,338.00 Temporary Easement = $ 44,851.66 Total Compensation = $ 120,189.66 SAY:$ 120,200.00 10 APPRAISAL QUALIFICATIONS OF WILLIAM H. CUSHMAN Certified Federal General Appraiser License #4001638 (Minnesota) certified General Appraiser License #752 (Wisconsin) Education: Graduated from the University of Minnesota in 1956 with a Bachelor of Science Degree in Forestry. Experience: United States Army, 1956-1958 Real estate sales, 1958-1961, Overman and Company,. Duluth, Minnesota Staff appraiser for Bureau of Sport Fisheries and wildlife, United States Department of Interior, from May of 1961 through November of 1966 Chief of the appraisal section, Bureau of Sport Fisheries and Wildlife, Midwest Region, from November 1966 through June of 1969 _ Private practice since June of 1969 Appraisals have been made for numerous private clients and the following agencies: The Bureau of Sport Fisheries and Wildlife The Bureau of Outdoor Recreation The National Park Service Conservation Departments for the states of: Iowa Minnesota Ohio North Dakota Indiana Missouri South Dakota Illinois Nebraska Wisconsin Michigan Northern States Power Company Housing and Redevelopment Authority, City of St. paui united States Department of Justice Bureau of Indian Affairs Specific types of appraisal other than residential: All types of industrial, commercial and residential properties Rural lands to be acquired for park and recreation Indian Treaty Lands - Michigan, North Dakota, South Dakota, Montana (historical in nature) Minnesota and Wisconsin abandoned railroad rights-of- way Membership: Appraisal Institute (M.A. I. 1~5392) President, Minnesota Chapter 1~3 5, American Institute of Real Estate Appraisers, 1984 General: Qualified to testify and have testified in courts as expert real.estate appraiser Appointed Commissioner, Ramsey County BeL APPRAISALS BJORKLUND,CARUFEL,LACHE~YER,INC. 2852 ANTHONY LANE SO., MINNEAPOLIS. MINNESOTA 55418 BRAD BJORKLUND MAl, SRA AL CARUFEL MAl RON LACHENMA YER SRA APffiAISIN3 QJALIFICATICN3 OF BRAD BJrnKUJND (612)781-0605 Fax: 781-7826 REAL ESTATE APPRAISERS & CONSULTANTS m:x::ATICN Bachelor of Science in Business Administration (1971): University of Minnesota hrerican Institute of Real Estate Appraisers Courses: lA, 1B, 2, 4, and Standards Scx::iety of Real Estate Appraisers Courses: 101 and 301 Instructor: University of Minnesota Extension Division Appraisal Courses 1979-80 ~CN MEMBERSfilllS MAr hrerican Institute of Real Estate Appraisers, 1976 BRA Scx::iety of Real Estate Appraisers, 1977 " SRPA Scx::iety of Real Estate Appraisers, 1977 SREA Scx::iety of Real Estate Appraisers, 1980, Chapter President 1983-84 Licensed Real Estate Appraiser, State of Minnesota, Certified General Real Property Appraiser, MN #4000377, Licensed Real Estate Broker, State of MN, 1972 to present, #0188621 St. Anthony Planning Cam1ission Meml:::er, 1978-85, Clair 1980-81 Metropolitan Cotmcil land Use Advisory Camri.ttee, 1977 to 1989 League of Waren Voters, 1977 to 1990 APPRAISAL EXPER.IEN:E FebruaJ:Y 1972 to Octol::er 1976 October 1976 to April 1981 April 1981 to April 1985 April 1985 to September, 1987 October, 1987 to present Ne~ & Hansen Appraisals, Inc. O. J. Janski & Associates, Inc. Capital Appraisals, Inc. Swenson, Bjorkltmd & Associates Bjorkltmd, Carufel, lachenrrayer, Inc. Serving a variety of clients including: Larkin Hoffuan, law Firm Holrres & Graven, law Finn Twin City Federal First National of Mpls. NO:r:west Banks Deloitte & TOuche Ccq:erati ve Pcwer Assn. Augustana Hanes . FDIC U. S. Navy Prudential Carlson Carpanies Texaco Honeywell Minnesota Pl~ Manuracturers Hanover Dayton Hudson State of Minnesota City of Minneap:>lis City of Minnetonka General fvbtors 1st Covenant Church N . W. Bible COllege Waste Managerrent Appraisal carpleted upon a variety or types of properties including irrproved properties- camercial stores, large offices, industrial, apartment, golf courses, nursing hares, farms, unirrproved land and sub:li visions . Appraisals have l::een trade for b.Iyers, sellers, investors, parties involved in eminent danain prcceedings, tax abaterrent, estates, and lease interests. Qualified as an expert witness in various Federal and State Courts, and served as court-aPfOinted carmissioner on many occasions. O:npleted continuing education requirerrents for licensing and also for the Appraisal Institute through the date of the carpletion of this awraisal/ consultation work effort. MORE THAN 80 YEARS FUll APPRAISAL SERVICES EEO/AA QUALlFICA TIONS: JOHN E. STl':ENSLAND, CREA, CCR~ EDUCATION: Four Years College - Wisconsin State University Eau' Claire" Wisconsin Bachelor of Science Degree Business Finance EDUCATION RELATED TO THE APPRALf)AL FIELD: Real Estate and Jnsur~ce.. WiKonsin State University, Eau Claire, Wisconsin Business Law .. Wisconsin State Univenity, Eau Claire, WlSCOnsin Corpora:tion Financ.e - Wis('onsm State University, EauClaire, Wisconsin ' Real Estate Appraisal- University of Minn~ta Principles and Techniques of Real ~state Appraisal- Macalester College, St. Paul, Mirmesota Sponsored by S.R~.A..;. Introduction to Income Capitalization. Inver Rins Community College, Inver Groye HeightS, Minnesota Sponsored by S.R.E.A. EXPERIENCE: ' Full-time real estate salesman and appraisal experience, 1971-Present. Activities included purchasing, selling, tradiI'lg and sperolating in real estate. Ramsey and Dakota CountY Probate Court' Appraisals. Apprai~s completed on various' projects, including restaurants, townhouse developments, moteVconventional facilities, va9ant l~d, recreational properties, serviCe stations, churches, national mmchise operations and vanou!> other types of con.unercial, industrial~ agricultural, residential and sp~.Jal purpose properties. Expert witn'ess testimony given in Hennipen"Washingt,on, R.Jm:;e:Y' and Dakota Com1ties. Approved Instructor in States of Arizona; Nevada., l."ldiana, Minnesota ar.d Wisconsin. Served as court appointed ComrrJssioner in Ramsey County. MEMBERSHIP: . ~Iember-~AREA'7Awarded CREA De.~ignation & CCRA Designation Senior Mem'6er~In~ernatiQ~ Institute of Valuers-Awarded SCV Designation Member.,..Naiio~ Association of Review Apprai$ers A warded the eRA De'iignstion P~Member"""'N'~onal Board'ofDirectors of the National Association of Review Apprais~,s . . Desigtlated--Fee Appra;ser for the Federal Housing Admir.istration Certified Genera1R~ .Property Appraiser Minnesota Ucense #4000029 QUALIFICATIONS OF FAY M. CUSHMAN EDUCATION: Graduated from the University of Wisconsin - Stout in 1981 with a Bachelor of Science ,Degree in Business with a concentration in Consumer Affairs/Home Economics. Attended and successfully completed the American Institute of Real Estate Appraisal Courses: - Real Estate Appraisal Principles - Basic Valuation Procedures - Residential Valuation - Standards of Ethics and Professional Practice PROFESSIONAL MEMBERSHIP: Appraisal Institute - MAI Candidate STATE LICENSE: Certified Residential Real Property Appraiser License #4002639". EXPERIENCE: 1984 Present: Staff Appraiser Appraisal Research Associates, Ltd., St. Paul, Minnesota. Appraisal assignments include all types of single family dwellings, new construction, 2-4 family dwellings, vacant land, commercial and industrial properties. Substantial work in easement acquisition and condemnation. Completed appraisals of health care facilities for the State of Minnesota, Department of Human Services, and co- wrote the project design proposal. The facilities ranged in value from $80,000 to $8,000,000 and averaged 40,000 square feet. Clients also include relocation and mortgage companies, credit unions, private banks, savings and loans and public agencies. 1983 1984: Training Coordinator- Donaldsons Department Store, Minneapolis, Minnesota. Responsibilities included developing customer service programs, teaching new employee systems training, and conducting on-going training for career employees. 1982 1983: Department Manager - Donaldsons Department Store, Minneapolis, Minnesota. Responsibilities included hiring, scheduling and supervising a staff of 15 sales associates. 1979 - 1980: Academic Advisor, Student Advisement Office - Menomonie, Wisconsin. Responsibilities included peer advisement for University of Wisconsin Stout students. Designed four year academic programs, advised incoming freshmen each semester, and acted as a resource person. ATTACHMENT 3 Hennepin County Correspondence (1997, 1995, 1993) FROM: NEW HOPE PUBLIC WORK FAX 110.: 53376513 132-26-97 11:58A P.OI Hennepin~QJ}nty FebruarY 25, 1997 Ms. Jeann, e Clancy City of New Hope 4401 Xylon AVQ. N. New Hope, MN 55428 Re: CSAH 9 - Boone Ave. to Winnetka Ave. Dear Ms. Clancy: Pcst-iC Fax Note 7671 Oat;, 1:1:01 Ii- :l3gilS To /)/ f;.eK 1!/fA/-SON From CO..-Doc:: Co, PI1O~!l !< PI'ICV1e If F'~:; Fax ~ I , \ As a result of our meeting on November 14, 1996 the county has b~~n reviewing the three alternatives that were presented for CSAH 9 between Boone Ave. and Winnetka Ave. You asked which alternative was preferred from a county point of view. The county's preference ;s based an benefit to the county roadway and the city may have other considerations you would like to discuss further. Preliminarily the county prefers the third a1ternative between Winnetka and Xylon with some modification. The county prefers a multi-use trail and a five foot' boulevard rather than the eight foot boulevard and five foot sidewalk shown. Also. to better accommodate pedestrians a traditional right turn lane is preferred over the ufree right" as shown. To the west of Xylon, tha COllnty. prQfQrs a tapering back to the e~isting right of way similar to alternative two. The above modified alternative would result in some a'te~ation in the right of way required for the project when compared to alternative three. Some funding for the project has been provided in the 1997 portion of the 1997 to 2001 county Capital Improvement Progra~. For the portion of the project east of the limits necessary foy' the Xylon Ave. intersection revision. the county is willing to participate to the extent CIP funding is available and consistent with our participation policy. All work associated with revising the Xylon intersection (including the signals) is ~onsidered development driven and not eligible for county participation. As the city proceeds with the project. detail design review and cost eligibility should be cQQrdinated directly with our Design Section. Prior to proceeding with a project7 an agr~ement will n~Qd to bQ procQssed to obtain county funding. If you have any questions on the above items please give me a call at 930-2680. Sincerely, -d~ ~AL - Thomas D~hnson, P.E. Transportation Planning Engineer cc: Jim Grube Bruce Polaczyk TDJ~jh Department of Public Works 320 Washington Avenue South Hopk~ Minnesota 55343J8496 (612)930r2500 FA.X:(612)93C..2513 iDD:(612)930-2696 &qddP~ TOT~ P.01 ~- NOV-15-1995 16:42 ",r/ :/ FUBL I C l,JORKS 612 938 2698 P.02/03 / ,tl!~~~) Hennepin County tH.. ~\iH.~ t'~.~~~ An Equal OpportUnity Employer "...t'~J ~l:'i,~,~>~.:~~Jl~lJJ I~']j;""\'~ l":lt.. ~"".""" g I ""'" i"'" - ". -'~. ',., ' -.' ,~ f rl~ ~',o:! t \ l:~ ~~.- J,l1lll:S M. Hllurcy. CUIIIl!}' A~lmini....tr;llt!r . . ., . :" ~ ., ~~ ~ ~" November IS, 1995 Mr. F. Todd Foster, P.E. Transportation Engineer Bonestroo Rosene Anderlik & Assoc. 2335 West Highway 36 St. Paul, MN 55113 RE: CSAH 9 from Xylon Ave. to Winnetka Dear Todd: This is a response to.the City Council resolution that encourages and ~equests Hennepin County to participate in the proposed project on GSAH 9 (42nd Avenue) at the intersection with Xylon Avenue and related roadway improvements east to Winnetka Avenue. This is also the combined response from Jerry Smrcka, Warren Porter and myself that you requested in your October 25 letter to each of us. Hennepin County supports the project concept but, as you may know, this project was proposed after the development of the pending 1996-2000 Capital Improvement Program. As a result we do not have any money specifically set aside for this project. We also have a rather extensive list of projects in the lIprovisional" category, which are projects that have been identified in the program, but which are not funded. However, there may be money available from the County to assist with right of way costs associated with your proposed project. Please provide an estimate of both right of way and construction costs, with desired County participation shown. We will continue to explore options for County funding, but based on our current situation we would suggest the City anticipate its own funding of the construction portion of the project. In regard to the technical aspects of the project we have reviewed the drawing sent with your letter and have performed capacity analyses at the Winnetka Avenue and Xylon Avenue intersections with CSAH 9. In general, we believe the concept as presented is well-founded and will work well. Our review is a concept review and is not to be construed as a design or detailed review that would come from our Design Section at a later date. Department of Public ,"Yorks 320 Washington Avenue South Hopkins, Minnesota 5534.3-8496 (612)930,2500 FAX:(612)930,2513 TDD:(612)930-2696 Rec::;d.ed P:l[" " ",/ HOV-15-1995 15:43 ./' FUBL l C LJORI<S 512 930 2590 P.03/03 ;. We have several suggestions to offer as presented in the following paragraphs. · The left-turn lane for eastbound to northbound traffic at the intersection of Winnetka Avenue and CSAH 9 might operate better if the small painted island in the vicinity of McDonald's is removed and in its place there be a longer, continuous left-turn lane from west of the McDonald's entrance all the way through to Winnetka. · At the two turns into the driveways to the New Hope Mall we would suggest you consider longer length turn lanes with less cross hatching and more vehicle storage. · It is desirable that the left-turn lane for westbound CSAH 9 traffic at the new entrance to the cemetery be fourteen feet wide. · An opportunity to further improve traffic flow will be to modify the southwest corner of Winnetka Avenue and CSAH 9 to include a free right-turn for eastbound to southbound traffic. · We note that the sidewalk along the south edge of CSAH 9 from east of Xylon Avenue to approximately Winnetka Avenue appears to be immediately adjacent to the roadway. We believe this is undesirable and should be set back from the roadway. Jerry Smrcka confirms the likelihood that, as stated in your letter, the signal at Xylon Avenue would have to be removed and replaced with new equipment and that new interconnection would also be needed to replace this existing facility. In regard to your recent oral question we believe that whether the road is reconstructed or overlaid and widened, the City should anticipate the County would want the crown of the road to follow the center line. As the City proceeds with the project, detail design review should be coordinated directly with our Design Section. If County funding is provided, an agreement will need to be processed prior to proceeding with a project. Please feel free to call me with questions or concerns about issues raised in this letter. Sincerely, ~~__ d~.R ~~.~ _______ Thomas D. J~ nson, P.E. Transportation Planning Engineer cc: Jim Grube Bruce Polaczyk Ted Hoffman Jerry Smrcka Warren Porter Kirk McDonald Jeannine Clancy TDJ:WKPjmvr TiJTAL P,03 / I DEPARTMENT OF PU.BLlC WORKS 320 Washington Avenue South Hopkins, Minnesota 55343-8468 PHONE: (612) 930-2500 FAX (612) 930-2513 TDD:' (6~2) 930-2696 HENNEPIN July 23, 1993 Kirk McDonald Community Development Coordinator City of New Hope 4401 Xylon Avenue North New Hope, MN 55428-4898 Dear ~r. McDonald: RE: Proposed Development Plan - Gethsemane Cemetery CSAH 9, North side, between Boone Ave. and CSAH 156 (Winnetka Ave) Section 18, Township 118, Range 21 Hennepin County Plat No. 2076 Review and Recommendations We reviewed the above development plan and make the following comments: · To provide adequate right of way for future improvements to CSAH 9, the developer should dedicate an additional 17' of right,of way, measured from the existing right of way line, along this segment of CSAH 9. e Based on projected traffic volumes future channelization and upgrading of CSAH 156 (Winnetka Ave.) would normally require a right of way width of 50' from the center of CSAH 156; but because of the proximity of the graves along CSAH 156 the developer should dedicate as much right of way as possible along this segment of CSAH 156 without interfering with the grave sites but provide a minimum width of 43' from the center of CSAH 156. It must be noted that any right of way width less than 50' east and 50' west of the CSAH 156 centerline will likely result in a roadway shift and/or other compromises, in,the functioning of CSAH 156. · Hennepin County requests the opportunity to review all future phases of this development. · The proposal of relocating the main cemetery entrance to directly opposite Xylon Avenue and closing the existing driveways is acceptable to Hennepin County. · All proposed construction within County right of way requires an approved utility permit prior to beginning construction. This includes, but is not limited to driveway removal, drainage and utility construction, trail development and landscaping. Contact our Permits Section at 930-2550 f~ utility permit forms. HENNEPIN COUNTY an equal opportunity employer EXHIBIT M r I .-'-, .;" -......--...,,- ~.?.. Kirk McDonald July 23 t 1993 Page 2 . The developer m~st re~tore all areas disturbed during construction within County right of way. Please direct any response to Les Weigelt. Sincerely, Thomas D. nsont P.E. Transportation Planning Engineer TDJ/LQW:lw APPRAISAL CONCEPTS, INC. Residential - Commercial - Industrial - Equipment 2310 West County Road D New Brighton, Minnesota 55112 October 1, 1996 Real Estale - (612) 636-2565 Equipment - (612) 633-0779 Fax - (612) 633-0394 Catholic Cemeteries C/O Mr. John Cherek 400 Selby Avenue St. Paul, Minnesota 55102 City of New Hope C/O Kirk McDonald 4401 Xylon Avenue North New Hope, Minnesota 55428-4898 Gentlemen: Pursuant to the requirements of we appointed appraisers in the 'Planned Unit Development Agreement and Conditional Use Permit for Gethsemane Cemetery,' dated January 1, 1994, we have agreed upon the appraised values quoted below for three acquisition scenarios. The basic appraisal was completed by William Cushman and consists of a limited restricted report contained mostly in the files at his office. Significant supporting documentation was examined in his files and the fair market value as required on page four of the Agreement is as follows: Total Compensation Breakdown - All Plans: Plan A - Temporary Easement $ 14,650.00 Plan B - (Basic) Permanent Easement $ 19,598.00 Temporary Easement $ 27,130.00 Total Compensation SAY: = $ 46,728.00 $ 46,750.00 Plan C - (Ultimate) Permanent Easement Temporary Easement Total Compensation SAY: $ 75,338.00 $ 44,851.66 = $120,189.66 $120,200.00 Please recognize tha~ the cost of moving fences, gates, sprinkler heads, and any utility connections are not considered under any scenario. Plan A considers only a temporary construction easement of 12,899 square feet. Plan B (Basic) considers a permanent easement of 10,400 square feet and temporary construction easement of 17,600 square feet. Plan C considers a permanent easement of 30,865 square feet and a temporary easement of 29,008 square feet. All proposed acquisitions are a strip along the south side of 42nd Avenue North and do not affect any burial sites. Invoices for services rendered will follow. Half of William Cushman's fee will be billed to each of you. Sincerely yours, ~- 3378 Buckbee Road Robert Johnson Associates White Bear Lake, MN 55110 W 1:: A;t.W Brad ajorklund, MAl, SRA 2852 Anthony Lane South BCL Appraisals Minneapolis, MN 55418 d~~~#~~ William Cushman, MAl Appraisal Concepts, Inc. 2310 County Road D New Brighton, MN 55112 DESCRIPTION OF THE EASEMENT ACQUISITIONS: It is our understanding via the PUD agreement between the city of New Hope and the cemetery representatives that a 12,000 +/- square foot area along 42nd Avenue has already been dedicated to the city by the cemetery. This 12,000 +/- square feet is between 0-17' deep (tapers to 0 at Boone Avenue, gradually expands east to 17' and tapers back gradually to 0 proceeding east to just east of the existing easterly drive). This 12,000 +/- square foot area is to be used for roadway purposes. In addition to this 12,000 +/- square feet, the proposed easement acquisitions are situated south of and adjacent to the original 12,000 +/- square feet. Upon physical inspection of the property it was apparent that several mature trees were situated within the easement areas. It is our understanding that these trees will be removed for the completion of the road construction. Due to the size of the trees it will be impossible to replace them, therefore we have compensated for the loss with the cost of several small trees. There are three different potential acquisition areas to be described and considered herein, they are as follows: PLAN A: Temporary Easement: This plan requires only a temporary easement that would be situated immediately south of and adjacent to the 12,000 +/- square feet that has been dedicated. As per New Hope City Engineer, Mr. Mark Hanson, this area would include 10' of width. The intent of the easement would be for construction and grading purposes during the road improvement project. At this time there are no spot elevation plans available, therefore the exact slope in the after position is an estimate. It is our understanding as per Mark Hanson, that the change in grade in the after position will not exceed 12". For compensation purposes we have estimated approximately 1/2 of the temporary easement area will have a grade change greater than 6" in the after position. The temporary easement compensation is based on a six month reversion factor at 8.5%, this interest rate was used to compute the reversion factor as it is considered to be the most approximate interest rate currently available through most lending institutions. The rate fluctuates somewhat between various lenders depending on mortgage variables, type of loan etc. 1 Please note that any sod, asphalt, or concrete curbing located within the temporary easement area will be restored in whole upon completion of the road construction, therefore these improvements have not been compensated for herein. In addition it is our understanding that two underground sprinkler heads located within the easement area will have to be relocated and should be billed separately to the city, they are not included herein. 12,899 +1- SF of land area @ $.80/SF = Reversion Factor: 6 months @ 8.5%: $10,319.20 x .959233 $ 9,898.52 $10,319.20 -$ 9,898.52 Temporary Easement Compensation = $ 420.68 Estimated area with a grade change in excess of 6": 12,899 +1- SF .1. 2 = 6,450 +1- SF, compensated at $.40/SF (1/2 of $.80/SF) 6,450 +1- SF x $.40/SF = $ 2,580.00 Slope Easement Compensation = $ 2,580.00 Improvements in the temporary easement area*: One 18" dbh White Oak tree @ $632.00 x3**= $ 1,896.00 One 30" dbh Red Oak tree @ $632.00 x 4 = $ 2,528.00 One 24" dbh White Oak tree @ $632.00 x 4 = $ 2,528.00 One 10" dbh White Spruce @ $697.00 x 2 = $ 1,394.00 One 8" dbh White Spruce @ $697.00 x 2 = $ 1,394.00 One 10" dbh White Spruce @ $697.00 x 2 = $ 1,394.00 10 Clumps @ 12' high - Honeysuckle hedge @ $25.00 ea. = $ 250.00 10 Clumps @ 12' high - Honeysuckle hedge @ $25.00 ea. = $ 250.00 Total Compensation for the Improvements $11,634.00 Total Temporary Easement Compensation = $14,634.68 *The following improvements will be relocated if necessary and have not been compensated for herein: City Identification Sign Cemetery 8' x 5' Wooden Identification Sign **This number represents the number of young trees necessary to reasonably replace the existing mature trees to be removed. 2 The cost data cited was obtained by Lyndale Garden Center, County Road 42, Burnsville, Bachman's Landscaping, Lyndale Avenue South, Minneapolis, Jerry's Landscaping (JLM) 60th and Pillsbury, Minneapolis and Bituminous Roadways Inc., Inver Grove Heights. All of the cost data cited is installed, the sod cost includes a final grade although it does not include additional top soil or prep work if needed. 3 PLAN B: (BASIC) Permanent Easement: This plan includes an additional 10,400 +/- square feet immediately adjacent east and south of the original 12,000 +/- square feet. This easement proceeds farther east where the 12,000 ends at approximately station 6.00 and continues to a point at approximately station 10.00. Plan B is also between 0-17' deep as noted on the map provided. 10,400 +/- SF of land area @ $ .80/SF = $ 8,320.00 Improvements in the permanent easement area: Sod - 10,400 SF or 1,156 SYds. @ $2.52/SY = $2,914.00 One 6" dbh White Spruce @ $697.00 x 2* = $1,394.00 One 6" dbh White Spruce @ $697.00 x 2 = $1,394.00 One 6" dbh White Spruce @ $697.00 x 2 = $1,394.00 One 6" dbh White Spruce @ $697.00 x 2 = $1,394.00 One 6" dbh White Spruce @ $697.00 x 2 $1,394.00 One 6" dbh White Spruce @ $697.00 x 2 = $1,394.00 Total Compensation for the Improvements $ 11,278.00 Total Permanent Easement Compensation = $ 19,598.00 *This number represents the number of young trees necessary to reasonably replace the existing mature trees to be removed. The cost data cited was obtained by Lyndale Garden Center, County Road 42, Burnsville, Bachman's Landscaping, Lyndale Avenue South, Minneapolis, Jerry's Landscaping (JLM), 60th and Pillsbury, Minneapolis, and Bituminous Roadways Inc., Inver Grove Heights. All of the cost data cited is installed, the sod cost includes a final grade although it does not include additional top soil or prep work if needed. Temporary Easement: This plan would include a 10' wide strip running immediately south of and adjacent to the entire 22,400 +/- square feet (original 12,000 +/- SF and additional 10,400 +/- SF). At this time there are no spot elevation plans available, therefore the exact slope in the after position is an estimate. It is our understanding as per Mark Hanson, that the change in grade in the after position will not exceed 12". For compensation purposes we have estimated approximately 1/2 of the temporary easement area will have a grade change greater than 6" in the after position. 4 The temporary easement compensation is based on a six month reversion factor at 8.5%, this interest rate was used to compute the reversion factor as it is considered to be the most approximate interest rate currently available through most lending institutions. The rate fluctuates somewhat between various lenders depending on mortgage variables, type of loan etc. Please note that any sod, asphalt, or concrete curbing located within the temporary easement area will be restored in whole upon completion of the road construction, therefore these improvements have not been compensated for herein. 17,600 +1- SF of land area @ $.80/SF Reversion Factor: 6 months @ 8.5% $14,080.00 x .959233 $ 14,080.00 -$ 13,506.00 Temporary Easement Compensation = $ 574.00 Estimated area with a grade change in excess of 6": 17,600 +1- SF .1. 2 = 8,800 +1- SF, compensated at $.40/SF (1/2 of $.80/SF) = 8,800 +1- SF x $.40/SF = $ 3,520.00 Slope Easement Compensation = $ 3,520.00 Improvements in the temporary easement area*: One 18" dbh White Oak tree @ $632.00x3** = $1,896.00 One 30" dbh Red Oak tree @ $632.00 x 4 = $2,528.00 One 24" dbh White Oak tree @ $632.00 x 4 = $2,528.00 One 10" dbh White Spruce @ $697.00 x 2 $1,394.00 One 8" dbh White Spruce @ $697.00 x 2 = $1,394.00 One 10" dbh White Spruce @ $697.00 x 2 = $1,394.00 10 Clumps @ 12' high - Honeysuckle hedge @ $ 25.00 ea. = $ 250.00 10 Clumps @ 12' high - Honeysuckle hedge @ $ 25.00 ea. = $ 250.00 One 8" dbh Austrain Pine @ $407.00 x 2 = $ 814.00 One 10" dbh Austrian Pine @ $407.00 x 2 $ 814.00 One 6" White Spruce tree @ $697.00 x 2 = $1,394.00 One 6" White Spruce tree @ $697.00 x 2 = $1,394.00 One 6" White Spruce tree @ $697.00 x 2 = $1,394.00 One 6" White Spruce tree @ $697.00 x 2 = $1,394.00 One 8' Northern White Cedar Clump @ $ 412.00 One 15" dbh Basswood tree @ $1,262.00x 3 = $3,786.00 Total Compensation for the Improvements = $ 23,036.00 Total Temporary Easement Compensation = $ 27,130.00 5 *The following improvements will be relocated if necessary and have not been compensated for herein: City Identification Sign Cemetery 8' x 5' Wooden Identification Sign **This number represents the number of young trees necessary to reasonably replace the existing mature trees to be removed. The cost data cited was obtained by Lyndale Garden Center, County Road 42, Burnsville, Bachman's Landscaping, Lyndale Avenue South, Minneapolis, Jerry's Landsca~ing (JLM), 60th and Pillsbury, Minneapolis, and Bituminous Roadways Inc., Inver Grove Heights. All of the cost data cited is installed, the sod cost includes a final grade although it does not include additional top soil or prep work if needed. 6 PLAN C: (ULTIMATE) Permanent Easement: This plan includes 30,865 +/- square feet. The plan would basically include an additional 6' of width along the entire frontage on 42nd Avenue immediately south of and adjacent to the original 12,000 +/- square feet. 30,865 SF @ $.80/SF = Improvements in the permanent easement area*: Sod - 30,865 SF - 640 SF asphalt drives = 30,225 SF OR 3,359 SYds @ $2.52/SYd SF = One 6" dbh White Spruce tree @ $ 697.00 x 2** One 8" dbh White Spruce tree @ $ 697.00 x 2 = One 10" dbh White Spruce @ $ 697.00 x 2 = 10 Clumps @ 12' high - Honeysuckle hedge @ $25.00 ea. = . - 16' x 20' Asphalt driveway = 320 SFx$3.00/SF***= 32' Concrete curbs @ $10.00/LF*** = 16' x 20' Asphalt driveway = 320 SF x $3.00/SF = 32' Concrete curbs @ $10.00/LF*** 6 Clumps @ 12' high - Honeysuckle hedge @ $25.00 ea. = Six 6" dbh White Spruce trees @ $697.00 x 2 x 6= Eight 6" dbh White Spruce @ $697.00 x 2 x 8= Five 6" dbh White Spruce @ $697.00 x 2 x 5= One 3" dbh White Spruce tree @ One 1" dbh Hard Maple tree @ Three 6" dbh White Spruce @ $697.00 x 2 x 3= One 8" dbh White Spruce tree @ $697.00 x 2 = Four 6' high White Spruce trees @ $347.00 ea. = Two Wood Chip beds @ $50.00 ea. = 21 - 2' high Prostate Juniper bushes @ $28.00ea= Total Compensation for the Improvements Total Permanent Easement Compensation = $24,692.00 $ 8,465.00 $ 1,394.00 $ 1,394.00 $ 1,394.00 $ 250.00 $ 960.00 $ 320.00 $ 960.00 $ 320.00 $ 150.00 $ 8,364.00 $11,152.00 $ 6,970.00 $ 697.00 $ 204.00 $ 4,182.00 $ 1,394.00 $ 1,388.00 $ 100.00 $ 588.00 $50,646.00 $75,338.00 *The following improvements will be relocated if necessary and have not been compensated for herein: One Wooden 8' x 5' Property Identification sign **This number represents the number of young trees necessary to reasonably replace the existing mature trees to be removed. *** Asphalt and concrete curbing costs are depreciated based on wear. The cost data cited was obtained by Lyndale Garden Center, County Road 42, Burnsville, Bachman's Landscaping, Lyndale Avenue South, Minneapolis, Jerry's Landscaping (JLM), 60th and Pillsbury, Minneapolis, and Bituminous Roadways Inc., Inver Grove Heights. 7 All of the cost data cited is installed, the sod cost includes a final grade although it does not include additional top soil or prep work if needed. Temporary Easement: This plan would include a 10' wide strip running immediately south of and adjacent to the entire 30,865 +1- square feet (and original 12,000 +1- SF). In addition a 20' wide easement would be required between Boone Avenue at the western boundary and Aquilla Avenue. At this time there are no spot elevation plans available, therefore the exact slope in the after position is an estimate. It is our understanding as per Mark Hanson, that the change in grade in the after position will not exceed 12". For compensation purposes we have estimated approximately 1/2 of the temporary easement area will have a grade change greater than 6" in the after position. The temporary easement compensation is based on a six month reversion factor at 8.5%, this interest rate was used to compute the reversion factor as it is considered to be the most approximate interest rate currently available through most lending institutions. The rate fluctuates somewhat between various lenders depending on mortgage variables, type of loan etc. Please note that any sod, asphalt, or concrete curbing located within the temporary easement area will be restored in whole upon completion of the road construction, therefore these improvements have not been compensated for herein. 29,008 +1- SF of land area @ $.80/SF ; Reversion Factor: 6 months @ 8.5% $23,206.40 ; x .959233 $22,260.34 $23,206.40 -$22,260.34 $ 946.06 Temporary Easement Compensation ; Estimated area with a grade change in excess of 6": 29,008 +1- SF .1. 2 ; 14,504 +1- SF, compensated at $.40/SF (1/2 of $.80/SF) ; 14,504 +1- SF x $.40/SF = $ 5,801.60 Slope Easement Compensation ; $ 5,801.60 8 Improvements in the temporary easement area*: One 18" dbh White Oak tree @ $ 632.00 One 30" dbh Red Oak tree @ $ 632.00 One 24" dbh White Oak tree @ $ 632.00 One 11" dbh Basswood tree @ $1,262.00 One 10" dbh White Spruce @ $ 697.00 22 Clumps of 12' Honeysuckle hedge @ $25.00 ea. 4 Clumps @ 12' Honeysuckle hedge @ $25.00 ea. One 8" dbh Austrian Pine @ $ 407.00 x 2 = One 10" dbh Austrian Pine @ $ 407.00 x 2 = One 6" dbh White Spruce @ $ 697.00 x 2 = Four 6" White Spruce trees@ $697.00 x 2 x 4= Two 8' Northern White Cedar clump @ $412.00 ea. = $ 824.00 One 10' Northern White Cedar clump @ $ 412.00 Two 6" dbh White Spruce @ $697.00 x 2 x 2= $2,788.00 One 10" dbh Basswood tree @ $1,262.00 x 7 = $2,524.00 One 15" dbh Basswood tree @ $1,262.00' x 3 = $3,786.00 One 6" dbh White Spruce @ $ 697.00 x 2 = $1,394.00 One 4" dbh White Spruce @ $ 697.00 = $ 697.00 One 4" dbh White Spruce @ $ 697.00 = $ 697.00 One 6" dbh Whit~ Spruce @ $ 697.00 x 2 $1,394.00 Ten 6' high White Spruce trees @ $347.00 ea.=$3,470.00 x3**= x 4 = x 4 x 2 = x 2 = $1,896.00 $2,528.00 $2,528.00 $2,524.00 $1,394.00 = $ 550.00 = $ 100.00 $ 814.00 $ 814.00 $1,394.00 $5,576.00 Total Compensation for the Improvements = $38,104.00 $44,851. 66 Total Temporary Easement Compensation = *The following improvements will be relocated if necessary and have not been compensated for herein: City Identification Sign 8' x 5' Wooden Identification sign **This number represents the number of young trees necessary to reasonably replace the existing mature trees to be removed. The cost data cited was obtained by Lyndale Garden Center, County Road 42, Burnsville, Bachman's Landscaping, Lyndale Avenue South, Minneapolis, Jerry's Landscaping (JLM), 60th and Pillsbury, Minneapolis, and Bituminous Roadways Inc., Inver Grove Heights. All of the cost data cited is installed, the sod cost includes a final grade although it does not include additional top soil or prep work if needed. 9 TOTAL COMPENSATION BREAKDOWN - ALL PLANS: PLAN A Temporary Easement = $ SAY:$ 14,634.68 14,650.00 PLAN B (BASIC) Permanent Easement = $ Temporary Easement = $ 19,598.00 27,130.00 Total Compensation = $ 46,728.00 SAY:$ 46,750.00 PLAN C (ULTIMATE) Permanent Easement = $ 75,338.00 Temporary Easement = $ 44,851.66 Total Compensation = $ 120,189.66 SAY:$ 120,200.00 10 APPRAISAL QUALIFICATIONS OF WILLIAM H. CUSHMAN Certified Federal General Appraiser License #4001638 (Minnesota) Certified General Appraiser License #752 (Wisconsin) Education: Graduated from the University of Minnesota in 1956 with a Bachelor of Science Degree in Forestry. Experience: united States Army, 1956-1958 Real estate sales, 1958-1961, Overman and Company, Duluth, Minnesota Staff appraiser for Bureau of Sport Fisheries and Wildlife, United States Department of Interior, from May of 1961 through November of 1966 Chief of the appraisal section, Bureau of Sport Fisheries and Wildlife, Midwest Region, from November 1966 through June of 1969 Private practice since June of 1969 Appraisals have been made for numerous private clients and the following agencies: The Bureau of Sport Fisheries and Wildlife The Bureau of Outdoor Recreation The National Park Service Conservation Departments for the states of: Iowa Minnesota Ohio North Dakota Indiana Missouri South Dakota Illinois Nebraska wisconsin Michigan Northern States Power Company Housing and Redevelopment Authority, City of St. Paul United States Department of Justice Bureau of Indian Affairs specific types of appraisal other than residential: All types of industrial, commercial and residential properties Rural lands to be acquired for park and recreation Indian Treaty Lands - Michigan, North Dakota, South Dakota, Montana (historical in nature) Minnesota and Wisconsin abandoned railroad rights-of- way Membership: Appraisal Institute (M.A.I. #5392) President, Minnesota Chapter #35, American Institute of Real Estate Appraisers, 1984 General: Qualified to testify and have testified in courts as expert real estate appraiser Appointed Commissioner, Ramsey County BeL APPRAISALS BJORKLUND, CARUFEL, LACHENMAYER, INC. 2852 ANTHONY LANE SO., MINNEAPOLIS, MINNESOTA 55418 BRAD BJORKLUND MAl. SRA AL CARUFEL MAl RON LACHENMA YER SRA APPRAISl'.ID QJALIFICATICN.S OF BRAD BJORKIDND (612)781-0605 Fax: 781-7826 REAL ESTATE APPRAISERS & CONSULTANTS EIXJCATICN Bachelor of Science in Business ]l..dministration (1971): University of Minnesota Arrerican Institute of Real Estate Appraisers Courses: lA, lE, 2, 4, and Standards Society of Real Estate Appraisers Courses: 101 and 301 Instructor: University of Minnesota Extension Division Appraisal Courses 1979-80 ASS:X::IATICN MEMBERSHIPS MAl Arrerican Institute of Real Estate Appraisers, 1976 BRA Society of Real Estate Appraisers, 1977 . SRPA Society of Real Estate Appraisers, 1977 SREA Society of Real Estate Appraisers, 1980, Chapter President 1983-84 Licensed Real Estate Appraiser, State of Minnesota, Certified General Real Property Appraiser, MN' #4000377, Licensed Real Estate Broker, State of MN', 1972 to present, #0188621 St. Anthony Planning Commission Member, 1978-85, Chair 1980-81 Metropolitan Council Land Use Advisory Committee, 1977 to 1989 League of Women Voters, 1977 to 1990 APPRAISAL EXPERIENCE February 1972 to October 1976 October 1976 to April 1981 April 1981 to April 1985 April 1985 to September, 1987 October, 1987 to present Newcaribe & Hansen Appraisals, Inc. O. J. Janski & Associates, Inc. Capital Appraisals, Inc. S\Nenson, Bjorklund & Associates Bjorklund, Carufel, lachenrnayer, Inc. Serving a variety of clients including: Larkin Hof:Enen, law Firm Holmes & Graven, law Firm 'TWin City Federal First National of Mpls. Norwest Banks Deloitte & Touche Cooperative Power Assn. Augustana Hares FDIC U. S. Navy Prudential Carlson Canpanies Texaco Honeywell Minnesota Plywood Manufacturers :Hanover Dayton Hudson State of Minnesota City of Minneapolis City of Minnetonka General tvbtors 1st Covenant Church N . W. Bible College Waste Management Appraisal canpleted upon a variety of types of properties including improved properties - commercial stores, large offices, industrial, apartment, golf courses, nursing hcmes, farms, unimproved land and sW:x:li visions . Appraisals have been made for buyers, sellers, investors, parties involved in eminent danain proceedings, tax aba.tement, estates, and lease interests. Qualified as an expert witness in various Federal and State Courts, and served as court-appointed carmissioner on many occasions. Ccrnpleted continuing education requirements for licensing and also for the Appraisal Institute through the date of the completion of this appraisal/consultation work effort. MORE THAN 80 YEARS FUU APPRAISAL SERVICES EEO/M QUALlFICA TIONS: JOHN E. STF:ENSLAND, CREA, ceRA EDUCATION: Four Years College - Wisconsin State University Eau Claire, Wisconsin Bachelor of Science Degree Business Finance EDUCA TION RELA TED TO THE APPRAISAL FJELD: Real Estate and Insurance... Wisconsin State University, Eau Claire, Wisconsin Business Law - Wisconsin State Univel'~ity, Eau Claire, Wisconsin CQrporation Financ-e.. Wisfonsin State University, Eau Claire, Wisconsin Real Estate Appraisal- University of Minnesota Principles and Techniques of Real Estate Appraisal- Macalester College, St. Paul, MiImesota Sponsored by S.RJ~.A. _ . Introduction to income Capitalization.. Inver HiUs Community College, Inver Grove Heights, Minnesota Sponsored by S.R.E,A. EXPERIENCE: ' Full-time real estate salesman and appraisal experience. 1971-Present. Activities included purchasing, selling, tradif'g and speculating in real estate. Ramsey and Dakota County Probate Court Appraisals. Appraisals completed on various projects, including restaurants, townhouse developments, moteVconventional facilities, vacant land, recreational properties, service stations, churches, national franchise operations and various other types of commercial, industrial, agricultural, residential and sp~.}ial purpose properties. Expert vIlitness testimony given in Hermipen,Washingt,on, Ramsey and Dakota Comlties. Approved Instructor in States of Arizona,. Nevada., Indiana, Minnesota :md \Visconsin, Served as court appointed Cott'JrJssioner in Ramsey County. MEMBERSHIP.! :Nfember--NAREA-:-Awa_ded CREA Designation & CCRA Designation Senior Member-:-International Institute ofValuers--Awarded SCV Designation Member..,.Naii6nal Association ofRevie\v Appraisers A warded the eRA De.~ignation PiistMember...'National Board of Directors of the National Association of Review Appraiser,s Designated--Fee Appra~ser for the Federal Housing Administration Certified Genera1Real })ropert.y Appraiser Minnesota License #4000029 QUALIFICATIONS OF FAY M. CUSHMAN EDUCATION: Graduated from the University of Wisconsin - Stout in 1981 with a Bachelor of Science Degree in Business with a concentration in Consumer Affairs/Home Economics. Attended and successfully completed the American Institute of Real Estate Appraisal Courses: - Real Estate Appraisal Principles - Basic valuation Procedures - Residential Valuation - Standards of Ethics and Professional Practice PROFESSIONAL MEMBERSHIP: Appraisal Institute - MAl Candidate STATE LICENSE: Certified Residential Real Property Appraiser License #4002639 EXPERIENCE: 1984 Present: Staff Appraiser Appraisal Research Associates, Ltd., St. Paul, Minnesota. Appraisal assignments include all types of single family dwellings, new construction, 2-4 family dwellings, vacant land, commercial and industrial properties. Substantial work in easement acquisition and condemnation. Completed appraisals of health care facilities for the State of Minnesota, Department of Human Services, and co- wrote the project design proposal. The facilities ranged in value from $80,000 to $8,000,000 and averaged 40,000 square feet. Clients also include relocation and mortgage companies, credit unions, private banks, savings and loans and public agencies. 1983 1984: Training Coordinator- Donaldsons Department Store, Minneapolis, Minnesota. Responsibilities included developing customer service programs, teaching new employee systems training, and conducting on-going training for career employees. 1982 1983: Department Manager Donaldsons Department Store, Minneapolis, Minnesota. Responsibilities included hiring, scheduling and supervising a staff of 15 sales associates. 1979 - 1980: Academic Advisor, Student Advisement Office - Menomonie, Wisconsin. Responsibilities included peer advisement for University of Wisconsin Stout students. Designed four year academic programs, advised incoming freshmen each semester, and acted as a resource person. - ~m~ w - COUNCIL REQUEST FOR ACTION Originating Department City Manager Approved for Agenda De~fuRection & Planning Kirk McDonald ~?8-28-95 By: Management Assistant By:" U 8.6 RESOLUTION SUPPORTING 42ND ( AVENUE AND XYLON A VENUE/GETHSEMANE CEMETERY ENTRANCE INTERSECTION UPGRADE AND ENCOURAGING HENNEPIN COUNTY TO PARTICIPATE IN PROJECT (IMPROVEMENT PROJECT NO. 547) The enclosed resolution indicates the City's support for upgrading the 42nd/Xylon Avenues intersection to accommodate the relocation of the Gethsemane Cemetery entrance and other related improvements and encourages/requests Hennepin County's participation in the project. City staff recently met with both Hennepin County and Gethsemane Cemetery officials (in separate meetings) to discuss the following street improvements: * Relocate existing driveway entrance to Gethsemane Cemetery opposite Xylon Avenue, * Provide separate left turn lane in 42nd Avenue at Xylon Avenue; reconstruct existing traffic signal. * Provide continuous left turn lane in 42nd Avenue between Xylon Avenue and Winnetka Avenue to serve K-Mart, New Hope Mall and McDonalds. These proposed improvements require right-of-way acquisition from Gethsemane Cemetery, as shown on the attached plan. Cemetery officials are agreeable to begin planning for the relocation of their main entrance and related 42nd Avenue street improvements and drainage improvements in Boone Avenue. Hennepin County indicated that they are agreeable to study the project and indicated that it would be helpful if the City Council passed a resolution supporting the project and encouraging County participation. If the Council approves the resolution supporting the project, in the future staff would recommend that a feasibility report be completed documenting the improvements, their cost, and the funding sources. Item No. Earlier this summer the Council approved the burying of the overhead electrical on 42nd Avenue between Boone and Winnetka Avenues and the installation of new street/pedestrian lights. The issue of future intersection and street improvements and right-of-way acquisition is directly tied to the lighting improvements. Therefore, staff is recommending that all of the improvements be consolidated into one proj ect. The enclosed resolution indicates City support for the future project and requests County participation. Staff recommends approval of the resolution. MOTION BY ?!47 air tufty/X /7M 9s- /d C; SECOND BY (/{ J:at~.IA 6 j TO: Review: Administration: Finance: RFA-OOl CITY OF NEW HOPE RESOLUTION NO, 95- 129 RESOLUTION SUPPORTING 42ND AVENUE AND XYLON A VENUE/ GETHSEMANE CEMETERY ENTRANCE INTERSECTION UPGRADE AND ENCOURAGING HENNEPIN COUNTY TO PARTICIPATE IN PROJECT (IMPROVEMENT PROJECT NO. 547) WHEREAS, the City Council of the City of New Hope and Gethsemane Cemetery officials support the upgrading of the 42nd Avenue (County Road 9) and Xylon Avenue/ Gethsemane Cemetery entrance intersection for traffic safety purposes and for improved access; and WHEREAS, the City of New Hope and Gethsemane Cemetery are encouraging Hennepin County to participate in the upgrading of the intersection at Xylon A venue and County Road 9 and also the shared turn lane between Xylon and Winnetka A venues and other related street improvements; and WHEREAS, the City supports the project because: 1. The existing Cemetery access on County Road 9 would be removed and relocated directly opposite of Xylon Avenue with an improved, reconstructed intersection, 2. An additional turn lane and right-of-way would provide a separate left turn lane in 42nd Avenue at Xylon Avenue, with the reconstruction of the existing traffic signal, and 3. A continuous left turn lane would be provided for the businesses located on the north side of 42nd Avenue between Xylon and Winnetka Avenues. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of New Hope, Minnesota, that the City supports the 42nd A venue and Xylon A venue intersection upgrade and related street improvements and encourages/requests Hennepin County to participate in the project. Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this 28th day of August, 1995. Attest: illJd.1JC ~ City Clerk ~-/ ~ /~Q ~ MaYOr~ " ~ l\j; IItltll'I'Hrlll. Nr>\r'I~'.I""f1"r/(k dllll Amwi.'tr:l. /'1(. 1\ dlll\rrtr1l),lCIvt.. Artm",/f((l.Jd1 Opp<lll/Xllly (r'Vllr>yr't Bonestroo Rosene Anderlik & Associates Otlll ri 11/)I1f..\trtlr).('~. f~tllil.'r t W. ~()\('nf:. r!l" Jq'l'pll C Afll'L.'rhk, He M.lIvl/\ I. \<>rv.lI.l, p.r, I(u-Ildrcl r. 11){11\:1. I~C {ih:f1n It C OW(, nr 11111111,1\ r. NUYI:'i. 1~J.:. f~lll)I:11 (I. \I'lIlJflil.l.l. PI'. 'ill\dl1M,I't/I'rllt,.c..f!A . '\I'f1J1H (oll\ltll..1lI1 Engineers & Architects August 24, 1995 City of New Hope, 4401 Xylon Avenue N. New Hope, MN 55428 Attention: Mr, Daniel Donahue Re: 42nd Avenue (Co. Rd. No.9) Xylon Ave, to Winnetka Ave, Improvements Project 538, Our File 34186 Dear Dan: I km.ltd A \.!n/'II'(,!, Ill'. ~(!1U1 ^ Ciwrlrln., I~l; R()I)r:n R. I'f"rl,.tlt'. P.E. ijldwu W. FIl\wr, 1'1'. n.lvid 0 Ill\ktll..t. fir:, MufJ(.tr C RIJ'''''K, A.I.^. }('I'Y A tl<1lJ1dO", P.K M.,rk A.II.1I1"lt/1.I~i:. Mit:h,lt'II.M.lIJIPlrfl1Jl. (IF. I!>rl K, ~'r<'lrj. I!I,. TtWlr)I..U R. ^l\dl!1 Hm. A I A. Dm,.ll<l (:.IM(I,lfdt. i:1'. Thnm.n A. ~ytlcl,.l. m: f'll~dL'ric: J. SW'1()f~r',. r.r-, tlmorl M.ltritll'l. ~.~. MtCholCII~ R,n'. P.!:. rrl011ltl\ W. P('rppinll. HF.'. Mil I1.wl C. Ly""'. m,. I~rn(!s R. Mal,IIIII, P.o. ,,.,, y n. PerIl,. h, rE \wtt J. A"llnl'<'~, I~t: KI'IU1Cth P. Anr1i.'r\un, P.E. M.lfk R R"lll. PI;. M..lrk 1'. S('lp, I~I', (i,IlY W. MWh'/l, PT:. 1'.\111 1. G.:mM0l1, A'.^ U,lIl1..1 I. ldqcrl,m. Hr. ^ ~lill ~('lCT1l(I\' 1'1'. I'tuhp J. C,"Wl:!I, r.E. M.lI. n. W"I/I,. I". M,I.., fl. Jr'n"'I1, H~. L. I~Ulllp (it<l;"'1, r.F;, K.I"'/'L. Wif!nl"", I'.. fi,lfY P. /(f1Slulll/, I~l'. On,!l1 K (j,lfllf. p.I-, /(Clltl~. y',pl'. p'r,. lJmJljl..l\ J. UW1"lr, Pf Sh,lWI1I). 0"\,,,11011. I!l' tenlitl OIIV!N, I'.... F<i'Jf (1.li"Ill". p'r,. JnhZl (1 rn)UJN. IJI-. Drill". ~f}YIIIll, nt. )(!tllf'y I ihlr:nngor. mo. Jr)wpJI N ~1l(lil1. p.l.:.. l.t'r~ M. M.l1111, I'!:. Cfl,lIlp1iAl:rJ(),\I)/l LI'" M r"w<:f'kY H'IfI.,,,M Of'llI' I'qll(', M. RlI~1 ',!lf11:' I' CI..,../h,lfl1r On August 22, 1995, Kirk, Jeannine, and I met with Bruce Polacyk (Hennepin County Chief Design Engineer), We discussed the above project and the on going discussions with Gethsmane Cemetery. Basically, the above project is a joint effort between Gethsmane Cemetery and the City of New Hope to accomplish improvements in and along 42nd A venue and drainage improvements along Boone Avenue, The purpose of the meeting was to specifically discuss the improvements being considered in 42nd Avenue and Hennepin County's anticipated participation. The basic street improvements in 42nd Avenue which will impact Hennepin County are as follows: .. Relocate existing driveway entrance to Gethsmane Cemetery opposite Xylon Avenue. · Provide separate left turn lane in 42nd A venue at Xylon Avenue; reconstruct existing traffic signal. II Provide continuous left turn lane in 42nd Avenue between Xylon Avenue and Winnetka Avenue to serve Kmart, .New Hope Mall, and McDonalds. The above improvements require right-of-way acquisition from Gethsmane Cemetery which have been discussed as part of their recent and future improvements. Attached is a plan proposing the right-of-way acquisition. Based on recent discussions with Gethsmane Cemetery representatives, they are agreeable to begin planning and developing specific plans for relocating their main entrance and the contemplated improvements in 42nd Avenue in conjunction with the drainage improvements along Boone Avenue. 2335 West Highway 36 . St. Paul, MN 55113 . 612-636-4600 20'd .~ss~ ~ OO~~S3ND8 ll~l 9~9 219 80:2l S66l-v2-80 City of New Hope Attention: Mr. Daniel Dr.mahue Page 2 Augu.st 24, 1995 Re,' 42ndAvenue (Co. Rd. No.9) Xylon Ave. to Winnetka Ave, Improvements In summary, based on our meeting with Hennepin County, if the City Council is willing to begin developing specific plans for the above project, it is recommended a feasibility report be prepared documenting the specific improvements, their cost, and funding. Other improvements being considered in 42nd Avenue are as follows: " Bury overhead electric .. Street/pedestrian lights " Landscape, trail/sidewalk The attached resolution to Hennepin County will encourage their participation and the City's commitment to proceed with this project. If you have any questions please contact this office. Sincerely, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. Mark A. Hanson MAH:lk Enclosure cc: Kirk McDonald, Jeannine Clancy ~0'd .~ss~ ~ OO~~S3N08 't:'t:~'t: 9~9 2't:9 S0:2't: 566't:-V2-S0 JLjJ -- 1\11 o.cro G. Bonestroo. PE Robert W. Rosene. PE.' Joseph C. Anderlik. P.E. MaNln L. Sor'lala. FE. Richard E. Turner, P.E Glenn R. Cook. PE. Thomas E. Noyes. PE. Robert G. Schunicht PE. Susan M. Eberlin. c.p A -SenIor Consultant Bonestroo Rosene Anderlik & Associates Engineers & Architects August 26, 1993 City of New Hope 4401 Xylon Ave. N. New Hope, MN 55428 Attention: Mr. Kirk McDonald Re: Gethsemane Cemetery File 34-gen Dear Kirk: Howard A Sanford. PE KeIth A. Gordon. PE Robert R. Pfefferle. PE. Richard W. Foster. PE. David 0. Loskota. PE. Robert C. Russek. AI.A. Jerry A. Bourdon. PE. Mark A. Hanson. PE. Michael T. Rautmann. PE. Tea K. F:eld. PE. Thomas R. Anderson. A.LA. Donald C. Burgardt PE. Thomas E. Angus. PE. Ismael t\t1artJnez. PE. Michael P Rau. PE. Ph:lip J. Pyne. PE. Agnes M. Ring. AICP Thomas W. Peterson. FE. Michael C. Lynch. PE. James R. Maland. PE. Jernj D. Perrzsch. P.E. Kenneth P. Anderson. PE Mark R. Rolfs. P.E. Mark A $alP. PE. Gary W. Marien. PE. Damel J. EdgertOn. PE Allan RICk Schmidt. PE. Philip J. Caswell. PE. Mark D Waills. PE. Miles B. Jensen. P.C. L. Phillip Gravel III. PE Karen L. Wiemer:. PE. Gary D. Knstofitz. P.E. F Todd Foster. PE. Keith R. Yapp. PE. Douglas J. BenOit PE Shawn D. Gustafson, PE. CecillD Olivier. PE. ,Char!e:> A. Erickson Leo M. Pawelsky Harlan M. Orson James F. Engelhardt Attached is a plan showing the additional right-of-way requirement to construct left turn lanes at Xlyon Avenue and left turn lanes at Xylon Avenue including a two way left turn lane between Winnetka Avenue and Xylon Avenue. The right-of-way requirement for each plan is summarized below: Left Turn Lanes at Xylon Avenue Two-way Left Turn Lane (Xylon Avenue to Winnetka Avenue) 12,000 S.F. 22,400 S.F. Basically, an additional 17' of right-of-way is required where the full left turn lane is required. A detailed survey is required to accurately define the additional right-of-way. If you have any questions please contact this office. Yours very truly, BQNESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. 1!ltl/te IlI/aJulu~k Mark A. 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I I(~I \I~ .~.~p~~ I !.....~. ~ I I':==: L REMOVE !!I'T\.M'OJS AHD "... . I CI.FIl AND GUTI"Sl I RIDWlU SOO : ,:i. I_~ . II Ii....."..:.. .~.;... I-~ I .-' . ! ~ C1OS!D i I' ~.l.. .~'_.. ol'IEI..OC.G'El TO ~ ,,_,-~ _..... ., .. ..... ." ::.. J)1Ul.;'.~..."l'O".~. ~.,'... . ~ JIl.l:T\.R! AT W'Nll[T'1U. AVL . ~ II()U) TO . SMALUA: V'EMICII'ICll"CM!IJ1.X<7....... vmA>CIP'U'-~ ,. ., I/jr --- -" .--.---.____ f._. .R O. c k r ~-d ... '::.:.:.. -.- ... ,... ~ t~..~ d .CO.Rd.;- ;-;---0 __----. ~. ---=~ l~ ern OF M!(W ~ I.IL T()llI Otr ,,"0 Nl QUAD. 11\.0lIl . A)C) ROC7.'Of\C RO. t\.U.Ut-" "".)1 COIIHl. TO onM. DATUM ~ ClTKltIlll.uc II.-n. i~ te.IJ..I:r.,r M- .l'. ~ ICAl..I .. nn I D"UT. ""- _nt r~.:.~-'- - ~- ~:.:::.. .-: .:.~:".=::.::: .,~: t~.. _.~. <~~'.~~.":>:~~:~:~'J \PHASE 2 - IENTRAN,CE CETHSEMANE CEMETERY ~ EXHIBIT I ~ MAl.5OLEt1M . OffICE THE CATl104.lC CEMETERIES ~0Ir:.""""~ "':~"~ -'~-1..=,",&;t-.=~.-.~4"th!'"'liC,=/:",,,'..'.j~z:r-A':-.ff.iJ:Y::l';>t.::.~'x"",,,~:"'.~',,,:,,,,:.ir'ic';,"":l ~,,:-"":*,,"'^i::~~.:!3:~"~' ":,:"i'~.-:"':'"'",,,::k,,---,.c" .~~. ,,'" '-.""." .:!~~;~~~~'7?""","";:""'.."C~~7""""-""" c"+:,,.'-"Z!"""""""~-~"...._,"N',"".,. ,"! PLANNED UNIT DEVELOPMENT AGREEMENT AND CONDITIONAL USE PERMIT FOR GETHSEMANE CEMETERY 1. Pa~ties to A~reement. This Agreement dated the 1st day of Jc.(AV~-/ 199ft" is between the City of New Hope, a Minnesota Municipal Corporation (hereafter City) and The Catholic Cemeteries, a Minnesota Religious Diocesan Corp, (hereafter Developers). 2. Sub;ect Property. The Developers are the fee owners of the following described property which is the subject of this Agreement located in the City of New Hope, County of Hennepin, Minnesota: Gethsemane Cemetery 3. Cond it i ona 1 Use Permi t Pl anned Un it Deve 1 opment Approval, The Developers have asked the City to approve a Planned Unit Development (PUD) for the subject property consisting of th;- following uses: cemetery, burial, mausoleum, and office for cemetery business and use only. The City hereby grants concept ua 1 approval for the p rope rt y as set out in the Gethsemane Cemetery Maste~ Plan identified as Exhibit A. The C it y a 1 so grant s deve 1 opment approva 1 and approves the PUD conditional use permit for the first stage of development on the condition that the Developers enter into this Agreement and comply with its terms. 4. Deve 1 opment Exh i bit s . The Deve lope rs shall const ruct its phase one improvements and phase two Xylon entrance in accordance with the plans shown on the following exhibits. If the exhibits vary from the written terms of this Agreement, the written terms shall control. The exhibits are: Exhibit A Gethsemane Cemetery Master Deve 1 opment Pl an (January, 1993) Mausoleum/Office Site Plan (revised 8-30-93) Mausoleum/Office Grading & Utility Plan (revised 8-30-93) Mausoleum/Office Planting Plan (revised 8-30-93) Mausoleum/Office Phase 2 - Entrance (revised 8-30-93) Exhibit B Exhibit C Exhibit D Exhibit E ~: Exhibit G1 & G2 Exhibit Hi & H2 Exhibit I Exhibit J1 through J5 Exhibit K Office Building Floor Plan & Elevations (7-9-93) Mausoleum Floor Plan & Elevations (revised 9-15-93) Water Main Loop (8-19-93) Signage Plan (7-20-93) Wetland Delineation (shown in 9-21-93 SEH Report) 5, Shared I n!=l ress and E!=l ress , The Deve lope rs fu rt he r acknowl edge and agree to provide for Ingress and Egress for all uses.on the subject property and hereby expressly agree that all uses on the subject property may utilize the curb cuts and driveways shown on the Exhibits for this purpose, 6. The Work, It is contemplated by the parties that the work will be completed in 4 phases as described in the Master Development Plan attached as Exhibit A. The Exhibits attached as B through J, including any approved subsequent amendments, describe the phase one work and the phase two entrance, which shall be performed by the Developers to the City's satisfaction in compliance with all applicable codes, ordinances, standards, and policies of the City. The worko includes all on-site exteri.or amenities as shown on the plans- including, but not limited to~ landscaping, private drives, parking areas, storm drainage systems, water mains, sanitary sewers, hydrants, curbing, lighting, fences, fire lanes, s i dewa 1 ks, and trash d i sposa 1 enc 1 osu res. The Deve 1 opers further agree that all signage on the property will comply with exhibits J1 through J5 and the New Hope Sign Code. 7. Financial Guarantee. To secure performance of the phase one work under this Contract, "all other terms of this Agreement and payment of all administrative fees require by the New Hope City Code, the Developers shall fur" e 'ty with a f i nanc i a 1 guarant ee in t he amount of .g1, 400.00 0 fore any work is started or building permits is -i=d..... financial guarantee may take any of the following forms: .. i) Cash deposit at no interest; ii) Assigned Saving Certificate - interest to Developer; iii) Corporate Surety Bond; iv) Irrevocable Letter of Credit for term approved by the City. This financial guarantee may also be used by the City to pay all of its costs, including but not limited to, legal and engineering consulting fees, incurred by the City to enforce this agreement. 2 8. Completion of Work. The Developer agrees that the phase 1 work will be completed in its entirety on or before the 1st day of October, 1998. The phase 2 entrance shall be completed no later than 10 years after the execution of this agreement. No extension of time shall be valid unless the same shall be approved in writing by the City. An extension of time shall be valid whether approved by the City before or after the completion date, and failure of the City to extend the time for completion or to exercise other remedies shall not cause a for f e i t u reo f the C i t Y , sri g h t she r e u n d e r , nor s h all a.n y extension of time granted by the City cause any forfeiture of the City's rights. It shall be the duty of the Developer to notify the City of the completion of the work in writing and to request a final inspection of the work by employees of the City. The developers shall be required to submit for approval additional plans for all subsequent improvements as required by New Hope Code 664.19 through 4.197, with the exception of the phase 2 entrance attached hereto as Exhibit E. The financial guarantee furnished to the City shall guarantee completion of phase 1 improvements only. Additional financial guarantees may be required at the City's option as subsequent plans are submitted to the City for development approval of future phases of the project. A financial guarantee will be required for the phase 2 entrance prior to Developer's.- commenci ng const ruct i on of the ent ranee. These guarant ees shall remain in full force and effect after installation of the work, to determine that the useful life of an work performed hereunder meets the average standards for the particular industry, profession, or material used in the completion of the work. Landscaping improvements consisting oft r e e s , s h rub s , and 0 the r 1 i v i n g mat e ria 1, s h a 11 be considered complete for purposes of this agreement upon determination of the City following inspection by the City that said materials have survived one full winter season after the actual installation of the materials. The period October 31 through April 30 shall constitute a winter season. Any work fai 1 ing to meet such standards shall not. be deemed complete hereunder. Notice of the City's acceptance of the work shall be given the Developers following inspection and a determination that the work has been properly completed. Any such completion notice shall not release the financial guarantee. The financial guarantee may be released 'only upon motion of the City Council, and shall stay in full force and effect until all administrative costs are paid in full. 3 9. Street Ri~ht-of-Way Dedication. The Developer agrees that development of the property may generate additional traffic onto 42nd Avenue North created in part by use of the new phase 1 office facility and mausoleum as well as by future development in subsequent phases. To alleviate the potential safety hazard created by additional traffic on 42nd Avenue it is contemplated that Hennepin County with participation by the City, may desire to widen 42nd Avenue and construct left turn lanes at Xylon Avenue North. To facilitate these street improvements, the Developer agrees to provide by permanent easement street right-of-way over, under and across no more than the north 17 feet of the property as shown on the 8-25~93 preliminary plan prepared by Bonestroo, Rosene, Ander1ik & Associates identified as Exhibit F. The Developer agrees to . provide approximately 12,000 square feet of permanent right- of-way at no cost to the City or County for the left turn lanes at Xylon Avenue North as shown on Exhibit F. If the City and County request the approximately 10,400 additional square feet to construct the two-way left turn lane as shown on Exhibit F, the Developer shall receive fair market value for the additional square footage. Fair market value shall be determined by an appraiser mutually satisfactory to both parties. In the event the parties cannot agree on a single appraiser each party will select an appraiser. The appraisers. shall then select a third appraiser. The appraisers shall determine a fair market value of the easement taken to which all three must agree and the parties hereto agree to be bound by said determination of value. The cost of said appraisals shall be paid equally by the parties. Determination of the exact amount of right-of-way need~d for both or either left turn movement on 42nd Avenue North as shown on Exhibit F shall be determined by the New Hope City Engineer. The Developer fur the rag r e est hat all f u t u red eve 1 0 pm e n t 0 f the pro per t y will take into consideration this requested right-of-way and no fencing, monuments, landscaping or structures of any kind will be placed or constructed within this 17 foot. strip of property. 10. Storm Water DrainaQe/Wetland Delineation. The Developer also agrees that dev~lopment of the property will generate additional storm water run-off and may possibly impact existing wetlands on the property. Developer agrees it will dedicate at no cost to the City a permanent easement for storm water drainage and retention ponding. The Developer agrees that the pondi ng easement S' wi 11 be in accordance wi t h the recommendations made in New Hope's Comprehensive Storm Sewer Plan and that said Plan has not yet been completed by the New Hope City Engineer. However, the general location of the pond 4 will be located directly east of the low point in Boone Avenue opposite 4075 Bone Avenue as shown on the Master Plan identified as Exhibit A. It may be no greater than approximately 8.5 acres - feet of storage (NWL 902, HWL 906) and shall incorporate approximately 2 acres of land (450' x 150' ) . The Developer agrees that the City will construct the Pond as par t 0 f the De vel 0 per's Ph as e 1 imp r 0 v em e n t s . Fur the r, the Developer agrees to provide the City with all requi red temporary construction easements'-~pon execution of t~is agreement for construction of the pond. The City agrees to bear the cost for pipe modification in Boone Avenue required by the Pond's construction and all restoration including landscaping associated with the construction. The Developer agrees it will pay all costs associated with moving 5,000 cubic yards of material to construct the pond determined by the City Engineer as the Developer's pro rata share based on anticipated cemetery drainage after development. Said costs shall be assessed against the property within 10 days after developer receives an itemized billing for the work from the City. Developer agrees it will make 10 semi-annual payments to the City until the Developer's share is paid in full. Said payments shall commence on May 31, 1994 with payments due on. the 31st day of May and October thereafter unti 1 October 31, - 1998, when the entire unpaid principal and accrued interest shall be payable in full. Said amount shall bear interest at' a rate of 7% per annum on the unpaid principal balance. Developer further acknowledges and agrees its payment obligation for the pond construction shall be guaranteed by the financial guarantee required by paragraph 7. The excess material wi 11 be spread on the property in accordance with the directions and requirements of the Developer. All private storm sewer reconstruction done to accommodate Phase 1 construction shall discharge directly into the open ditch which flows westerly to Pond one. A second Pond shall be const ruct ed in con j unct ; on wi t h the Phase 2 Xylon entrance improvement. The second Pond shall be located approximately 500' south of 42nd Avenue North and 200 feet west of Xylon Avenue North if Xylon were extended south as shown on the Master Plan identified as Exhibit A. The storage capacity and dimensions of pond two will be more fully defined by the Comprehensive Storm Sewer Plan. The Developer shall be responsible for all costs associated with the const ruct i on of t he second Pond. Deve 1 oper ag rees it wi 11 provide the City at no cost with a storm water retention and ponding easement over the pond in the event the City deems it necessary to drain storm water run-off from the Boone and 42nd Avenue intersection to said pond. 5 The Developer also agrees to provide the City with a survey of the property that includes a delineation of all wetlands located on the property and verified by either the appropriate watershed district, the Army Corp. of Engineers or the Minnesota Board of Water and Soil Resources. Developer acknowledges that all future development of the site must comply with all federal regulations and Minnesota's Wetland Conservation Act relative to all disturbances of wetlands on the property. 11. Private Roadway Construction. The Developer agrees that all private internal roads as proposed by the Master Plan and Exhibits shall be concrete curbed and surfaced with asphalt to match those already existing on the property. 12. Pe r i met e r F enci n~ and Landscapi n~ . Deve lope r ag rees that prior to the removal and replacement of any existing perimeter fencing and landscaping of the property detailed plans of the improvements will be submitted to the City Planning Commission and Council for review and approval. Further, Developer ag rees that fut u re rep 1 acement of t he ex i st i ng cha i n-l ink fencing around the property's perimeter will be with high quality materials, that the fence setback will remain the same" along Winnetka Avenue North, but the setback along 42nd Avenue - and Boone Avenue North shall ba a minimum of 10 feet measured from the new property lines after the dedication of street right-of-way and ponding easements provided for herein. Also, all future landscaping plans shall show type and location of the i nt ended veget at i on and shall be coord i nat ed wi t hall future fencing plans. 13. Internal Sidewalks. Developer agrees that any' improvement to the Winnetka entrance or construction of the Phase 2 Xylon entrance or future Boone entrance as shown on the Master Plan will include construction of sidewalks on one side of the respective entrance to the first internal cross street with the entrance under construction. 14. Phase 1 Conditions. The Developer agrees to the following terms and conditions as part of the City's approval of the site plans for the construction of the office building and mausoleum in addition to the other terms and conditions stated herein: i) The temporary office facility shall be removed within 14 days after the issuance of an occupancy permit for the office building, weather permitting; 6 1 -~ D J'~" ~ .:J 'i..' · ._ ~_ .. ' '. I "'." ;,' --7~:""--="'" ................ . .' - ..._ ,., . . wr- . ...... . ' .. ~I . } I 1'1 .- N_y;y_.....l3fl;u_.-.~=.;~_--muu_.~ t'.. Ii .,..', .~ .... ;' _; " _ ,. ....,... , 'i ,.t~! ~.,.- j I' ,,: ' - .. ,! .' , .. . 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'.. .... .~.~~.~._._._._~ 1/575 ~~-~-_M(g~- -_~,~: -e.---~-i'~'--- ~~~~~~~-~-~--'v_] ~' ~. ~- - - -- - '- - -. ~ '" ,,~^'l:~':P~~::&"""ff~..,,~~~~..:~~-tg~t0~~~~7J[01.;;. ~'ii~B ~Sf"%J'2t,~:J::%fui!~~""'~ ~w~?~~ ~'iL~W~"'""Ji...,.,.--~,*",tit ,:;Ai!;:1_~:; :;..:~1t";l" ~,,~ ::V'::::-'m:~/:::?'_'i1~~: ,;;)7~~_~",~..'J;;2;;;~0,~_M-""'",,,"::;;~_";::;':-__-:~;;&/~' ""tL;tS;""_=2"'"8:$'::'~<<~~~r'-;> Prepared By: Dahlgren, Shardlow and Uban, Ine, CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT TABLE OF CONTENTS Acknowledgments ......................................... 3 List of Fig u res . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Executive Summary ........................................ 5 I. I ntrod u cti on ......................................... 12 Purpose of Study . . . . . . . . , , . . . , . , . . , . . . . , . . , , . , , , . . , , , . . , . . , , , .. 12 What is a Streetscape? ".....,...,...."..,..,..,.,...,.......,. 12 Project Approach . . , . . , . . , , , , , . . . . , , , , . . . , . , . . , , , . , , . , , . , . . . , , .. 14 Process ,.,..,.""..."...."..".",...."..,.,...".,....,. 16 II. Existing Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 District Identity , . , , , , . , , , . . . . , . , . . , . . , . , . . , . . . . , . . , . , . . . . , , . . , ., 17 Pedestrian Facilities and Circutation ,.",....,.,..,....",.".,...,' 19 Local History .,.,.,..."....,."".."".,.....",.......,..... 21 Character Elements , . . , . . . , , , , . . , . , , , . . . . , . , . . , , . . , , , . . . , . . , . . " 23 Preliminary Issues ....". , , , . . . , , . . . . . , . , . , . , , , . , , . . . . , . , . , . , . ,. 23 Community Issues Workshop Summary "..,."....".,.........,'" 23 III. Principles, Goals, and Objectives ....................... 27 Design Principles. . . . , . . . , , , , . , . , . . , , , , . . , . , . . , , . . , , . , . . , . . . . . ,. 27 Goals and Objectives . . , , , . . , . , . , , , . . , , , , , . . . , . . . , , . . . . , , . , . . . , ., 27 Design Framework Plan. . . . , , , . . . . . . , , . . . . , . , . , , , . . , , , , , . . . . , . . " 28 IV. Streetscape Master Plan ............................... 30 Phase One Recommendations ..."..,.,.,.,."",.,..,...,.....,. 30 A. 42nd Avenue: Zealand to Winnetka Ave, .,.....,.,.....,.,... 30 B. Xylon Avenue: Civic Center ........,.,.."..."".......,' 37 C. 45th Avenue: Residential and Open Space Corridor .... , . , . , , ., 41 Phase Two Recommendations ..,...."...,.,..,.".""...,.,..., 44 A. Winnetka Avenue: North of 42nd Avenue, , , , , . . . . . . , , , . . . . , ,. 44 B. Winnetka Avenue: South of 42nd Avenue ......",....""... 50 C, 42nd Avenue: East of Winnetka Avenue ,.".......".,...," 52 Redevelopment Concepts ,...",..".".,..,....,.,.,....,..,',.. 59 V. Streets cape Elements ................................. 64 Principles . . , , . , , . . . . . . . . . . , , , . . , , . , , . , . . . . . . . . . . . , . . . . , . , , . . ., 64 Design Concept, . . . , , , . . , . . . . . . . . . . . . , . . . . , . , . , . . . . . , , , . , . . . . , " 64 Elements ,."..,..,......",....,.,....,..,.".,......,...,.,. 65 PAGE 1 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT VI. 1m plementation ...................................... . 74 Public Improvements . . . , , , . . , , , , , . , , , . , , , . . , , , . , . , , . , , . . , , , . , . .. 74 Phase One Summary of Costs ..,......"..".,.""."."...,',.. 7 4 Potential Funding Sources. , , . , . . . , . , , , . , . . , . , , , . . , . . . . , . . , . , , . . ., 75 Private Improvements ,......"".,..".""....,...".".",.... 75 Estimated Maintenance Costs . . . . . . . . , . , , . . , . . . . , . , . . . . . . , , . . , , , ,. 75 Requested Actions. , , . . . . . . , , . , , , , , . , . , . , . . , . , . , . , . . . , . . , , , , . . ., 77 Conclusion , . . , , . . , , , . . , . , , , , . . . . . , . , . . . , , . , . , . , , . , , . . , . , . . . . ., 77 VII. Appendix ............................................ 78 Issues Summary "...."...,.....".."..",..,.."..."...".. 78 Issues Workshop Summary , . , , . , , . , , . . . . , . , . . , . , , . . , , . , . , , , , , . , .' 80 Detailed Cost Estimates, , , , , . . . . . . . , . . , . . . . . , . . , . , . . , , . , . . . . . . . .. 83 PAGE 2 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT ACKNOWLEDGMENTS Dahlgren, Shardlow, and Uban, Inc. wishes to thank the following individuals for participating in the design process and for providing their time, effort, and candid input into this collaborative effort. C~C-.en1er Streetsca Steve Svendsen ......,.,......."."....,.".... New Hope Planning Commission Sharon Cassen . . . , , . . . . . . . . , . . . . . . . , . . . , . . . . , . . , . . , , , . .. New Hope City Council Steve Reed . . . , . . . , , , . . . . . . . . , , . . . . . , . , . , , , . , . , , , " Citizens Advisory Committee Paul Anderson ...,."..."..,..".".,...."..,......",.,. Universal Color Lab Mike Diederichs ""..""",...,.,.,...,.,..,..,..."...,., Universal Color Lab Harvey Becker .....".".."."......,..,.,....,.".,........, Marquette Bank Joel Bonenstingl ..,..,...,......".,..,..,.....,......""..... Marquette Bank Bob Sendelbach ""..."..,....,.,..,..,.,....."...,.....,.... Norwest Bank Thomas Walerius ......".....".....,.,.."..........,..,. School District #281 Robert Rappaport . . . , , , . . , , . . . . . , , . , , . . . . , . . . . . , . . . . . . . , , . . . , , Winnetka Center Mary Jean Kroll . . , , , . . . , . , . , , . , . , . , . . . . . , . . . . , . . , , , . . . . , . . . , . . Winnetka Center Kirk Malkowski ......,..,......,.....,.,.."....."... Gill Brothers Funeral Home AI Stabenow ..,......,..",.,.."..,........,."......". Gethsemane Cemetery John Louris . . , , , . . . . . , , . . . . , . , . . . , . . . . . , . . . . , . . . , , . , , . . . ,. Catholic Cemeteries John Cherek .. . . . . . . . . . . . . . , . . . . . . . . , , , . , . . . , , . . . . , . , . . , ,. Catholic Cemeteries Brent Lindgren ...,.."..",..."".,..........".......,..., Hennepin County Todd Grugel ".,.....".,...........,.".,..,..",."...,... Hennepin County David Lasky ......",........",.....".,.,."......,.... Lasky Co. Real Estate Marisa Lasky. . , . . . . . . , , . , , , . . . , , , , . , . . . , . . . . . , , , . . . . . , . , . Lasky Co. Real Estate Dale Jeske ."".....",.....,...,...."",.,...".""...,...".,' Resident Jeannine Clancy . . . . . . . . , , . . . . . , . . . . , , , , . . City of New Hope Director of Public Works Tom Schuster . , , . . . . . , . . , . , , , . . , , " City of New Hope Contract Manager and Forester Kirk McDonald, , , , . . , . . , , . . . . . . . .. City of New Hope Community Development Director Shari French .. . . . . . , . . . . . . . . . . , . , . .. City of New Hope Parks and Recreation Director Doug Sanstad . . , , , . . . . . . , , , . , . . , , , . , . , . . . . . , . . , , City of New Hope Building Official Mark Hanson ,....,...,..........,. Bonestroo, Rosene, Anderlik, and Associates, Inc. Glen Gustafson . . . . . , , . . , . , . . . . , . . . . Bonestroo, Rosene, Anderlik, and Associates, Inc, Vincent Vander Top ......"",..",. Bonestroo, Rosene, Anderlik, and Associates, Inc, Landscape Architectural and Urban Design Consultants: Dahlgren, Shardlow, and Uban: Geoff Martin John Slack Carissa Schively PAGE 3 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT LIST OF FIGURES 1, Project Phasing . . . . . . , . , . . . . . . . . . , , . . . . , , . . . . . . . . , . , . . . , . . . . . . . . . .. 13 2. Work Program . . , . . . , . . . . . . . . . . , . . , , . . . . . , , , , , , . , . , . , . . . , , . , , , , . . ., 15 3. Districts . . . . . . . . . . . . , . . . . . . . . , , , , , . . , . , . . . . , . . . . , . , . . . , . . . . , . . . . .. 18 4. Development Pattern/Bus Routes , . . . . . , , . . , , . , , , . , . . . , . . . , . , , . . . . . . . " 20 5. Historical Photos . . , , , , , , . . , . . . , , . , , . . , . . . . . . . . . , . , . , . . . . . . . . . , . . . " 22 6. Preliminary Summary of Issues , . . . . . . . , , . . . . , . . . . , , , . . . , . , , . . . , . . , . . ., 26 7, Framework Plan ..,..,..,......,.".......,.,......,.,...".,',.... 29 8. Streetscape Master Plan . . . . , , . . . . , . . , , . , , , . , . , . . . , . , . . . . , . . . , . . . . . .. 31 9. Hennepin County Guidelines . . , . . . , . , , . . , . . . . , . . , . . . . . , . , . . . . , . , . , , . ., 32 10. 42nd Avenue Sections. . , . . . . . , . . . , . . . . . , , , . . , , . . . . . . . . . . , . . . . . . . . . ,. 33 11. 42nd Avenue: Boone to Louisiana Avenue - Plan "..."..,.",.",...,.... 34 12. View East at 42nd Avenue and Xylon Avenue, , , . , . . . . . . , . . . , . . . . . . , . . . . .. 35 13. Xylon Avenue - Plan and Sections. , , . . , . . , . . . , . . . . , . , . . . , . , . . , , , . . , , . .. 38 14. Xylon Avenue - Proposed View North from 45th Avenue. . . . . , . , . . . . . . , , . . . " 39 15, 45th Avenue - Xylon Avenue to Winnetka Avenue - Plan "...,.",.."...,.. 42 16. 45th Avenue - View from Winnetka Avenue. . , , , . . , . . . . . , . , . . . . . . , . , . . . . ., 43 17, Winnetka Avenue: Quebec to 45th Avenue - Plan, , , , , , , . . . . . . , , . , . , . . . . , .. 45 18. Winnetka Avenue - View of Bus P'laza and Seatwalls ....".,.,..",.",.... 46 19, New Hope Roadside Farmers Market . . , . . . . . , , , . . , . . . . , . . . . , . . . , . . . . . ., 47 20. City Center Commons - View from East .".",..,.,..".,.,..",..".... 48 21, Winnetka Avenue - View of South Entry ,.....",..",..,...,.......,.... 51 22. 42nd Avenue East of Winnetka - Alternative A ..."......."".,..,.,..... 53 23. 42nd Avenue East of Winnetka - Alternative B ...,.,."..,....,.........,. 54 24. 42nd Avenue East of Winnetka - Alternative C ......,.....,...."""..... 55 25, Alternative C - View Looking East . . . . . , . . . . , , , , . , . , , . , , . . . , , . . . . . . , , . .. 56 26. East Entry at Louisiana Avenue. . , , , . , . . , , , . . . . . . . . . . . . , , . , , . . , , . ~ . . . .. 57 27. Redevelopment Concept A: City Center Commons. , , . , , . . , . . , . . , . . . . . . . , .. 61 28. Redevelopment Concept B: Main Street ..,......,..,... . , , . , , . . , , . , . . . ,. 62 29. Redevelopment Concept C: Town Square. . . . . , . . . . . . . . . . . . . . . , . . . , , . . . ., 63 30, Sign Concepts , , , . , . , . . . . . . . , . , . . , . . . . . . . . . . . . . . . . . , . . . , . , . , . . . . . " 66 31. Parking Lot Buffer Railings ."."..,."..",.,.,..,..,..,..,.,........ 67 32. Typical Parking Lot Buffer . . . . . . . , . . . , . . , . . . , . . . . . . , . . , , . , . . . , . . . . . . ., 68 33. Bus Shelters ..",.,..,..,.""",.".,...,.,..,.",....,...,...,.. 70 34. Lighting Alternatives .....,.........,..,.....,.,.,....,.,....,...,.., 71 PAGE 4 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT EXECUTIVE SUMMARY This report summarizes the analysis and master planning phases of the City of New Hope's City Center Streetscape Master Plan, The catalyst for this project was the proposed improvement of 42nd Avenue, also referred to as Rockford Road and County Road 9, between Boone and Winnetka Avenues scheduled for construction in the spring of 1999. At that time the City recognized that the upgrading of 42nd Avenue presented an opportunity to improve the image and to set the stage for future improvements to the overall City Center Area. Purpose of Study This document represents the completion of a six month process to formulate a framework plan for streetscape improvements within New Hope's City Center Area. The project area includes: . 42nd Avenue from Gettysburg Avenue to Louisiana Avenue . 45th Avenue from Xylon Avenue to Winnetka Avenue . Winnetka Avenue from Quebec Avenue to 45th Avenue . Xylon Avenue from 42nd Avenue to 46th Avenue The ultimate challenge of this project is to balance the functional needs of vehicles with those of pedestrians to create a sense of personal safety and comfort while also celebrating the community's culture, fostering a sense of community pride, and unifying the appearance of the City Center as an "Urban Village." . Project Approach To be successful in the long term, the streetscape must create an environment that reflects the vision and character desired by the community. The approach was tailored to solicit the communities input and create a responsive plan that will assist the city in reaching informed decisions regarding the extent, character, costs, benefits, and maintenance concerns associated with the proposed improvements, Task Force The design process was overseen by the City Center Streetscape Master Plan Task Force which consists of representatives from area businesses, residents, the New Hope City Council and Planning Commission, and city staff. Process At this point, the City of New Hope has completed the first two phases of the four phase Streetscape Design Project outlined below: . Phase One- Analysis. This phase focused on defining the communities issues and objectives, character districts, pedestrian and vehicular circulation, opportunities and other design parameters, . Phase Two- Master Plan and Preliminary Streetscape Design. This phase focused on preparing the preliminary design and master plan for the project area. Alternative concepts were explored and ultimately a preferred composite plan was recommended based upon input from the task force, PAGE 5 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT . Phase Three- Design Development and Construction Documents, and Bidding.. Upon authorization to proceed by the City, the consultant will prepare design development and construction documents for the first phase of improvements. . Phase Four- Construction and Site Inspections. Upon approval, the consultant team will assist with construction inspections. Community Issues Workshop Summary A Community Issues Workshop was held on February 24, 1998, to provide the residents of New Hope with an opportunity to voice their opinions on the issues, problems, and opportunities facing the City Center Area. Following is a summary of the results: A. Strengths/Opportunities Small town atmosphere. Participants noted that they appreciated the small town feel of the city and should maximize this by promoting a village character in the City Center Area. Infrastructure and traffic. Properly managing the high traffic levels and maximizing the use of the quality infrastructure in the area are seen as opportunities. o Development opportunities. Participants identified the need to incorporate destination businesses into the City Center area. This could be accomplished on vacant and underdeveloped property within the area, B. Weaknesses/Threats o Unattractive features. A number of aesthetically displeasing elements were identified within the City Center area including large expanses of asphalt, overhead electrical lines, fragmented buildings, and unattractive signage, o Need for identity. Participants noted a number of problems concerning the lack of an identity for the City Center Area including the lack of gateway features, lack of a central gathering space, and insufficient signage, o Lack of amenities. It was noted by participants that there is a lack of convenient access to recreational facilities and also insufficient commercial development to serve local needs within the area. C. Issues/Objectives o Development opportunities. The City Center Design process will afford the City an opportunity to consider development and redevelopment opportunities at several key sites within the City Center Area. o Central focus. One of the primary goals of this process is the creation of an area which can serve as a central focus for the community. Through the incorporation of design elements and additional facilities possibly including an outdoor market, pocket parks, a fountain, the community may be able to effectively create an identifiable "city center." Incorporating signage and improving linkages from neighborhoods are important ways to accomplish these objectives. . Aesthetics. Improving the aesthetic qualities of the City Center area is another area of focus. Options to accomplish this include burying utilities, developing a theme for building and landscape design, and promoting consistent sign age, PAGE 6 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT Design Principles The design principles listed below are intended to serve as a foundation on which to base the design of the streetscape and guide future redevelopment efforts. · Reinforce a positive, genuine character. . Design a hierarchy of streetscape treatments. · Design a flexible palette of elements, · Integrate the need to move traffic with safety and aesthetic meeds of the streetscape, Goals . Utilize the streetscape design as a means of implementing an "Urban Village" theme, . Encourage a positive, vital, and unique image for the City Center Area. . Encourage appropriate redevelopment in the City Center Area. . Take advantage of opportunities for new development in order to effectively address the needs of the community. Streatac.apaMaste.r..E1.a.n The area defined as Phase One is proposed to be constructed in the Spring of 1999 and therefore received the greatest scrutiny from the Task Force. Following is a summary of the streetscape elements recommended by the Task Force for each segment in Phase One. PHASE ONE: RECOMMENDED STREETSCAPE ELEMENTS A. 42nd AVENUE: ZEALAND TO WINNETKA AVENUE. This segment is the primary east to west entry into the City Center, . Landscaped Medians. This concept incorporates three landscaped medians within 42nd Avenue to define the gateway to the City Center and to reduce the perceived scale of the four to six lane road, . New Access to Applebees and K-Mart. This concept proposes that the access point just east of the bank would be closed and a new access point would be incorporated just west of Applebees. This new access point would prevent traffic entering from 42nd Avenue from racing in front of Applebees. A second access point would be located just east of Applebees, Service access will still be maintained for K-Mart. . Bicycle/Pedestrian Trail and Boulevard. The Hennepin County Bicycle Transportation Plan includes a bikeway along the entire length of 42nd Avenue through New Hope. In addition, a bike lane along the south side of 42nd Avenue between Zealand and Boone Avenues is represented in the New Hope Transportation Plan. At this time it is uncertain if either of these plans will be implemented, However, it will be the intention of the master plan to explore means that will allow us to comply with either of these transportation plans if they are enacted, It is not the objective of the master plan to redesign these transportation plans, Rather, it is our goal to deal with regional bike trail issues. A ten foot bicycle trail and a ten foot boulevard are proposed on the south side of 42nd Avenue along the Gethsemane Cemetery property. This design configuration PAGE 7 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT meets the minimum standards established by Hennepin County for mixed-use trails. A pedestrian! bicycle crossing would occur at the Xylon!42nd Avenue intersection, The bicycle trail and boulevard on the south side of 42nd Avenue will require right- of-way beyond that already negotiated, The amount of right-of-way needed will range from five feet to eight feet. . City Center Sign. The body of the existing city center sign could be updated and redesigned to conform to a potential city center sign system. The existing brick base would be unchanged. Additional flowers and other landscaping is proposed to be added to punctuate this area as an entry to the City Center. The proposed entrance and landscaping for the Cemetery is included in the master plan. The new entrance is proposed to line up with Xylon Avenue and is 100 to 150 feet east of the existing City Center Sign, The proposed entry landscaping extends to the back of the sign and will form a very nice back drop, . Other Elements. A sidewalk and six foot boulevard will be provided on the north side of 42nd Avenue to provide access to City Center for residents to the west. New signs, boulevard trees, roadway lighting and additional landscaping will also be included. B. XYLON AVENUE: This street defines the west edge of the City Center and is the front door to civic uses such as the City Hall, Civic Center Park, the New Hope swimming pool, and the Fire and Police Stations. o Reduce width of Traffic Lanes, include Landscaped Medians, Widened Walks and Boulevards. The recommended plan for Xylon Avenue calls for reducing the roadway width to include landscaped medians, sidewalks and tree lined boulevards. This treatment will create a distinctive character to the corridor, reduce the perceived width of the street, calm traffic, and provide an element of continuity between 42nd Avenue, 45th Avenue, and potentially Winnetka Avenue, Although the City staff respects the task force decision regarding medians, the staff has expressed concerns regarding the initial cost of construction and ongoing maintenance. o City Bikeway. The City Trail and Bikeway Plan designates a bike path through the project area from 46th Avenue south through Civic Center Park to 42nd Avenue. Options were discussed that include incorporating the bikeway or a spur into the Xylon Avenue corridor. . Bicycle Trail. This concept includes a ten foot bicycle trail and ten foot boulevard on the west side of Xylon Avenue, The bicycle trail should connect to the proposed City trail at 46th Avenue and go south through the park. Within the park, the trail should branch off at the swimming pool with one leg winding south through the park to Zealand Avenue and the other leg branching east to Xylon Avenue directly north of the swimming pool. The bicycle trail proposed on Xylon Avenue will travel south to the intersection of 42nd Avenue, where it will intersect with the proposed Hennepin County trail on the south side of 42nd Avenue. PAGE 8 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT . Pedestrian Crosswalk Between the Pool and K-Mart. A pedestrian crossing is proposed between the K-Mart parking lot and the pool. Safe sight lines and traffic calming measures need to be incorporated into the design to insure this crossing is as safe as possible, A table top design for the crosswalk should be considered to provide a visual and textural cue to motorists to slow down for pedestrians. The city trail proposed on Xylon Avenue must take into consideration the vehicular and pedestrian traffic in and out of the swimming pool/City Hall parking lot. This is a highly populated area during the summer months which could lead to potential pedestrian/bicycle conflicts. . Retaining/Seatwalls. Low serpentine concrete or brick retaining walls are proposed at key areas along the east side of Xylon Avenue where earth may need to be retained due to the expansion of the walks and boulevards and also to emphasize entry points into the businesses. These walls will be designed to compliment the other streetscape elements and provide a distinctive image for the City Center area, o Pedestrian Level Lighting, Directional Signs, and Street Furniture. These Streetscape elements will be il}cluded to create a cohesive pedestrian friendly environment. C. 45th AVENUE: Residential and Open Space Corridor. o Reduce width of Traffic Lanes, include Landscaped Medians, Walks and Boulevards. The recommended concept for 45th Avenue includes narrowing the traffic lanes and putting the residual space into boulevards, walkways and landscaped medians. . Park and Ride. The park and ride parking lot at the northeast corner of the Winnetka Center is not authorized by the property owners. The proposed bus shelter at this location may not be as critical if the park and ride is not included in future plans, o Wetland Interpretive Park. A small pocket park is proposed on the south side of the wetland. This space could incorporate a deck overlooking the wetland, an arbor with seating areas and interpretive exhibits. Other enhancements that should be considered at the wetland include: removal of fences, dredging to create islands, and wetland plantings to improve the habitat. A crosswalk is also proposed across 45th Avenue from the shopping center to the wetland, . Parking Lot Screening. Additional landscaping and possibly a decorative retaining wall are proposed to buffer the north edge of the Winnetka Center parking lot. Phase One Summary of Costs The costs for the landscape components summarized in this Master Plan are separated between streetscape (outside curb) and medianscape (between median curbs including median curbs.) Cost estimates for street/signal, utility, storm sewer, ponding (Boone Avenue and 41st Avenue, 45th Avenue east of Winnetka Avenue) and bury overhead electric also are identified. PAGE 9 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT The estimated costs not including landscape are from previous reports and very preliminary' estimates prepared to date. Contingencies are estimated at 10 percent, while indirect costs include administrative, engineering, legal, interest, etc. are estimated at 25 percent. Right-of- way costs for Gethsemane Cemetery were previously estimated, however, if additional right-of- way is requested, the previous estimates must be updated. The costs for phase one are summarized in the table below. 42nd Avenue Xylon Avenue 45th Avenue (Boone to Winnetka) (42nd to 46th) (Xylon to Winnetka) Total IStreetfS i 9 n a I $710,000 $250,000 $120,000 Utility (Sanitary Sewer) $40,000 Storm Sewer $80,000 $110,000 Pond $110,000 $50,000 Landscape- Streetscape $450,000 $325,000 $375,000 Landscape- $50,000 $50,000 $25,000 Medianscape Subtotal $1,440,000 $625,000 $680,000 10% Continaencv + $144,000 + $62,500 + $68,000 Subtotal $1 ,58~,000 $687,500 $748,000 25% Indirect Cost + $396,000 + $171,900 + $187,000 Subtotal $1,980,000 $859,400 $935,000 $3,774,400 Buv Overhead Electric + $150,000 Total $2,130,000 $859,400 $935,000 $3,924,400 Projected Maintenance Costs Annual Maintenance Costs: 10% Overhead & Administration Costs $35,000 $3,500 $38,500 Funding Sources The potential funding sources for the streetscape project include: Hennepin County, Municipal State Aid, Tax Increment Financing, Sewer and Water Funds, Stormwater Utility Funds, Assessment, Metropolitan Livable Communities grants, and Community Fund Raising. Proposed Project Schedule Authorize Preparation of Feasibility report, and plans and specifications for bidding, . . . . . . , . , . , . , . . . . . . . , . . . . . . , . ,. June 22,1998 Present Feasibility Report , , , , . , . . . . . . , . . . , , , . . . . . . . . , . . . . . . . .. October 12,1998 Public Hearing. . . . , , . . , , . , . . , . . . . , , , . . , , . . , . . . , , . , . . . , . , . , . , , . " Nov. 9,1998 Approval of Plans and Specifications for Bidding .,...",..."".,...." Jan.11,1999 Bid Date ..,.,......,.,......."..."........",...,.,......... Feb. 2, 1999 Council Considers Bids and Schedules Assessment Hearing "...,....... Feb, 8, 1999 Assessment Hearing . . , . . , . . , . . , , . . . , . , . . , , . , . . . . . , . , . . . . , . . , . , . March 8,1999 Award Contract , , , , . . , . . , . , . , . , . . . , , . . , , , , . . , . . , . . , . . , . , . . . " March 22, 1999 Construction Starts , , . . , , , , , . , . . . . , , . . . , . . . , . . , . . , . . . , . . , . . . , , , , , May 1, 1999 PAGE 10 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT Requested Actions · Adopt the Master Plan as an addendum to New Hope's Comprehensive Plan · Authorize the consultants to proceed with the preparation of design development plans, construction drawings and specifications for the proposed first phase of construction. PAGE 11 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT I. INTRODUCTION This report summarizes the analysis and master planning phases of the City of New Hope's City Center Streetscape Master Plan. The catalyst for this project was the proposed improvement of 42nd Avenue between Boone and Winnetka Avenues in the Fall of 1997. The objectives of that project were to improve traffic flow, bury the power lines, and enhance landscaping. At that time, the City recognized that the proposed upgrading of 42nd Avenue, also referred to as Rockford Road and County Road 9, presented an opportunity to improve the image of this gateway into the City of New Hope and to set the stage for future improvements to the overall City Center Area. . The 42nd Avenue project was postponed until the Spring of 1999 to provide enough time to prepare this Master Plan and to ensure that the 42nd Avenue improvements will be integrated into an overall plan for the City Center Area. Purpose of Study This document represents the completion of a six month process to formulate a framework plan and implementation strategy for streetscape improvements within New Hope's City Center Area. Included is an outline of the process, community issues, goals and objectives, the framework plan, selected streetscape elements, cost estimates, a phasing plan, projected funding sources, and an implementation strategy. This plan should be used as a guide for future decisions regarding both public and private improvements within the project area. See Figure 1, The project area includes: .. 42nd Avenue from Gettysburg Avenue to Louisiana Avenue .. 45th Avenue from Xylon Avenue to Winnetka Avenue .. Winnetka Avenue from Quebec Avenue to 45th Avenue .. Xylon Avenue from 42nd Avenue to 46th Avenue The primary objectives of study are as follows: D The Master Plan for the area will provide the framework for future streetscape improvement projects. .. The Master Plan will ultimately guide redevelopment of this area to create an "Urban Village" experience. .. The Master Plan will integrate the existing 42nd Avenue improvements into the overall streetscape plan. This study is not intended to be a comprehensive redevelopment plan or strategy. However, a streetscape plan would not be complete without recognizing the important role that redevelopment concerns such as architecture, site planning, land uses, economics, community organization, and promotion play in shaping a vital city center and street environment. For this reason, redevelopment principles and concepts are presented in this report. These are intended to stimulate conversation and to respond to the vision for a city center defined by the participants in the study. What is a Streetscape? The term "streetscape" refers to the physical setting, shaped by the relationships and design of buildings, parking lots, sidewalks, signs, landscaping, street furniture, as well as, the mixture of land uses. The relationships of these elements are key determinants in shaping a positive environment that is both functional and appealing for motorists and pedestrians, PAGE 12 '-0 ::r po 00 c-c l-' >-:;::l So c ..... c-c '-0 g- OO C'O ~It ::t ~~3~V'd ~ 3~n~l:I c=':2 ("t) :=s .....-+- ("!) """'S ~ """'S C'tl ("!) .....-+- (ffJ ("';) E1 ("!) ~J p5 S ~ o """'S h ~ I-=' P:l ::::s '" o 5l a 0.0 ~~ ~ ~ g2:> '" '" ~ 0.. 0..'" o~ :;ET '" ., '" '" 0.. 0.. c::> O"'~ E:l ~ _ n - Q;" '" - ~ ~ CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT Urban environments are characterized by densely spaced buildings that shape street corridors and consequently an environment that is more compact, human scaled and comfortable for pedestrians. As with most suburban commercial areas, New Hope is a young city shaped by the dominant form of transportation - the automobile. Suburban environments, are characterized by buildings that are spread out and separated from the street by parking lots. This relationship usually results in an environment that is unorganized, and at a scale that is uncomfortable for pedestrians. Project Approach To be successful in the long term, the streetscape must create an environment that reflects the vision and character desired by the community, The approach was tailored to respond to the community's input and to result in a plan that will assist the City in reaching informed decisions regarding the extent, character, costs, benefits, and maintenance concerns associated with the proposed improvements. A. Task Force The design process was overseen by the City Center Streetscape Master Plan Task Force which consists of representatives from area businesses, residents, the New Hope City Council and Planning Commission, and city staff. The consulting team actively participated in meetings with this group throughout the design process and benefitted from their candid input and constructive criticism. B. Community Involvement New Hope's residents and business owners have had a lot to say about what the City Center Area should look and feel like and how future plans may affect their property. The success of the design depends on how well it responds to the goals and objectives of the community. The process was formulated to provide opportunities for the stakeholders to review the plans, provide insights about how the project will affect their property, and to voice their concerns. This was accomplished through the task force, as well as a combination of an issues workshop and open houses. c. Masi~amem.tatLOILS1r.ates-y. A framework which outlines the objectives for the City Center Area has been created to ensure that improvements completed over time will be integrated into a cohesive whole. D. Ealette of Streetsc.ape Amenitie.s A flexible palette of streetscape elements has been produced that is intended to be used within the public rights-of-way within the City Center Area. The streets cape elements will contribute to the creation of a distinct and memorable district within the City of New Hope and the Metro Area. E. Ch.ara.c.ter The approach recognizes the many functions that these transportation corridors serve, as well as the variety of districts that contribute to the personality of the City Center Area as a whole. The intent is to create a spirited, progressive streetscape that will reinforce the positive aspects of the City Center area's history, landmarks, and its current role within the community, PAGE 14 '=::l >; = ~ to; tl> -<'0 ~. = ~ ~ ~ to ~ g =- to "'l .., ~ to S s; ~ '=::l a e:r 5f == ~ -..! :,l '=::l CfJ~; ....tl>~ ~ I=f eo tl>'=::l~ ....- ~ to; ~ = e ~ ~.. tl> ~ tl> ~ 1iQ' = Q~ = tl> ~ ~. ....1JC1 :: = a~ ....tl> e ~ = tl> ~o e~ ~ = = tl> = = tl> .... s.~ ~ ooCj .... e ....... tl> ... ~ ..... .... = :! ~ ... 'Cl ~ ~ Q; ~ e Q;= ~ ~ ""J III 0- "'l ; ~ .., ~ ~ '< r:n 'l:l "'l S' ~ .... ~ ~ ~ .., >:J E: .... ~ ~ ~ E to .., > I: ~ ~ .... ~ o ~ ~ ~ ~ o ~ ~ ~ :: c flU H~~ ~~ ~ ><; z o < '" 3 0- '" ..... '" '" -..J n ~. o ....., Z (il ~ ::r: .g (il I n ~. n (il ::l ..... (il ""l 2;' (il PJ C/:J ..... ..., (il (il ..... Ul (') .g (il ~ PJ Ul ..... ~ >-c S"' ::l ti ;> ::t l' Cl :;:::l v~ Vl ::r: ;> :;:::l ti l' o ~ ;> Z ti c: tJ:l v~ Z o S~ 3;>'Vd Z 3~n;>l:I CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT F. ~e....ae:tw.e.e.nE.e.ctestrian..and Vehicular Uses The ultimate challenge of this project is to balance the functional needs of vehicles with those of pedestrians to create a sense of personal safety and comfort while also celebrating the community's culture, fostering a sense of community pride, and unifying the appearance of the City Center as an "Urban Village," The plan incorporates streetscape elements such as lighting, street trees, landscaped medians, bicycle and transit facilities, and coordinated signage to reduce the perceived scale of the street, provide adequate traffic capacity, create a traffic calming effect, provide a safer, more appealing pedestrian environment, and foster a sense of civic pride. Process At this point, the City of New Hope has completed the first two phases of the four phase Streetscape Design Project illustrated in Figure 2 and outlined below: A. .E.hase One- Anal~ This phase focused on defining the communities issues and objectives, character districts, pedestrian and vehicular circulation, opportunities and other design parameters. B. EhaSJU~~ rae1SC1lp-eJJ~ The second phase of the study focused on preparing the preliminary design and master plan for the project area. Alternative concepts were explored and ultimately a preferred composite plan was recommended based upon input from the task force and the project team. The composite plan is described in this document. C. Ehase Th ree- Des.ignDJ~.'lelo.p.men.Laru:LConstru.c.tion Docu ments~cLBidding Upon authorization to proceed by the City, the consultant will prepare design development and construction documents, and bidding for the first phase of improvements. D. ehaa~ioaaruLSite Inspactio.n.s. Upon approval the consultant team will assist with construction inspections. PAGE 16 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT II. EXISTING CONDITIONS District Identity The land uses, architecture, vegetation, topography, and traffic characteristics change throughout the study area. The combination of these elements shapes the character and perception of the study area into distinct areas that may be termed "character districts." Within the study area, the following four distinct districts are evolving: the Central Mixed-Use District, the West Gateway and Residential District, the Cemetery, and the East Neighborhood and Commercial District. See Figure 3. A. w.e.stJ1atewa}UlO.ClRe.sld.e.ntia I District This district is located between Highway 169 and Zealand Avenue on 42nd Avenue and is characterized predominantly by single family homes. The freeway interchange forms the gateway image to New Hope. . Significant Features. The Crystal Evangelical Free Church and single family homes define the character of this gateway to the city. · Issues . . Hennepin County has designated the 42nd Avenue corridor as the location for an east to west bicycle trail. . There are multiple driveways with direct access onto 42nd Avenue which inhibit traffic flow. . Space within the right of way is limited in areas and must be utilized as efficiently as possible, . Slopes, fences, walls, vegetation, and other appurtenances inhibit the expansion of the right-of-way to accommodate bicycle trails. B. Cam~rict This district is located between Boone and Winnetka Avenues. The cemetery's picturesque landscape forms an open space character and edge to the central commercial district. . Significant Features. This segment is characterized by the pastoral landscape of the cemetery on the south side and single and multiple family, and commercial uses on the north side. · Issues . Ten feet of additional right-of-way may be needed if the Hennepin County bicycle trail is included on the south side of 42nd Avenue. . The cemetery is planning to move its entry to align with Xylon Avenue and to improve the landscaping along 42nd Avenue. These improvements will have to be integrated with the streetscape plan. C. Cimtr.al Mixed-Use District This district is defined by Xylon Avenue to the west, Winnetka Avenue to the east, 42nd Avenue to the south, and 45th Avenue to the north. This area is New Hope's City PAGE 17 .... "n fir a &' ~ af 2 tfi= Q ~. ~~i~e.~~8 CJ mcrrog.~~gG (')::;JQ"O_=B.= ~ g-SrtB i- ~ ~r S" nro;;.-gm~9..'"""l roRarg.oa:3o m-~~8= ~!~: ~ ~ ~ Q a ~ ~. s: ::.~ n=~ ~ ar~ 3 ~ [~ g g ::rg ~ ~ ~~ ~ ~ ~g ~ ~ ~<n ~ " - 15 ~~2=~i&~ Qga~t'g:g N~;;;~g.g=- :J2'D S g).".... 0 ~ .g ~ ~~ g s- ~~~~a~ g." m3=m-< o ~ 0. :g €J ~. 2" tire ~ ~@ 6' (p~ g. ~o 5' co ~ ~ ~~ ~ 5.5" fg a1~ ~ ~. => " ~~ o en " ~ <00 ""'" <0 ~ m co 11 :0 g~ 0. ~ ~ <C " ~ ~ => " " -"<' fj i~i~ ~ -gtQ<D~a := ~~go-<a; a...(tI~nQ.- ~~~3~S iE.ij.* 3 8 g~~59-Er 15 m ~~ p ~~g ~ 3" 15 m 0... ~ffiQ ~ ~ ~~ ~ ~m. P- ~~. ? o <r> r.> /-~ ..... I~ (,yyC)~ <:..n 0 i:5: ~ ~ ~. S. ~ S; , '" ~ '< S'"' ~ ~ S" ~ ~ Ci5 ~ ~ ("'l) "-" en C'"J 00" ctl ::r. ~ Ct> <::> 5 g. ~ Ct> ::l co en cr ~ 0 .. .. ... .. ~~ a~Hnf3' ~ ~ ~ ~ g ~ ~ ~ 5". ~ ~::7~~~~g g- ~ 9.ara~ 3- ... -;3$0. <::> g. Q 0 -ij. <::> <C ~<cg~ Q... ~ ~a~ ~ :;[ m~~ S ~ g~~ s a ~~. ~ a ~ 11 G. a 5- g.. ~ =.0 8 "'0 0. "" ~ii~ ~ ~~2~S ~gi3 ~ g.g~ 8.'" ~~~~-~ ~~8.~g !~~~S ('05E..?'m ~~~~ rr <C l'l m 0 =15 @ E ~8 "'0 is- 5' m g:> I ~I~ ~ ::c: o C"":! ('D :::l "...... ('D -.: CJT2 ........ -.: ('D ('D ....... en ~ ~ ('D ~ ~ S ('D ~ o -.: :;:;- ~ ~ :::s o _. tr.J ::r -. ,., ..... tr.J 5' rg a <;;lP a"" "'" <0 ~ ~ o '" .? .,. glE:- e: c. ","0 [~ ~ 5 "'" c. c=~ ;r~ p g If~ . !Jl In3~'v'd C 3~nm:l CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT Center Area. The district has a large concentration of retail uses, office, and multifamily development, as well as, the City Hall, Fire and Police Departments, and Civic Center Park. The development pattern is suburban in nature, with the buildings set back from the streets with and parking lots in front. . Significant Features. The most prominent features include the Civic buildings, Winnetka Center shopping mall, Kmart, and the School District Administration Building. · Issues · This area lacks a distinctive image as a city center. . The concentration of mixed-uses creates an opportunity to enhance this area as a community focus, · The wide busy streets that define this district also form a barrier to surrounding residential areas. . The combination of vast parking areas and strip commercial development form a negative image and inhospitable pedestrian environment. . Space within the right of way is limited in areas and must be utilized as efficiently as possible. D. East Ne.i.g.hhorh.Qo_d Com me.rclaLO.istri.c..t The East Neighborhood Commercial area is located between the railway edge and Louisiana Avenue and is characterized by a concentration of mixed commercial uses on small lots. The development pattern is suburban in nature, with the buildings set back and parking in front. Development includes gas stations, restaurants, and other businesses. This district also is positioned as the east entry into the City of New Hope from Crystal. Significant Features. This is an older commercial district than the area at Winnetka Avenue and 42nd Avenue and has a more compact development pattern, Issues . Future streetscape improvements should integrate the existing roadway lights, benches, and shrub plantings that remain from a previous streetscape project. . This segment has a very limited right-of-way width and may require easements to incorporate bicycle lanes, wider sidewalks, and parking buffers. . Retaining walls at the railroad bridge are deteriorating and need to be replaced Pedestrian Facilities and Circulation There is a large concentration of people living and working within a five minute walking distance of the commercial area at Winnetka Avenue, Pedestrian circulation and safety are two of the main concerns of the participants in the study. In order to capitalize on this relationship a compact intense mixed-use district should be emphasized with pedestrian friendly connections between the neighborhoods and the businesses. A five minute walk, which is approximately one-fourth of a mile, is the distance most people will comfortably walk for small shopping and service needs. PAGE19 b b ~Cb 8 8 1< g,8 .:::::: .::::::: ffi CD':::::: C C en o..C 3 3 ::OCJ)3 - :::;: 0. CD :::;: m CD 6.<CD Q. Q. CD 0- Q. "8 "8 ~~"8 c c c CD CD <D 01 ~ 01 01.,. 01 @ '" '" d' ti ~ ~ rJ) ~ 0 ::; 0 ::J ffi. LJ Q. m ;:u ~ n: CD ~I~ ~ ::c: o (""') CD := - CD ..... en. - ..... CD CD - lfl C':> ~ CD ::f-j ~ .13 CD ::;; o ..... :;::;-' P=Q .....- ~ := OZ 3E>'v'd V 3~nE>l.:I @) I CI ~ - o '"d '" !3 g (t) ~ a d..8 )oo'Q e. '" ;:I> f~ g ::: r':l """"l ~ ?;- ,1:l s p.. .-....., a.. ~ t:d s~ :::: "', tI:l 8.8. ~ c::~ 0 gg $. ~~r;; CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT Sidewalks are narrow along 42nd Avenue, In many cases, the existing sidewalks are narrow to comfortably serve walkers or people in wheelchairs, particularly when snow is piled in the winter. A. l5-s_ltaS · Hennepin County Streetscape Guidelines. Hennepin County streetscape guidelines require six feet of clear zone behind the curb for snow storage. This guideline prohibits elements such as trees, lights, signs, banner poles and other elements to be positioned within six feet of the curb. Most successful streetscapes have vertical elements behind the curb that functions as a barrier between pedestrians and moving vehicles, This relationship is a significant component in creating a streetscape that is safe and functional and not just mere decoration. The right-of-way in the east neighborhood commercial district and for Winnetka Avenue south of 42nd Avenue is too narrow to provide a six foot clear zone, boulevard trees and or lights, as well as, an adequate walkway width. In these areas easements may be needed and/or the County may need to relax its guidelines to provide space for a comfortable walkway, snow storage and streetscape elements. . Bus Shelters. Figure 4illustrates the current bus routes serving the project area. The most heavily used stop is at the intersection of 45th and Winnetka Avenues. It is our understanding the northeast corner of the parking lot for the Winnetka Center is an unofficial park and ride. o Swimming Pool Parking. The K-Mart parking lot is used for pool parking. Consequently, in the summer months people cross Xylon Avenue at undesignated crosswalks creating a safety concern. Local History The original settlement of the Crystal/New Hope area occurred in the 1850s with the largest portion of the early settlers living near the existing City of Crystal. The early history of the Crystal/New Hope area focused on agriculture. In addition, the City of Crystal was home to the state's largest stockyard in the 1880s. Now known as Winnetka Avenue, Schuller's Cross Road, was a major transportation route in the area. New Hope's individual history essentially began in 1936 when a group of residents seceded from the City of Crystal due to concerns over high taxes and a fear of losing the rural character of the area. The new city was named New Hope since the secessionists felt that separating from Crystal was their "new hope." The name "New Rock" was considered because of the large number of rocks in the area but the majority vote prevailed. In its early days, the city of New Hope essentially relied on areas outside of the community for trade, thus it has no historic commercial areas. The City of New Hope was ultimately incorporated in 1953. A significant local landmark was the two room District 24 school that was located at the south east corner of Winnetka and 42nd Avenues until 1968 when it was raised to make room for the School District Administration Building. PAGE 21 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT Chicken Feed Mr. and Mrs. Theodore Heise on their farm about 1917 Workmen Replace roof of barn located in what is now the community Walgreen's store in New Hope Shopping Center The Rask's Home, from 1930 to 1945, has now been replaced by the Country Kitchen restaurant on 42nd. Ave. N., New Hope New Hope in 1917 Theodore Heise Sr. In his field on 42nd Grading Rockford Road 1937 street maintenance included horse and wagon Two Room District 24 school stood on the corner of 42nd and Winnetka Aves. N. until it was razed in 1968. FIGURE 5: HISTORICAL PHOTOS PAGE 22 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT Character Elements The City Center currently lacks a distinctive image. However, there are several elements that in combination, begin to define the same components to build on to formulate a design vocabulary, The civic architecture of the City Hall, Police Department, Fire Station, pool buildings, and several of the existing commercial buildings utilize brick as a dominant building material. These elements should be reinforced and included in future public and private redevelopment efforts to foster a more distinctive image. Chapter five describes how these components influence the design of the streets cape and will be expressed through the materials, styling, and details of bus shelters, lights, paving, railings, and other streetscape elements. Preliminary Issues A listing of preliminary issues was identified at the project initiation meeting held with the Task Force on January 14, 1998. The issues are illustrated in Figure 6 and summarized in the Appendix. Community Issues Workshop Summary The Community Issues Workshop held on February 24, 1998, was intended to provide the residents of New Hope with an opportunity to voice their opinions on the issues, problems, and opportunities facing the City Center Area. Approximately 30 persons attended the workshop, The viewpoints expressed during this meeting reaffirmed a number of the issues noted during the project initiation meeting, Following is a prioritized list of the top five issues in each of the three categories. The number of votes received follows each of the statements, A. StLeng1t1slQpportun.ities Participants were asked to list the primary reasons for living, working, shopping, and playing in the City Center. Although the listed strengths and opportunities cover a broad spectrum, the issues that elicited the most consensus can be grouped into three main themes. They include: . Small town atmosphere. Participants noted that they appreciated the small town feel of the city and should maximize this by promoting a village character in the City Center Area, . Infrastructure and traffic. Properly managing the high traffic levels and maximizing the use of the quality infrastructure in the area are seen as opportunities. . Development opportunities. Participants identified the need to incorporate destination businesses into the City Center area, This could be accomplished on vacant and underdeveloped property within the area, PAGE 23 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT Top five ranking strengths and opportunities and their corresponding votes follow: Small town feel and opportunity to create a village character (10) · Good infrastructure (8) · Need destination businesses (6) · Improve traffic flow on 42nd (5) · Natural features - open space/parks/cemetery (4) B. Weaknes-.a.e-51I.b..taats Although the listed weaknesses and threats cover a broad spectrum, the issues that elicited the most consensus can be grouped into three main themes. They include: · Unattractive features. A number of aesthetically displeasing elements were identified within the City Center area including large expanses of asphalt, overhead electrical lines, fragmented buildings, and unattractive signage. · Need for identity. Participants noted a number of problems concerning the lack of an identity for the City Center Area including the lack of gateway features, lack of a central gathering space, and insufficient signage, · Lack of amenities. It was noted by participants that there is a lack of both recreational facilities and also insufficient commercial development to serve local needs within the area. Top five ranking weakness and threats and their corresponding votes follow: · Asphalt jungle (9) · Power poles (6) · Lack of gateway features (5) · Lack of bike paths and bicycle commuting facilities (4) · Buildings fragmented (4) C. lssue_sLObLe.ciiY..e.a.. Participants were asked to specifically focus on those issues, objectives, and physical improvements which they would like to see addressed through the streetscape design process. This amounted to expressing a vision for what the City Center should look like in the future. Although the listed issues cover a broad spectrum, those issues upon which the greatest consensus was gained can be grouped into three main theme areas, They include: · Development opportunities. The City Center Design process will afford the City an opportunity to consider development and redevelopment opportunities at several key sites within the City Center Area, · Central focus. One of the primary goals of this process is the creation of an area which can serve as a central focus for the community. Through the incorporation of design elements and additional facilities possibly including an outdoor market, pocket parks, a fountain, the community may be able to effectively create an identifiable "city center." Incorporating signage and improving linkages from neighborhoods are important ways to accomplish these objectives. PAGE 24 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT . Aesthetics. Improving the aesthetic qualities of the City Center area is another' area of focus, Options to accomplish this include burying utilities, developing a theme for building and landscape design, and promoting consistent signage. Top five ranking issues and objectives and their corresponding votes follow: . Redevelop key properties (14) Kmart Winnetka Center 42nd & Quebec Lasky Property Hardees . Create a community gathering area and focus for the city (12) Create an outdoor market (4) · Bury all overhead utilities (4) . Hennepin County streetscape standards - are an issue (3) PAGE 25 ...... "" "" = t"t> "" -r;>:: ~i'f'< g~ 5 n'" - 9. ~ ~ ,,- "'" ~" = n g = '" ro "'" ~!2. ,,";,,";~i,,~,,;e; 5.5'2 CO -":2 8:12.8....... ~ ~ ~ ~ s ~ J5' ~ < =- g: ~ ~~ ~ ~ g ~ ~ ?:- ~s ~. s- ~ 0.. ~ ~ ~ ~ Q..roc..g~ ~<:..co= ~ 5-~ ~ ~ ~ ~~ ~ ~ ....~g:ig('tl"'Ocai~ 0<0 !!?.. = is.!::l...;:;'' o-Q..gs-- =-rnfir ~9~~ ~g <C - 0. -'" " ~ fi ~ 15 ~. if I~ ~ -, '=" == = (';. C -6 ="~ ""'1 =- ~ ~ ~ g- ,. ... - = ~ =- f;t:ti(::1.. 1:::1 c:::. "" ~ -. \olCl .~::a. ~ Q =" =ci<l Q ~ "Cl ... Q "" '" "" "" -- c:::.~ :.0 "Cl "" g~qf~ ~~~ ~ 0. E n t.n ?g- g. a :.: en r;o Q. _ EoO:5. "'~!- ~ "" "" 1f: g c... 3 en -.. ~ ~ :.0 oR ISl a~ ~~ ~ a; ';;=';;~ .,;,;:,,; c::::: &~ ef ~~~~Q.. ~~ i:= Q, _ Q~c:=~"R~ - 5'0 ('tl .g:::r~ Q.< t; =:;:<6 ~ ~~ :::- 32'" g~ 8 ~==,.c; Q S< ~ ~ Q. 3~ '0 g, ~ ::10..::;1 c:tl 3;::ftl ffi"-' ~V>....... 1< ~=~ (tit'-" 2. .... ~ ~~ ~ e .:< ~ So ;::;..g..g c:::. 15 en" =- ~ ::::;:5. ~ ~ "" ~ "" "'- = "'- = g- "" ~ :;0 :=0 a a: ::;::! l't> 0... l't> <: a. o 1 a S!? :=0 en ll~ L') ("D :::: ....... ("D !-; CIf) ....... Joooo:: ("D ("D ....... UJ ~ ~ ("D ~ ~ s ~ o Joooo:: ~ I=Q I--' ~ :::: ~ rlS ~ S" "" -. I~ oS' i:.. "" en ~~ = .?.i5 ;;; gl S' !3 "p..~ e,P< '" - ::E~ 5 =: 0 s::;;..i5.. ~ ~i ~ ~s. ~ ?i ffi" rn 9Z 3E>'Vd 9 3~nE>l::J CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT III. PRINCIPLES, GOALS, AND OBJECTIVES Design principles, goals and objectives are outlined in this section and will drive the qualitative and functional aspects of the streetscape design. The goals and objectives have been established through input from the task force, public participants, an analysis of the corridor and safety and maintenance considerations, Design Principles The design principles listed below are intended to serve as a foundation on which to base the design of the streetscape and guide future redevelopment efforts. A. Reinf~e_~o_s.i1iYaJienuine_Charac1er · Create a spirited, progressive identity based on local character, history, and values. B. freslgDJLHlerar.c.hy of StLe.e.tscape Treatments · Create treatments that emphasize the character of different districts, · Define approach routes and gateways. . Create strategically located gathering areas to provide a focus to the community and set the stage for cultural activities, C. DaslgILaElexibleEa.letULof Elements Elements should adapt to different site conditions. · Provide continuity, yet foster variety and interest within the City Center. · Coordinate design of streetscape elements with promotional tools for the City. · Incorporate elements that enhance the winter streetscape. D. lniegrale.Jnalie.acLt<LMove Traffic Wit~s1b.etLcJie.ad5-Otihe St~cap-e · Consider alternative forms of transportation, Le., bicycles, buses, and in-line skates. . Create pedestrian friendly linkages between all areas within a five minute walk of the commercial nodes to minimize vehicular trips and to encourage walking. · Treat the transportation corridors as community links, not as a barriers. . Utilize elements such as lighting, trees, and other street furniture in appropriate areas to create a sense of human scale, Goals and Objectives The success of the streetscape design is dependent upon how well it responds to the goals and objectives of the community. Goals and objectives have a distinct and different purpose in the design and planning process, Goals are broad, long range statements toward which planning efforts are to be directed, Objectives describe specific measurable guidelines which need to be accomplished in order to advance toward the overall goal. Following are the goals for the streetscape and supportive objectives defined by the Task Force: A. .cio.als 1. Utilize the streetscape design as a means of implementing an "Urban Village" theme. PAGE 27 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT Qbjectives: · Promote the small town character through the streetscape design. · Establish linkages between the City Center Area and the surrounding community, · Incorporate public gathering spaces within the City Center Area · Improve pedestrian accessibility and safety. · Incorporate existing landscaping treatments into the proposed streets cape design. 2. Encourage a positive, vital, and unique image for the City Center Area. Qb~lVLas~ · Strengthen the identity of the City Center Area through the use of design elements. · Create gateways into the City Center Area. 3. Encourage appropriate redevelopment in the City Center Area. Qbjectives~ · Identify necessary infrastructure improvements and address them through landscaping treatments. · Address existing transportation and circulation barriers through infrastructure improvements. . · Encourage the use of alternative modes of transportation in the City Center Area. 4. Take advantage of opportunities for new development in order to effectively address the needs of the community. DJ1jectives' · Promote the cooperation of the public and private sectors in implementing and maintaining the streetscape design. · Identify sites and encourage appropriate redevelopment within the City Center Area. · Establish guidelines to promote the use of consistent signage within the City Center Area. · Maximize the use of green space and the existing park system within the streetscape design. · Integrate existing natural features into the streetscape design. o Consider parking and traffic issues as they relate to the proposed streetscape design and infrastructure improvements. Design Framework Plan The Design Framework Plan illustrates a synthesis of the issues, goals and objectives, and the application of the principles established as part of the New Hope City Center Streetscape Master Planning Process. The Framework Plan also establishes a guide upon which to base the evaluation of concept alternatives (see Figure 7). PAGE 28 i -< Q ~ (t;. '" i s. 1D 16 Q. g S. >< -s.. g ;g- ~ g 0. ~ ;g- ~ ~ ~ a ~ 0 Jg ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~. ~ i i ~ 5 ~ a v; CD CS" ~ :3 "'- 0 m ::J :3 0. 1:f g n m <:" v; (') B n " m m 2. 0. m <P c; g. 8 ::J o :;;: Q S" 5 g ~ B ~ Q n C'f g n ~ m ~ ffi- i ~ 5" g- o CD i ~ ~ ~ ~ ~ ~ " 0. '" e G} 0" c.. i I ~ 8 '" " Q- ::. :; ~ ~ 3 ~ ~ ""- c5 e;; cD ~ 15 ::g ~ ". g 15. f.} -g " m r-n ~ x m " ::J Q 0 ~ s: '0 gg: i7? m ~ I- i <P - a ~ ~ Q2 Q 2- ffi ~ 0 ~ "0.0- ~ ~~. en --. CD ~ ~ g B 9- 5 ~ 8- W 0- B" ~ Q ~ [ ~ g.g -g ; ~~ ~ ~ ~ ~ ~ o fP~ @ d' ~ ~ ~ 12 g ~ ~ 0. "" ~ a m. ~ .g Q a5 0 2. n o ~ - " ~ Q ::J ::J i- ~ c m - '" Q ~ ~ ~. 0. " C ~ <0 o ~ ~ i m a ~ ~ ffi 5' Q. ::J g 12 ~ R 3" Ci5 m - ::J " ~ 9 Q. -g: "'" '" r-.=:. :::::! ::J '"' P. => ?2 ~" c -< 5. '8 ~ 16 g cB g: .p ~ ~ ~ CD Ci' ~ B' eo R Q. g 1'2 " ~ ~. -< 0- o ::J Q ::J c5 E' ::J iE ='- <: '~',.' < r<oaa. i"r,< ~~Ii ~ "'",...-;"0 _ _ _ <.n6d~~ G) fD ~QQQ~~Q: iUiH nuuu ?5Q,~ ~~~ ~~~ CDg~ i~ Ii; ~ ~ ~ ~ o - '" 2: s: U'> g:. s- o ~ " CD eJ!!! ( I'T': -<:; ~~S:~ Q @ E -8 ffi-:3 ~ 8 :? ~ if. ~ CD 9 :;: m o v:; g ~ @ ::E 8 g ~ "@ ~ ~ ffi 9.<5 ~ ~ Q t'C. Q :3 ~ 0- * .:< ~ o CD ?... ~ ::z: :: CD ~ ~ n CD :::s ,....;- (tI r-: c.n ,....;- """"' d CD ,....;- m ("';l I"\~ ......., CD ~ r-: ~ """"' :::::s lc' ~ o ~ ~. ~ ;....-.-; ~ ::::: '-r:l -. ~ S rt> ~ o -. :;=::"" '""0 - ~ := ~ ::J j~ ~ ~ ~~ <r ~~ c> ~i -o:!1 :POl Ole m;:) Nm "'..., CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT IV. STREETSCAPE MASTER PLAN The intent of the master plan is to illustrate how the goals, objectives and principles may be applied to the existing setting. The master plan also establishes a level of detail from which to assist the city with decisions regarding design, phasing and costs for implementing the streetscape. If followed, the Master Plan will ensure that the improvements proposed for each phase will contribute to a cohesive and vital City Center, Alternatives For each segment of the study area several .alternatives were reviewed by the Task Force. These alternatives illustrated optional street alignments, medians, walkway and trail locations, as well as, landscaping concepts. The area defined as Phase One is proposed to be constructed in the spring of 1999 and therefore received the greatest scrutiny from the Task Force. To avoid confusion only the alternative recommended by the Task Force for each segment in Phase One is presented in this document. See Figure 8. The design for the segments in Phase Two is less defined because it is dependent on the ultimate design of phase one. All the alternatives for the phase two areas are presented in this document to provide the city a variety of solutions to choose from when the parameters become more defined. Phase One Recommendations A. ~ealanclio Winnetka AvenQe This segment is the primary east to west entry into the City Center. See Figures 8 through 12. RecommenciE.d Elements' . Landscaped Medians. This concept incorporates three landscaped medians within 42nd Avenue to define the gateway to the City Center and to reduce the perceived scale of the four to six lane road. . New Access to Applebees and K-Mart. If this concept is adopted and built, the access point just east of the bank would be closed and a new access point would be incorporated just west of Applebees, This new access point would prevent traffic entering from 42nd Avenue from racing in front of Applebees. A second access point would be located just east of Applebees. Service access will still be maintained for K-Mart. . Bicycle/Pedestrian Trail and Boulevard. The Hennepin County Bicycle Transportation Plan includes a bikeway along the entire length of 42nd Avenue through New Hope. That portion of the trail along the south side of 42nd Avenue between Zealand and Boone Avenues also is represented in the New Hope Transportation Plan. At this time, it is uncertain if either of these plans will be implemented. However, it is the intention of the master plan to explore means that will allow us to comply with either of these transportation plans if they are enacted, It is not the objective of the master plan to redesign these transportation plans, Rather, it is our goal to deal with regional bike trail issues, PAGE 30 ~ Ii 11 i !illllll "':t":;. . ":;la ~ i j '5 " ~ - - - - - ~ ~ i - - - ':::.$! :: i H~ g d m II = ~ ~~~ Ei<> ~ j ~!! ~ i J " ~ ~ ! ! II! j III Wll!iI .II ~ ;;:: - _. e_ }O] ;:~~i' ~;:;:----"~,(j~ n , rr ,...-.nC o ~ " ~ ; ,~ .. ~ i:i " , o ;; ~, .. ~ ! o o ~ o :: '" ;,;j o ~ < ~ " .. ~ ~ '" =;: ;; - "" :3 .5 'S i ~ ! ~ i ~ ~ ~ !j ~ ! 5- C:e5eo~ <D ttl.s wM +-'-C:5~ =0..0",< <D l.. S u:: CI. <.) <D u .....c >- (/) 0 ::: ttl 3: Is u O::::.Q I" '::::u :' <D <D ~ )I.~ Cl.. Cl..", ! o ttl,.o !L.~ ::c U ill "1':'" tIlo, S ......" <D <Do z ea ..... U'J CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT .. .6" . Clear Zone " ~~ Hennepin Co, Streetscape Guidelines 30-35 mph Bike Clear Zones I \ fF,,~'n :'nl ~ T;;:'~ill',.~ ", I IT II 1 Irr ~. I I ;~. I .... ,I" . f . I UJ Hennepin Co, Streetscape Guidelines Adjacent to Roadway 35-40 mph G' 4': 10' 2' . Trail-.--'-rCl~t Zone ~. I i I 2' --t- Clear Zone '\ Proposed Multi-Use Path and Boulevard FIGURE 9: HENNEPIN COUNTY GUIDELINES PAGE 32 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT ~I oil I ~I 10' 10' Trail 13' II' 11' I I 13' . 6' , 5' Existing House Section - Xylon Avenue to Highway 169 Section - Xylon Avenue to Winnetka Avenue FIGURE 10: 42NOAvENUE SECTIONS PAGE 33 - ~ f. , " .t:o. N :::; D.. ~ < CD :::; c CD ~ :::; :::; ~ ~ OJ ~ CD ;;2 1ii - o OJ o 0. :::; CD ~ < CD :::; ,- 1ii .t:o. N :::; D.. ~ CD :::; C CD ~ S. :::; CD 51' OJ ~ < gJ ,- 1ii o r 0. c- Ui pj. :J III ~ < CD :::; ,- 1ii (j) .... o(tl Z Q. (t) (t) ~ur ~ ~ C'l :I: ;,,~ 0 :::r..... "C Q (t) (t) g. S (') '" Ql -. g~.:t Q (t) (') :!I ~ ~ CO ;>@g:Qa ~~~ro(t) ~~ p:::s .., CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT ~,.._..\- ~ ". \ ~/ ',' -- - - ""-" ," :---~ ~/ ...--:---- --- - ~ ..:-"'" "- .....<-~-L -< ;.: ~., " I .' FIGURE 12: VIEW EAST AT 42ND A VENUE AND XYLONA VENUE PAGE 35 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT A ten foot bicycle trail and a ten foot boulevard are proposed on the south side of 42nd Avenue along the Cemetery property, This design configuration meets the minimum standards established by Hennepin County for mixed-use trails as illustrated in Figure 9. A pedestrian/bicycle crossing would occur at the Xylon Avenue intersection. The bicycle trail and boulevard on the south side of 42nd Avenue will require additional right-of-way. The amount of right-of-way and cemetery landscaping needed will range from five feet to eight feet. · City Center Sign. The body of the existing city center sign could be updated and redesigned to conform to a potential City Center Sign System. The existing brick base would be unchanged. Additional flowers and other landscaping is proposed to be added to punctuate this area as an entry to the City Center. See Figure 12. The proposed entrance and landscaping for the Cemetery is included in the master plan. The new entrance is proposed to line up with Xylon Avenue and is 100 to 150 feet east of the existing City Center Sign, The proposed entry landscaping extends to the back of the sign and will form a very nice back drop. · Other Elements. A sidewalk and six foot boulevard will be provided on the north side of 42nd Avenue to prov!de access to City Center for residents to the west. New signs, boulevard trees, roadway lighting and additional landscaping will also be included. PAGE 36 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT B. Xylon.&enue-=-Civic C~OJ: This street defines the west edge of the City Center and provides a transition from commercial to civic and residential uses, Xylon Avenue also is the front door to civic uses such as the City Hall, Civic Center Park, the swimming pool, and Fire and Police Stations. See Figures 13 and 14. Recommended Elements' · Narrow Traffic Lanes, Landscaped Medians, Widened Walks and Boulevards. The recommended plan for Xylon Avenue calls for reducing the roadway width to include landscaped medians, sidewalks and tree lined boulevards, This treatment will create a distinctive character to the corridor, reduce the perceived width of the street, calm traffic, and provide an element of continuity between 42nd Avenue, 45th Avenue, and potentially Winnetka Avenue. · City Bikeway. The City Transportation Plan designates a bike path through in the project area from 46th Avenue south through Civic Center Park to 42nd Avenue. This concept includes a ten foot bicycle trail and ten foot boulevard on the west side of Xylon Avenue. The bicycle trail should connect to the proposed City trail at 46th Street and go south through the park, Within the park, the trail should branch off at the swimming pool with one leg winding south through the park to Zealand Avenue and the other leg branching east to Xylon Avenue directly north of the swimming pool. The bicycle trail proposed on Xylon Avenue will travel south to the intersection of 42nd Avenue, where it will intersect with the proposed Hennepin County trail on the south side of 42nd Avenue. · Pedestrian Crosswalk Between the Pool and K-Mart. A pedestrian crossing is proposed between the K-Mart parking lot and the pool. Safe sight lines and traffic calming measures need to be incorporated into the design to insure this crossing is as safe as possible. A table top design for the crosswalk is proposed to slow down traffic and to provide a visual and textural cue to motorists to slow down for pedestrians. The City Bike Trail proposed on Xylon Avenue must take into consideration the vehicular and pedestrian traffic in and out of the swimming pool/City Hall parking lot. This is a highly populated area during the summer months which could lead to potential pedestrian/bicycle conflicts. · Fire Station Access. Turning movements into the fire station must also be adequate for fire trucks. Retaining/Seatwalls. Low serpentine concrete or brick retaining walls are proposed at key areas along the east side of Xylon Avenue where earth may need to be retained due to the expansion of the walks and boulevards and also to emphasize entry points into the businesses. These walls will be designed to compliment the other streetscape elements and provide a distinctive image for the City Center area, PAGE 37 ~-- '9 " - ill ::; r- ill > <( c ,; 0.:;::; 'ZeD U't ill 0 (f)_ ill ill ::i :::J r- C (jj ill > > <(<( r- . -v o r- >-N ><~ ill ::l C ill :( r- ~ 't .8 ill ::l C ill :( V r- N 't ill ::l C ill > <( C o ~ "" b. c:d~~ Cll ('I:l.s; ;, UJ .p,I --,-:- ~ ~ !:: a.. 0 ij; 0.. Clll-o@U: U Cllb ~(j)a ;: ctl;: U2~ Cll Cll Ci c.. o..S; ~ ctl cO ..I.. (.) CD ~ $~ Cll Cll'O Z ~a ..... (/) CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT FIGURE 14: XYLON AVENUE - PROPOSEOVIEWNoRTH FROM45THA VENUE PAGE 39 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT · Pedestrian Level Lighting, Directional Signs, and Street Furniture. These Streetscape elements will be included to create a cohesive pedestrian friendly environment. The streetscape elements are described in greater detail in chapter five. PAGE 40 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT C. 45th Avenue: Reside.ntiaLan.dJ)-p-~Sp.ac.e-Co.Ld.tlo.r This street serves as a transition between commercial to residential uses, as well as a connection for residents to Civic Center Park, the New Hope swimming pool and other civic uses, See Figures 15 and 16, Recommende.d Elements' · Narrow Traffic Lanes, Landscaped Medians, Walks and Boulevards. The recommended concept for 45th Avenue includes narrowing the traffic lanes and putting the residual space into boulevards, walkways and landscaped medians. · Park and Ride. The park and ride parking lot at the northeast corner of the Winnetka Center is not authorized by the property owners. The proposed bus shelter at this location may not be as critical if the park and ride is not included in future plans. · Wetland Interpretive Park. A small pocket park is proposed on the south side of the wetland. This space could incorporate a deck overlooking the wetland, an arbor with seating areas and interpretive exhibits. Other enhancements that should be considered include: removal of fences, dredging to create islands, and wetland plantings to improvethe habitat. A crossswalk is also proposed across 45th Avenue from the shopping center to the wetland, · Parking Lot Screening. Additional landscaping and possibly a decorative retaining wall are proposed to buffer the north edge of the Winnetka Center parking lot. PAGE 41 , : r~--.:.. i r , I~ pU u.- :~ J 'i I ~~ffi1 / I / ~ I, i .1. 1\' ~ \ = .---- ,II It ::~I ( I - r . " , .t, .....~_._C._.......:--..~r.-:---/-,~-..,;.-:::':'\~.....--:--v:-::::v.~:V....- ~/-'..~.--:--. ?\~.. I. r'Trim~:rrrr'~' ,:,,'''d,''b.''U .:.J,).-=-~~~iTImmT I~ \''1 I.' ,. ,., " .,. J I.. .,.'.... r _"-'l~ f'._' I '+ .'-!.-"'L.' I '-j....- 'p )'- r71~'I'- '----l .. ' I . 1=1 ' i - =:::':1 = , ,. ~'?1-,. I i I I I -.J -l ;; ~ :: :; V .:! ~i Q .5 / /~ - '- r-- (]) :::; r- ill ~ ~ Q) r- C 5> > .8 (]) :::; c (]) > <( r- o ;;:, >< (]) :::; r- ill ~ :5 I.[) "" :-t:cj~~ (!) ctl.s UJ Ul +--c:~~ t:o.Oi!lo.. (!) ...Q u:: (,) (!):o .....~ >- (J) 0 :!:: ctl;;: (,) :2:,g (!) (!) C; Cl. Cl.6j o ctl r' ::I: (,,) (jj $ .l!3~ (!) (1)0 Z ~a ..... CI) CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT Existing view on 45th. Avenue r, _I '. IV r' '-.Ii/' ,:': ~,..../~ ~'/y , ......... /~/.' I ~>. ~~~:..- I -- \ --::-..L- 1--::::;;..../\ ..;a:;/r ~ ___.,' _L~.." ~./~ , -~~- ;~.,.;- ,. -~ G~ View from Winnetka Avenue west on 45th. Avenue FIGURE 16: 45TH AVENUE - VIEW FROM WINNETKA AVENUE PAGE 43 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT Phase Two Recommendations A. Winnetka AvenllEL~_Nt)j:t~0fA2.nclkLellile~ This segment serves as the north gateway to the City Center Area, as well as the access to the shopping centers. See Figures 17 through 20, Emposed Elements' · Medians or No Medians. The recommended concept proposes to maintain the existing the street and access configurations. To incorporate medians within the existing RO,W. would require reducing the four lane street to two lanes with left turn lanes. To accommodate the existing four lane configuration and include medians additional right of way would be required. Existing driveways could also be consolidated to create safer traffic movements and elongated medians. See Figure 17. · Widened Boulevards and Sidewalks. The boulevards are proposed to be widened to accommodate the Hennepin County six foot clear zone and also include trees between the walks and curbs. · Bus Plaza. New bus shelters are proposed to enhance the bus stops and encourage ridership. The bus shelters will also become one of the strongest design elements for the streetscape and contribute to creating a unique identity for the City Center. See Figure 18 and refer to the streetscape elements chapter for alternative bus shelters. o Entry Monument. An entry monument is proposed at the intersection of Winnetka and 45th Avenues, Refer to the streetscape elements chapter for alternative monument designs. o Farmers Market. Spaces for roadside vendors defined by distinctive architectural canopies are proposed along Winnetka Avenue in front of Winnetka Center. These spaces would be located in the parking lots and would have direct access to sidewalks. The intent is to recall the agricultural heritage of the area and to provide opportunities for sidewalk sales or farmers' markets, and to bring more variety to the street environment. Refer to Figures 17 and 19, o Potential Redevelopment. The plans illustrate infill development in the peripheral portions of the shopping center parking lots. See Figure 17 and 18, This is one of three concepts discussed later in this chapter. The buildings represent midsized restaurants or free standing retail stores. They are also positioned at the corners of the parking lots to help define the entries to the City and the shopping centers, buffer parking lots, and to shape a stronger street corridor. These concepts and are not based on a shared parking analysis or economic feasibility, Please refer to the section on redevelopment later in this chapter, · Public Gathering Space and Festival Plaza. One of the primary issues defined by the participants in the issues workshop was the lack of a central gathering space and focus to the City. There isn't public property available in a strategic or active place within the City Center. The plan for Winnetka Avenue proposes a PAGE 44 @ i::;J J ) J D'.. , - ~ f\ \:~\ n tCl !do == CJ.~ 0. \.. \ II L r Q) :J r- iD > <( u Q) ..a Q) :J o .8 Q) :J r- iD > <( u C N ':t Q) :J r- iD > <( ~ ~ c c s: - -- 1"\ U - '-' i :11 .....'" t- c:~~~ W Cil -'" UJ UJ +-'-~5~ b: Cl.. is <!l 0- <Dl..Qu: U w1j >'006 :::: Cil s U 2~ w<Dc; Cl. Cl.t; o Cil,.., J: (.) iD $ .\!l~ W WCi Z ~Cl ..... C/) CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT Existing View on Winnetka Avenue 'i Bus Plaza, Seatwalls & Infill Development on Winnetka Avenue FIGURE 18: WINNETKA A VENUE - V IEW OF Bus P LAZA AND S EA TWALLS PAGE 46 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT ,J -~. //: ~ "7/. f7- ~~ ,.;g <-' [~-* !/ ...J, ...., , i - -':c. ,,/..;"; d !. ..J - ~. . . . .:~'_:..> . . ---_// -_. FIGURE 19: NEW HOPE ROADSIDE FARMERS MARKET PAGE 47 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT Existing City Center Entry , il/ (/ ./ 0, ~ '-. <:l~" ~ v'::::'-- ~'J~ ~~~ ~.=-- ~ ---. Q~'-="r ../'/ ~ >- , ~ -------=:;. . ~-' .,""":...-- ~ ___/:;-t:l _ .~ i ./ // Proposed City Center Commons FIGURE 20: CITY CENTER COMMONS - VIEW FROM EAST PAGE 48 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT public/private partnership be established between the City and the Owners of the Shopping Center to create a space on the east side of the shopping centers in the most active heart of the commercial district. The space could be created by reconfiguring the access points and parking lots off Winnetka Avenue. This space could be used daily by shoppers and occasionally for public festivals, A fountain, arbors, trees, benches, clock tower, or other architectural elements could be incorporated to define this space as the focus to the City Center Area. Refer to Figures 17 and 20. . Enhanced Crosswalks. The crosswalks at all the intersections within the central commercial area are proposed to be paved with colored concrete and/or concrete pavers to define the pedestrian zones and to provide visual cues to motorist that they are entering a special area and should slow down. . Retaining/Seatwalls. Low serpentine concrete or brick retaining walls are proposed at key areas along the east side of Xylon Avenue where earth may need to be retained due to the expansion of the walks and boulevards and also to emphasize entry points into the businesses. These walls will be designed to compliment the other streetscape elements and provide a distinctive image for the City Center area. o Pedestrian Level Lighting, Directional Signs, and Street Furniture, and Parking Lot Buffers. These Streetscape elements will be included to create a cohesive pedestrian friendly environment. Refer to the Streetscape Elements chapter of this document for a description of these components. PAGE 49 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT B. WinnetkaMe.nu..e~SJlllt~0.fA2.ntiMemle This segment serves as the primary gateway to the City Center Area from the south. 8..m.psLsB.fLElemenls~ · Landscaped Medians. The concept presented for Winnetka Avenue south of 42nd Avenue includes the addition of landscaping to existing medians within the street and widening sidewalks to provide space for trees on the east side of Winnetka Avenue. Trees and flowers within the medians will define this corridor as a gateway to the City Center Area. The sidewalk on the west side of Winnetka Avenue would remain the same because of the lack of space available from the cemetery to add a boulevard and trees. Refer to Figures 8 and 21, Landscape treatments applied to the east side of Winnetka Avenue should be coordinated with existing landscaping at the cemetery on the west side of Winnetka Avenue. Parking lot buffers are also suggested along the school bus maintenance area parking lot. . Plaza at School District Property. A small plaza is suggested at the southeast corner of the intersection of Winnetka Avenue and 42nd Avenue. This space is at the major crosssroads and presents an opportunity to announce the entry into the City Center Area with a sculptural element, fountain, clock tower or entry monument. A small plaza could be designed to incorporate the entry element, maps and other interpretive information about the City for bikers and other users. The bus stop and shelter on Winnetka Avenue could also be incorporated along with seating and landscaping. This concept would most likely have to be a collaboration between the city and the School District. o Bicycle Trail to YMCA. An alternative to the bike trail on 42nd Avenue was suggested by the task force to go south on the east side of Winnetka Avenue to the District 281 Bus facility. At the Bus property, the trail would go east through the property to a wetland trail system behind the YMCA. At the wetland, the bicycle trail would connect to an existing trail and take bicycle riders north to the YMCA. PAGE 50 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT Winnetka Avenue south of 42nd. Avenue --.. -~ ~ -S , " ---- -- ~ -:z....- , '.. ", South Entry on Winnetka Avenue FIGURE 21: WINNETKA A VENUE - VIEW TO SOUTH ENTRY PAGE 51 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT C. 42ndh..arnte~asLQf Winne.tk.aMenlle Three alternatives were created for the streetscape for this segment of 42nd Avenue. All three concepts incorporate the existing trees and lights into the streetscape plan. Additional streetscape elements proposed for this portion of 42nd Avenue include: bus shelters, parking lot buffer railing, landscaped medians, a pocket park at the intersection of Quebec Ave. and 42nd Avenue, integration of existing YMCA plaza, park directional signage, and entry monuments. The ultimate solution may be a combination of all three concepts. The 42nd Avenue project constructed in the 1980s acquired a three foot wide permanent utility easement beyond the street easements. The word "street" was not included in the utility easement such that the setback requirements would not be further restricted. Therefore, additional trail or landscape easements or rights-of-way would have to be acquired if work is done beyond the street easement. o Alternative A. This concept proposes to widen the walk to approximately nine feet. Tree grates would be incorporated around the existing trees to integrate them into the widened walkway, The tree grates will provide additional walking surface. This concept conforms to the Hennepin County streetscape guidelines by providing a six foot clear zone from the face of the curb, However, by conforming to the guidelines the design 'does not accomplish the objective of creating a safer pedestrian environment. The task force selected Streets cape Alternative A as the preferred concept for streetscape treatments along this stretch of 42nd Avenue, See Figure 22. Alternative B. This alternative proposes to widen the walk where possible and also expand the shrub massings to buffer parking lots. The walk would alternate from approximately five feet wide to nine feet wide, Where possible pedestrian level lights would be located two feet behind the curb to help form a sense of separation between the pedestrian zone and moving vehicles. See Figure 23, Alternative C. This alternative recommends the most drastic change by incorporating clusters of trees in open planting beds behind the curb. The planting beds would be bordered with bricks and planted with perennial flowers, The walkway would also be widened to nine feet where possible creating a zig zag effect. Of all three alternatives this concept will result in the most comfortable pedestrian environment and dramatic change to the corridor, See Figures 24 and 25. o Hennepin County Bike Lane. One primary issue associated with this segment of 42nd Avenue east of Winnetka Avenue is the proposed Hennepin County bicycle lane. Although the bike lane is proposed on the Hennepin County Bikeway Plan it should be emphasized that it is not on the City of New Hopes Trail/Bikeway Plan and may not be considered an important component to the improvement of the bicycle facilities within the City. If the bicycle lanes are included they may have to be on-street because of the lack of space available for an off-street bicycle trail on the south side of 42nd Avenue, A west bound and east bound bicycle lane would require widening the road unless PAGE 52 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT Existing Streetscape Treatments I. I. Streets cape Treatment - Alternative A Alternative A - Section FIGURE 22: 42NOAvENUE EAST OFWINNETKA-ALTERNATIVEA PAGE 53 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT , .1 Existing Streetscape Treatments Streetscape Treatment - Alternative B Alternative B - Section FIGURE 23: 42ND AVENUE EAST OF WINNETKA -ALTERNATIVE B PAGE 54 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT = = Streetscape Treatment - Alternative C Pr~s:.N-d.net ~)~~~~&~04CQ~en PUkic.,Lot1.l.i1i:lJ: IT Existing Streetscape Treatments Alternative C - Section FIGURE 24: 42ND AVENUE EAST OF WINNETKA - A L TERNA TIVE C PAGE 55 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT *~~ ~g~~ CRYSTAL GARDEN CHINESE RESTAURANT Winnetka Avenue: Existing Signs and WalkNays "-- Monument Signs \}t ~-4 \~.... I, l'>i~.~ ~~ \ ,. Y'N ~ \~:.,' \ ;1./. /~ ~';j/.~ .~ ~ ~?\-HI.'".:"'; .~ ...::::::::2::. .' ---. ....--- (~-"':.;' <> ..~ :~>! ~, <T' .- I -I /" \'" 42nd Avenue East of Winnetka Avenue Alternative C FIGURE 25: AL TERNA TIVE C - VIEW LOOKING EAST PAGE 56 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT ..~ . .;:~.~_2 ~ ..,/ /' .".-" ./. ~.~~-;::?' -- ...'~~ Existing East entry at Louisiana ;:; ,i\'.., . I.l.Yij1 .'., '.J.- ,,_. -4"::,,) J :/OD >:: ~~'. 'Y/ . -AI: t ,.. rl,\ " > L\ -:- ~ '-' t.,;~ ~ j ~~ ,i \~ .~/ ~ ../ Rockford Road - Proposed East entry at Louisiana FIGURE 26: EAST ENTRY AT LOUISIANA AVENUE PAGE 57 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT the County relaxed the standards for lane widths and reduced inside drive lanes to approximately 11 feet and outside lanes to 13 feet. · Landscape Easements. A minimum of 3 feet of additional space is needed on each side of 42nd Avenue to accommodate a nine foot walk and the buffer railing. This easement may have to be amended to accommodate some of the proposed streetscape improvements PAGE 58 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT Redevelopment Concepts The focus of this study is on the design of the public realm within the right-of-way. However, the primary issue that evolved from the issues workshop was redevelopment of the K-mart and shopping center sites. Private redevelopment and land use playa large role in shaping the character of the City Center This plan is not intended to be a redevelopment study and therefore does not elaborate on land use and redevelopment issues. However, this study would not be complete without addressing the redevelopment of the K-mart and shopping center sites and the possibilities associated with the streetscape. Another primary issue defined in the issues workshop was the need for a central gathering area and market place that will provide a focus for the City of New Hope. This is not possible within the confines of the existing public street rights-of-way. In order to shape a central market place and gathering area consideration should be given to create a publici private partnership to explore the possibilities and potentially redevelop the K-mart and shopping center sites to include a public gathering area. To stimulate discussion three concepts have been generated that illustrate how these central sites could be redeveloped to shape a compact and vital City Center. All three concepts build upon the existing shopping centers and redevelop the K-mart site to varying degrees. It should be noted that these concepts are based on examples of similar redevelopment projects around the country. However, these are just concepts that are not based on a market feasibility study, shared parking analysis, or an economic development study or redevelopment strategy. If t[)e notion of redevelopment is pursued all of these exercises will need to be addressed. A. C_on.~eptA:j~.i~C_en1eLC.o.JD.llli)ns This concept simply infills the peripheral areas of the underutilized parking lots with satellite retail and restaurant uses. The buildings are also positioned to take advantage of highly visible corner and entry sites, as well as, to shape the Winnetka and Xylon Avenue corridors. See Figure 27. A key component of this plan is the creation of a central gathering space and festival plaza out of the existing open space on the east side of the shopping centers in the most active heart of the commercial district. The space could be created by reconfiguring the access points and parking lots off Winnetka Avenue, This space could be used daily by shoppers and occasionally for public festivals, A fountain, arbors, trees, benches, clock tower, or other architectural elements could be incorporated to define this space as the focus to the City Center Area. B. C-..OJl.~ept.B-=---MaiILS1Laej; The distance between Winnetka and Xylon Avenues is approximately equal to three city blocks. This is a distance similiar to main street settings such as West Broadway in Robbinsdale, or 50th and France in Edina. Concept B proposes adding on to the existing shopping centers and redeveloping the K-Mart site to orient retail, office and residential uses along a central "main street." A festival plaza could also be created in the heart of the main street. Structured parking would most likely be needed to compensate for the loss of surface parking and the increase in density, See Figure 28, C. .c&n..c.e.pt C: CltJ'-CJmteLanClLown Square This concept builds on Concept B by adding a street between 42nd Avenue and the PAGE 59 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT Main Street, increasing the intensity of development, and adding a Town Square on the west side. The town square would be defined by three story residential, retail and office complexes. The town square will act as a terminus for Main Street and also bridge the civic uses along Xylon Avenue with the mixed- use district. See Figure 29, The combination of compact mixed uses oriented along a main street and town square, good access from 42nd and Winnetka Avenues, linkages to surrounding civic and residential uses are all necessary ingredients to create a vital City Center. PAGE 60 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT ,0\ \~/ I ,~ \\ (J"'b / --<<\\\0/' ~, ;/ do, \~~i~f~ / // trLL\~<t~'.!.;.( \. ~ ,w ~/ ~;~\:~ \.*~ ,-\~'~;\ \'./~ ~-n\\ \\ '~."'2::~~. (~ /'" I, \~ ~ " ~.>;.'/. \;w, \~~!----- Ii ~ ~\ \\, 4i~:;;:::~\' >: -~-- ~\"'<<~ L:::--- ~'\ \\ ~~/ ;',/ /"., ~ /"',':i~4>..-li;J, '.. '\\~~-)l--!~ \~/ ,..... //- ..)"';(5. 'i-- \'"*~ ""', \ \ \\~\ . \1(' 1"-'f:1~~.0C/ ...<.----." I:: //v ~/\ .:...- ,.', '1?fJ, , \\ \ \ \. \J,' ""'-"'T' . -'" /- /"./ . /' ", \ ':0' 4Y.J/id " \..., '\.:--~, w..........,. _ // ./ If. / ,\ (,0 , ~.,~,,,,,I , ;. \ .'1-....-1\ /' 'N, '( /' y::." C/./ .. ~~ /--9/ ~ - , 1I1#-::......-v-' ./ ,. \ '~. ~~~\~ \ < li.~~'.;~. S~. '. ~~A - ~ '~/ /' ":,' \\ ';;p~------ g~~~~:~cr , ,?J/\ (., _/ /' l~~' '! " ""';;;;' .' ,/ /1F=! . .../ ( // \ t ';i, ~\ /\ \. /' \\':"""\. ''''-it W'1.-:> \ /)'~ ~ \r;. ',\\ \ r::Y;;/"\ \ ",/ ~/", '. ' \ 'J,.~ I; , . . . !nlillCommercinl-. '/,,,, ~.~\ '':j!'\ ./:.f\' v \ \ '" / /A, /'::' ''C... ~._ ;- ,.....-I;"stingShoppmg . ......' ). ,.,. \ I '\ ,. I., ./"-... \ 0./ ,., ,<;V . '" ~ ______ Center Reaevelopment ... . ',yr .~"', ,. 'v.....,, ':!I,' \. '. '. // .:(. -' " 1iJ.-.----.,() /' - ,/ ........~\ \ '~~' :' " ('"",.j"\-' /-\ \ " ,/ " '.."\ ~ ( // ~ ''( '. K'. . f?J~'(/~~/\ \ \, A ,,::'\ ' ~~/- / (\j~ \' "'''-'1' ~/ //.... \ -(. / .. ."." '/ /~I';'~ -./ , // ^ .,'.',-, ,///, <.,'~ '1 /\ ,.....?:~Wt.4v;:;r"\/ '....--/.,\ ./:- /' ,/ .. ,.->~"\....- ,/ \ '1 ... fA \ y(' r--1r ).'r' ;G~/, \'./ ":> <I? '\ ~>:: ':>:::J \~ V"/>(.;/ l \ J~7<~lf~(- -j.- ~ \ ~ /'.A;\ &\:: / k;':~"\ \ \v \. ;~ '><'1' /)s~> 'v.\' , .x \K ~~ ,\ < ~. \\;:Y::lx;~ ('."? 1\ ,'.// ..-l ,,Y' /.\ .~ ' Clrv // ;Y'i""~~ '. /:3. "f o;~A .~.\ \ \ '\~ \ "::;./~~~ "',/"" , f:::::t ./......-4 , ~\\-V::~/1, /~.:\X> -.\ ' '\.. '.\ \ .;. _ .. <...::::::: / .... / \ '\'t '" /' ....-0... \ ' /J \.... ,./ r:: ~ \lJ.:!> /' ~. \ . /)')c, .-../;:::j'':;'', \~" / ./',' ~ " \~; . _ ~ ~\~~ \ /~';//P':/'" U\rZ\ \ ',\....;t. /.~/ /" .:< \ ' "-."\ l..;:~ ....'\ \\ . " .. p \\'. ',....-:. ,,\ -'\ " , I t\ '\ \ b> ~t;5~, ~,~ ~ ' .\:, ,\';' 1'.' / Y \\,~/ /' < "',./ I~\ \ J;? ~/<'1~:,,\~:'t'\ ./' .\\ \ \ ii \\J>:"'~.-o:/-;(;})_ /':/;/~:'( n \ ~ \. 07 ~\ ~ '\ ~~ :~~~\ \. \ .\ '\,~ / :'~ ~//:~4 ~ ~~', 'I., oU{'-t-r11 :;9 \ \ .f;, \ \ \'. 'hi / \\' ....A.' \ \.\ . ." :)t6p/"(:t~~jl;c;.T..,\ ' ~~ ,.,. , :,J, -:>"" , \ /', \> \ 1":'-7" -- ~""~~J.i~ . \ {j; .;, / /' ':,." \0 ~:!,:{<f: ,;0. .\.. / ,y;;'A ..\ "',A"\Y- ,'to#~ /"~-":'-.::.~' '\ (\- :{t)_ fA ,/ /i~,?~' ~~)<~/ .. ,,\~, /;\)j ~ " . b V. Ji/?u}' -~::: , ~~~(/'-;. -> ~ f v.... {\. i.~~ ' .~~ if ~ .:>,/ ?-\~ (,-<,,/;i~//~~tf~_ ' 'G~~- :/\~ ~""" ';\ \ \.... .......-:./ /' //... .-/ --;:.f./ /" /JiX..!'/ \ ~" .\. ~\ ye,,>#:\\ ~ ,/\ 6..... ,/ '>-;-;' /;;~ii~Y \ \ ~ \ ~ \i(' ~ ./ ,', '. 'c; \ ('\ .< /,./ // /~, \ r.> \, .....-;: a.'l(fht'1J.~ '. '\ \ \, ~ --T.'/k-'// -.~ \ '" ~;, V 3~/""v I \.A, '\'-~ /2,{j~',%.::;4~- \\1'),' \:;/', ~ 00' 'Cr/""',-:::;:/U;f;9,/:::",,;.~z', \ ....../ -( ~~ ./ ... :\'" 7" // ~ /?'/ ~:{if!J::'~ "~ \ '(:r.:::::;~ \ f\\ Ii. . A~ ...< /: "/,;;:;,;&,5 "....." !nfill COlDlDcrcial , "VJti;:.,{j \ \\l5/ [)'./ </- :<~;e [(edevelopment '-,:v Y /2$}:'''' VJ /' ~/':;~"'1""'\~ , ('~ ./. . It, "/ ''''K.J...JL~ ~;'W \ c.--- /;';\ \.0(>,<,-. 'V :' V . - tj~<;\ ~i~f~i ~~ <;,rP""':-- ;,1-r'\\\ \YtiJ1 ) _ b. . ~\j \ J"'~ ......--,,~" \..\ '. -- !niill Commercial t~cdevelopment FIGURE 27: REDEVELOPMENT CONCEPT A: CITY CENTER COMMONS PAGE 61 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN ~ SUMMARY REPORT Parldng Structure fnfill Redevelopment Moin Street E:ti.sting Shopping Center Redeveloped K-f~lart l\fuca.-Osc Rcdt;:,\"clopment FIGURE 28: REDEVELOPMENT CONCEPT 13: MAIN STREET PAGE 62 W HOPE CITY OF NE SUMMARY REPORT MASTER PLAN - STREETSCAPE CITY CENTER . TOWN SQUARE ENT CONCEPT C. PAGE 63 29' REDEVELOPM FIGURE . CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT V. STREETSCAPE ELEMENTS This chapter focuses on the individual design elements to be used within the streetscape including: lighting, entry monuments, planters, paving, parking lot buffers, and other components. The combination of these elements will help shape a genuine and positive identity for the New Hope City Center Area. This section is intended to serve as a reference guide that defines an approach for the design of a system of streetscape elements that will act as a "kit of parts" to be applied to the variety of site conditions throughout the study area. The elements are intended to reinforce one another and work together to form a strong, vibrant identity for the Civic Center Area. Additional refinement of the selected elements will occur in the design development and construction document phases of the project. It is our hope that these elements will be designed to reflect the character and materials described below. Principles Following is an outline of the principles and guiding the design of the streetscape elements. · The streetscape design should change with the variety of residential, mixed use, and commercial districts, as well as site specific conditions. · Vertical streetscape elements should be emphasized such as lighting, trees, bus shelters, identification signs, and artwork, in order to define edges, create a positive identity, and create a sense of enclosure and human scale. · Elements should be functional and simple in design and also should be able to withstand snow, salt, sandblasting from snow plows, vandalism, and other urban conditions. · The streetscape elements should contribute to a sense of safety and comfort and promote walking and biking throughout the Civic Center Area, · The elements should reinforce existing positive qualities current found within New Hope. The elements also should utilize traditional materials in a manner that expresses a new and progressive identity, · The streetscape elements should be designed to minimize maintenance costs. Design Concept In order to reflect the positive and unique qualities of the area, the design of the streetscape elements is intended to build upon the materials and character expressed in the civic architecture of the City Hall, Fire Station, and pool buildings, as well as the existing entry monuments on Winnetka and Xylon Avenues. The color and texture of the brick and limestone used in these elements is proposed to be used within the streetscape elements throughout the Civic Center Area, PAGE 64 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT Elements A. Si.9n-S_ysiem A cohesive system of signs is proposed throughout the City Center. The system includes entry monuments, directional and interpretive signs, as well as street signs. Four alternative monument signs also are illustrated, The monuments are to be located at the gateways to the Civic Center Area, See Figure 30. B. Elan1~ata.inin9-Walls Raised colored concrete planters and serpentine retaining walls are proposed to be located within the core area defined by Xylon, 45th, Winnetka, and 42nd Avenues. These components will provide seating around bus stops, buffer parking lots where space permits, and create a strong element of continuity throughout the area. Ornamental trees, spreading evergreens and flowers will be planted in the planters. The height of the planters and walls will be one foot- four inches to one foot- eight inches I so they will function as seat walls. C. E.ar.klnglQtB.u.fferin.gALternatbLe_s Throughout the City Center, most ~f the private parking areas do not have substantial buffering treatments. This condition contributes to a negative image. One of the objectives of the streetscape design is to provide solutions for the treatment of parking lot edges that are flexible and may adapt to a variety of site conditions and budget constraints. Following are alternatives of streetscape elements that can be used to buffer and define an edge to parking lots. o Parking Lot Railings. Metal railings with concrete or brick piers are proposed to buffer parking lots. The steel pickets are fashioned to blend with the design of other elements. The railing posts are proposed to recall the brick and limestone used in the civic buildings, See Figures 31 and 32. Raised Planters. Raised planters with ornamental trees and shrubs will be utilized, This treatment could be used primarily in areas where space will permit and can be used at bus stops and in at parking lot entry points. D. Earmer's Market Spaces for roadside vendors are proposed along Winnetka Avenue in front of Winnetka Center. These spaces would be located in the parking lots and would have direct access to sidewalks. The intent is to recall the agricultural heritage of the area and to provide opportunities for sidewalk sales or farmers' markets, and to bring more variety to the street environment. E. B-Ll5-Shelte.Ls o Concepts A and C. These concepts recall the design of the school house that was located at the southeast corner of Winnetka and 42nd Avenues. See Figure 33. o Concept B. This concept incorporates a curved roof with a simple I-beam construction. PAGE 65 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT Entry Monument Concept E f 1 " I I, -. -,. '. I ~~.. ${~~~ij:.~?: :'..~!Z~~~~~:;'#h20~;"f,:~:~~~~~ AI I I Plan Views _/f~f', ~.. .. QfP. r.. . I .. ~f0~:':;j.~;:~~.;~~:~<' Elevations Street Name Light Mounted Directional Sign t ~ ~ /~. Sign Concepts B c.o C Il'" . t:1 Lt", D B .~ ~ ~ " f-rol-i ~ c:o: ~ i-'-.i /. ~ m ,. Entry Monument Concepts FIGURE 30: SIGN CONCEPTS PAGE 66 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT l ' . r , / l" Y' \\ i /,.- ,,\J~- :(" [/!J -'-'>j ~ ~ ~?~ ~. ....c-- ~ ~ --...... '~ _. J.,""'-::' -~r:' ~-~f~ -'-".' ~)("17 I~ . .~:~~. ~ ,:-' ~ ::-1'~1 ~ ~;"'~.'P.--:: .J.. ;'...;' . ill. liL. _~:::.~:.f- '~--.:.'~._: _. <._ _ _,.~"<. . _.. ,I.. . %;f~i~;:;< ~!/fPZf&$~~(j("'.?7/::,:?r././;:;r>( {!f%j;jt:-1%'J.!1f;l;@ff./5:$;:. XI]/ ,....:~~.:X<; t : r "\' f).... ,.\ -',. "'"~-'\\~ r..- \~ ~- ~ ~ r~-:::- ~ :?:.:-?" ~_..-.'. . /- ~.:"\...t..".~~ ~_.:.i.~~. ~;i'~',~ -::; 11i j. ~(/.;.,/;7-:' . /;.'0'i'li7/ ,o//./.J.z, Concept A /.../ '. ) ,.! ~ '-.. .......~' ", :;/;~~ ~\;).. ./: .~'.,\.. /,/.--- ,,~ ~~ '/-'. ;:'J> - J. .- -,:' h:..< ;:"'~A'~ ~. 1~_- ~~ ~ l~' -~ ., IB Concept B FIGURE 31: PARKING LOT BUFFER RAILINGS PAGE 67 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT ~-v-- ^>, -' ,I -, - -~"2;"..._ II I: I' I / :/ // :::. / // ./ ..;! '- , \ FIGURE 32: TYPICAL PARKING LOT BUFFER PAGE 68 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT F. B~s--.elazas The bus stops will be one of the strongest pedestrian gathering spaces within the City Center Area. The bus stops will be enhanced with the use of new shelters monument signs, planters, bollards, and trees, G. elan1.Ma1e.rials Plant materials will be selected primarily on their ability to survive the urban conditions of snow, salt, drought, and in some areas, compacted and alkaline soils. Seasonal interest, form, and texture also are considerations. In the commercial areas, overstory trees should be clustered along the avenues to maintain visibility to shops and signs and to avoid a regimented appearance, Clustering also facilitates the creation of large beds of uncompacted modified soil to promote plant vitality. Where possible, trees should be located between the curb and sidewalk to create a barrier between pedestrian and vehicular zones there by improving pedestrian safety. Evergreens should be utilized where space will allow to establish a stronger winter landscape. Flowers should be incorporated in highly visible areas such as into the planters around bus stops and parking lot entries, as well as in the gateway areas. Maintenance of the flower beds could be accomplished through local volunteers, horticultural or gardening clubs, or through a maintenance contract paid for by local businesses. H. Lrrigation Even the plant materials most tolerant of salt and drought conditions in this region will still be stressed when subjected to the harsh environments within these street corridors. To help establish the plant materials and to protect the City's investment overtime irrigation should be incorporated into all the planting beds, tree grates and medians. I. Madlan.s Several options exist for the ground layer treatment of the medians ranging from low maintenance materials such as stone mulches and decorative paving to higher maintenance treatments like shrub massings and lawn, The final selection of materials will depend on the commitment that the City is willing to make toward initial installation costs and maintenance. The landscape design of the medians should be cost effective and low maintenance. The treatment also must be able to withstand the extreme urban conditions posed by road salt, sandblasting from snow plows, and drought. The medians should be equipped with both irrigation, drain tile, and an uncompacted planting soil mix, The recommended treatment is to utilize overstory trees as the main component to provide a sense of enclosure to the street and allow for visibility underneath the canopies. J. eedestr:ia1LancLRoadwyJJgbt~ Two of the main objectives for the streetscape design are to improve the image and PAGE 69 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT -*- ~- -~ , I I I i ,", .~~:~ ~~~:.===+ .,< w@.}"~:;::: ::Ififfj;;;;:Y.i'JJf6Y#/iiif%f/fj r0$WM~~:' ,:tf1Z?i//',:.;W,fXJ,;,;.t'ini'7t_ .~I ~~ If- .:t.. ! ." ~'n. \.~.. ',!J_ i'\..;.:. ! . b . \;j nr .. 'C. \I!. W,i1f/4'/, ,:':#'{15/;1,f:i/' :;f-~'.1.r:.:'. ~ .".:"~;"/;:/'f"'/ :~;'/:Y:y;{j; ,//;;p.//,f/lffA';1:?/''? W.I, .~Yff$//~/''':J: "/:K///.r..~'/~ ~,~/~'/IT/" /: J'."//;l/..rc ~.'-., .,"- :/.I',.'j;/...//....,:./.. ////O'L."h0?"/l;:tj7.!/'- 7EiJ Concept A ~ 1/ I I II 1 ~ tt .u .. - . 1 I ) . I ~ ..::1 ~ Wl{1fn~f%t::<,5,X~.;> ;2r;!?;{f;f~'fX//./;i~;,~,~j;)~;~;lX.~!tf';j;:~V.';i.~~f9f~~~Wlt Concept B ~ -.f-T ~ . I I t I I : i It. , .\0 A ~~? T.J\~ 1- I.,,-~.. I, ,'i ~\.;~ \~.- If_~~~~~~A~~9;;fg:/~t~;~~.i8~ Concept C FIGURE 33: Bus SHELTERS PAGE 70 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT eo wll ..:;: ~2Xij7W..{(i' /;:~ ... :W;~.W,l;'.<&/. Existing Roadway Lighting Concept A .., , '" ~~:r~ Existing Roadway Lighting ~ Existing Roadway Lighting Concept C Concept B FIGURE 34: LIGHTING ALTERNATIVES PAGE 71 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT safety of the City Center Area. Lighting plays a major role in defining the character, scale, and the sense of safety associated with the streetscape. See Figure 34. The proposed plan calls for incorporating the minimal amount of 30 to 35 feet high roadway lights necessary to meet Hennepin County illumination standards. A secondary system of decorative 14 foot high pedestrian level lights also are proposed in the core area along Xylon, 45th, and Winnetka Avenues. The following criteria should be considered when selecting a design for the light poles and fixtures: · The poles and fixtures must be able to withstand the sandblasting and corrosive road salts associated with snow removal operations. · The design should reinforce the overall design concept for the corridor. . Manufacturers stock components should be utilized if possible to minimize long term replacement costs. . The design should incorporate options for banner arms and auxiliary power for tree and holiday lighting. Three preliminary concepts were prepared for the pedestrian and upper level roadway lighting. The final selection and spacing will occur in the design development and construction document phases of the project. K. Earing Several different paving materials will be considered for the sidewalks including concrete pavers, exposed aggregate concrete, and colored concrete. One possible approach is to utilize a combination of concrete with a flexible pattern of interlocking concrete pavers. The pavers will be used in special gathering areas, entry points, bus stops, and possible crosswalks. L. Slre..elEurnit.u.Le The benches and trash receptacles should be chosen based upon their compatibility with the design of the bus shelters and railings, as well as their durability and availability for future replacement. M. I.ta.~G.ra.te..S Tree grates are proposed for street trees where the sidewalks are too narrow to accommodate grass boulevards or planters. The spacing of grate openings should be no more than one-quarter inch to minimize litter collection and tripping. N. BoJlards Concrete bollards are proposed to be used as an element within narrow street medians to define gateway areas. Sollards also will be used adjacent to parking lots where space is limited in order to create a psychological barrier to the street from the sidewalk in select areas. The bollards will be designed to complement the color and form of the railing posts and other elements, PAGE 72 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT P. Elace OverheacLUtilities Unde.rground Overhead utility wires are one of the primary components that contributes to visual clutter and a negative image within the project area, Where possible overhead utilities should be placed underground. PAGE 73 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT VI. Implementation Public Improvements The majority of the streetscape elements within the public right-of-way will most efficiently be constructed as part of the street reconstruction project. Elements not typically included in the roadway construction funding include entry monuments, raised concrete planters and walls, parking lot buffers, kiosks, flower plantings, banners, bus shelters, trash receptacles, benches, and artwork. Atypical elements must be funded locally. A. Easements Sidewalk space is very limited for most of the commercial residential frontage along 42nd Avenue. The dimension between the street curb and property lines in many cases is less than seven feet and presents a challenge to provide boulevard trees, lights, sidewalks, planters, parking lot buffers, and the County's guideline of six feet of clearance for snow storage. Landscape easements may be needed in some areas to accommodate these functions. In no instance is parking proposed to be removed. The exact areas and conditions of the easements will be determined in the design development and construction document phases of the design process. The City of New Hope's intent is to negotiate a cooperative agreement with each landowner regarding the area and conditions of the easements if needed. Phase One Summary of Costs The costs for the landscape components summarized in this Master Plan are separated between streetscape (outside curb) and medianscape (between median curbs including median curbs.) Cost estimates for street/signal, utility, storm sewer, ponding (Boone Avenue and 41 st Avenue, 45th Avenue east of Winnetka Avenue) and bury overhead electric also are identified. The estimated costs not including landscape are from previous reports and very preliminary estimates prepared to date. Contingencies are estimated at 10 percent, while indirect costs include administrative, engineering, legal, interest, etc. are estimated at 25 percent. Right-of- way costs for Gethsemane Cemetery were previously estimated, however, if additional right-of- way is requested, the previous estimates must be updated. The costs for phase one are summarized in the table on the next page. PAGE 74 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT 42nd Avenue Xylon Avenue 45th Avenue (Boone to Winnetka) (42nd to 46th) (Xylon to Winnetka) Total Street/Signal $710,000 $250,000 $120,000 Utility (Sanitary Sewer) $40,000 Storm Sewer $80,000 $110,000 Pond $110,000 $50,000 Landscape- Streets cape $450,000 $325,000 $375,000 Landscape- $50,000 $50,000 $25,000 Medianscaoe Subtotal $1,440,000 $625,000 $680,000 +10% ContinQencv + $144,000 + $62,500 + $68,000 Subtotal $1,584,000 $687,500 $748,000 r+-25% Indirect Cost + $396,000 + $171,900 + $187,000 Subtotal $1,980,000 $859,400 $935,000 $3,774,400 Buy Overhead Electric + $150,000 Total $2,130,000 $859,400 $935,000 $3,924,40C Potential Funding Sources The potential funding sources for the streetscape project include: ISTEA, Hennepin County, Municipal State Aid, Tax Increment Financing, Sewer and Water Funds, Stormwater Utility Funds, assessments, Metropolitan Livable Communities grants, and community fund raising. Private Improvements The framework plan illustrates improvements that are proposed for private property and will not be funded through the roadway and streetscape construction project. The following components will have to be funded through private means and/or public-private partnerships: A. Sm.aLLs..c_ale~provements Smaller scale elements that could be implemented by local associations such as the chamber of commerce, or tenant groups include kiosks, benches, flower plantings, banners, sculpture, and other forms of art. Many of these elements could foster community involvement through design competitions and fund raising efforts. B. E-~otlm.pL~ents The Master Plan illustrates improvements for the interior areas of the parking lots of Winnetka Center. These improvements are proposed to provide a more positive image of the area, improve pedestrian and vehicular circulation, reduce impervious surfaces, as well as, provide a central gathering area for the community. Estimated Maintenance Costs An optional funding strategy that may be more acceptable to the property owners is for the citj to pay for the construction of the streetscape and assess the property owners for the annual maintenance costs. PAGE 75 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT This is the approach taken by the City of St. Louis Park for Excelsior Boulevard, and the City of Edina for the maintenance of the 50th and France Commercial District Streetscape, and the Oxboro Commercial area in Bloomington. In all three cases a special assessment district has been established and the annual costs of maintenance are assessed back to the property owners. Costs for maintenance include changing banners, mowing, litter and trash removal, snow removal, touch-up painting, holiday decorations, irrigation, paving repair, pruning of plant materials, flower planting, and other tasks, The maintenance costs generally increase as the streetscape ages and weathers. The annual maintenance costs for 50th and France are approximately $50,000. The extent of the maintenance area is approximately eight blocks and includes two parking ramps. These costs are assessed to property owners at a rate of approximately $.25 per foot. The $50,000 pays for a full time maintenance person with a $30,000 salary, parking ramp maintenance, and all the supplies and minor repairs of the streetscape for a year. The maintenance person is a City employee whose responsibilities are coordinated with the 50th and France Business Association. For the Oxboro Area in Bloomington, the City Parks staff maintains the streetscape. The staff keeps track of their time and materials which are then billed back to the property owners. The expenses for maintenance are based on a formula that assigns a ratio of each item for costs that the City will cover versus those that will be assessed back to the property owners. For example, the City will cover 100 percent of the costs to repair concrete but only 50 percent of the costs to maintain shrubbery. Property owners also are 100 percent responsible for maintaining buffer strips, parking lots and other elements that are within their property. The annual costs to maintain the six block streets cape rose from $20,000 in 1989 to $30,000 in 1994. For the Excelsior Boulevard in St. Louis Park a special service district has been established for maintenance of the streetscape, The annual budget for the operations has been established at $108,000. The actual expenditures have not reached the budget figure. The first year maintenance costs were $70,000. They are accumulating dollars in the fund to offset future costs and to eventually hire a full time administrator. The overall maintenance assessment is approximately $10 per lineal foot of frontage, with approximately half of that amount going toward snow removal. The 42nd Avenue, Xylon Avenue, 45th Street, and Winnetka Avenue Streetscapes will have similar maintenance requirements to the Oxboro area in Bloomington and Excelsior Boulevard. The annual maintenance costs per block face (approximately 330 lineal feet) for the Oxboro Streetscape are approximately $2,500 or $7.50 per lineal foot. Assuming that the maintenance costs for New Hope's City Center Streetscape will not include any funding for a full time administrator as is the case for Excelsior Boulevard then $7.50 per lineal foot for maintenance costs may be a reasonable assessment to apply to the streetscape. PAGE 76 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT Potential annual maintenance costs for phase one are shown below. 42nd Street: Xylon Avenue: 45th Street: 6 block faces x $2,500 = 4 block faces x $2,500 = 4 block faces x $2,500 = $15,000 $10,000 $10,000 $35,000 $3,500 $38,500 Annual Maintenance Costs: 10% Overhead & Administration Costs Requested Actions · Adopt the Master Plan as an addendum to New Hopes Comprehensive Plan · Authorize the consultants to proceed with the preparation of design development plans, construction drawings, specifications, and bidding for the proposed first phase of construction. Conclusion The best plans are of little value if they are not implemented. As is often the case, the Master Plan would be destined for failure unless the business community and other civic organizations all participate in the process and the plan represents a shared vision for the New Hope City Center, Implementation of the opportunities outlined in this document is dependent on the leadership of the community. The physical improvements associated with the streets cape project will act as a catalyst for reinvestment, and represent a positive step toward ensuring a vital long-term business climate and a livable environment for the City Center Area. PAGE 77 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT Appendix 1: Issues Summary Preliminary Issues A listing of preliminary issues was identified at the project initiation meeting held with the Task Force on January 14, 1998. The issues are illustrated in figure 5 and summarized below: A. Bike/Pedestrian Trails A system of pedestrian and bicycle paths should be added to the infrastructure to draw people into the City Center Area. · A path connection between North Wood Park and the City Center should be explored. · The wetland north of 45th Avenue is a natural amenity that should be tied into the park and open space system. · The potential for a bike and walking path within the cemetery should be explored, Barrier free accessibility is a primary objective for the design and maintenance of the streetscape and park/trail system. This is of particular concern because of the barrier free residential complex north of Kmart. B. Redevelopment Opportunities · The City staff is working on reducing parking requirements to encourage infill development in the underutilized parking areas at the perimeter shopping center sites. · The redevelopment site owned by the City at the corner of 42nd and Quebec is a possible location for commercial and retail uses but also could incorporate a pocket park as part of the redevelopment. · The new property owner of the Winnetka Center is interested in physical improvements. · The Hardees building is vacant and presents a redevelopment opportunity, · The Parks Department is planning an Aggressive Skate Park for skateboards, in-line skates, and trick bikes, This park could be located in the City Center Area. · The open space south of the bus maintenance building on Winnetka Avenue presents a redevelopment opportunity. · The old fire station may be removed. C. Maintenance Issues · A commitment to maintenance is important for the long term success of any streetscape improvements. The streetscape should improve over time. · Defining costs and responsibilities for maintenance is necessary for budgeting and to protect the investments over time. · Different levels of maintenance and costs may be considered for a variety of streetscape treatments. · The initial design of the streetscape must consider long term maintenance costs. · There may be an opportunity to include public groups/clubs in the maintenance of landscaped areas. PAGE 78 CITY OF NEW HOPE CITY CENTER STREETS CAPE MASTER PLAN - SUMMARY REPORT D. Signage Issues · Eye level monument signs are preferred over the use of higher level pylon signs. · The City staff is in the process of updating the sign codes. · A process and incentives to remove existing large signs and replace with low level monument signs should be considered. · A comprehensive city sign system should be considered that includes directional, informational, and identification signs. This system will direct visitors to city parks and institutions, and help shape an identity. E. Winnetka Avenue · The intersection at Co. Road 9 is the primary crossroad in the project area and should be emphasized with a vertical entry feature. · The medians south of Co. Road 9 could be enhanced with landscaping to define a gateway to the City Center Area, F. 45th Avenue · The bus stop on the south side is heavily used. · The wetland north of 45th Ave. is a natural amenity that should be tied into the park andopenspacesy~em. · The street is excessively wide and could be narrowed to create a more residential character by adding space for boulevards and trees. G. What is in a Name? · The name "Xylon Avenue" does not reinforce this area as the location of civic buildings or the City Center, Consideration should be given to change the name. · The reference to this area as the "City Center" could be changed to "Market Place" or another name that reinforces this area as the focus for commerce and community events in New Hope. H. Access · The access points to Applebees and Kmart should be studied to explore the possibility of reducing the number of driveways and introducing a landscaped median within County Road 9. PAGE 79 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT Appendix 2: Issues Workshop Summary As part of the City Center Streetscape design process, an issues workshop for local property owners was held to elicit views on issues/objectives, strengths/opportunities, and weaknesses/threats. The results of this workshop will be used to help guide the preparation of the goals and objectives for the City Center Streetscape Design and evaluation of alternative concepts, Approximately 30 persons attended the forum, Participants were asked to list the most important issues facing the City Center Area, as well as local strengths and weaknesses. The list of issues and the number of votes assigned by workshop participants are listed below. A. Strengths/Opportunities Although the listed strengths and opportunities cover a broad spectrum, the issues that elicited the most consensus can be grouped into four main themes. They include: . Small town atmosphere. Participants noted that they appreciated the small town feel of the city and should maximize this by promoting a village character in the City Center Area. · Infrastructure and traffic. Properly managing the high traffic levels and maximizing the use of the quality infrastructure in the area are seen as opportunities. · Development opportunities. Participants identified the need to incorporate destination businesses into the City Center area. This could be accomplished on vacant and underdeveloped property within the area. LQP Five Ranking of StrenglnsLQpp.ortunitia.s 1. Small town feel from original people - create village character (10) 2. Good infrastructure (8) 3. Need destination businesses (6) 4. Improve traffic flow on 42nd (5) 5. Natural features - open space/parks/cemetery (4) Q1~LS1rengJ.~Qpp..o.rtun1tLe..s.:. Vacant and underdeveloped property (3) Proximity to 169 (3) Good mix of land uses - in one area (3) Large amount of traffic (2) Build on history and identity of city (2) Dense population (1) Motivated property owners (1) Established City Center Several urban villages B. Weaknesses/Threats Although the listed weaknesses and threats cover a broad spectrum, the issues that elicited the most consensus can be grouped into two main themes. They include: . Unattractive features. A number of aesthetically displeasing elements were identified within the City Center area including large expanses of asphalt, overhead electrical lines, fragmented buildings, and unattractive signage, PAGE 80 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT . Need for identity. Participants noted a number of problems concerning the lack of an identity for the City Center Area including the lack of gateway features, lack of a central gathering space, and insufficient signage. . Lack of amenities. It was noted by participants that there is a lack of both recreational facilities and also insufficient commercial development to serve local needs within the area. Io.p.Ey..ELRanking...QiWaa.\messeslTh reats 1. Asphalt jungle (9) 2. Power poles (6) 3. Lack of gateway features (5) 4. lack of bike paths and bicycle commuting facilities (4) 5. Buildings fragmented (4) Q1heLWe.ame_ss.e.s~ Identity crisis (3) Need signs to promote (3) - commercial - civic uses - parks No downtown feel (3) Traffic flow on 42nd and into shopping centers - and Winnetka (2) Lack of history to build on (2) Perceived lack of open space/gathering places (2) Lack of DQ (2) Lack of restaurants and entertainment (2) Lack of pedestrian avenue (2) Lack of destination businesses (1) Pylon signs - size and setback (universal color exception) (1) Excessive setbacks (1) Need satellite development Constricted by 42nd Ave. R.O.W. Weak maintenance plan Diverse uses on long corridors as barrier to continuity Ugly cemetery fence Water tower in wrong place Need to connect C. Issues and Objectives Although the listed issues cover a broad spectrum, those issues upon which the greatest consensus was gained can be grouped into three main theme areas. They include: . Development opportunities. The City Center Design process will afford the City an opportunity to consider development and redevelopment opportunities at several key sites within the City Center Area. . Central focus. One of the primary goals of this process is the creation of an area which can serve as a central focus for the community. Through the incorporation of design elements and additional facilities possibly including an outdoor market, pocket parks, a fountain, the community may be able to effectively create an identifiable "city center." Incorporating signage and improving linkages from neighborhoods are important ways to accomplish these objectives. . Aesthetics. Improving the aesthetic qualities of the City Center area is another area of focus. Options to accomplish this include burying utilities, developing a theme for building and landscape design, and promoting consistent signage, PAGE 81 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT Io.p.EbLe~s..s.LLas-.-amlQbjectiYas: 1. Redevelop key properties (14) - Kmart - Winnetka Center - 42nd & Quebec - Lasky Property - Hardees 2. Create a community gathering area and focus city (12) 3. Create an outdoor market (4) 4. Bury all overhead utilities (4) 5. Hennepin County streets cape standards - are an issue (3) Q111eL1s..~Jm.d...Qb~~.:. Improve linkages (2) Expand focus to community (2) Rename 42nd to Rockford Rd. (2) Cohesive building and landscaping theme (2) "Marketplace" - ring road (1) Rename the City Center "New Hope Village Center" (1) Use signs to direct people to City Center (1) Off premises monument/directional signs (1) Who are users of 42nd Avenue - traffic analysis (1) Define entrances (1) Need to know funding options/costs (1) No encumbering landscape (1) Mounted police (1) Define maintenance responsibility and funding (1) Improve drainage (1) Separate bikes and pedestrians from street Intersection of Xylon and 45th Name the neighborhoods Pocket park between two centers with fountain Left turn lane on Xylon Use 42nd and Winnetka as focus Business investment incentives Infill business district Increase livability - Create community center for alternate modes of mobility - Connect commuter center to neighborhoods Utilize wetlands Small gathering places Fountain Enhance existing streetscape PAGE 82 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT Appendix 3: Detailed Cost Estimates April 21, 1998 I I ! I I I UNIT PRICE i UNIT 1 $1.50 isy $2.10ilf $4.50Isy $2.001If $4.00Isy $300.00 lea $4.001If $8.25Isy I $15.00 Icy $7.50Isy/ton $3.00Isf $3.5o.lsf $2.50Isf $25.00 isy $4.50Isf I $1,000.00 lea $1,000.00 lea $25,000.00 lea $1,000.00 lea $3,500.00 lea $120.001If $35,000.00 lea I $150.001If I $500.00Itree $440.00Itree $350,OOltree $15,000.00 lis $20.00 lea $1.30Isy $0.50Isf I I $9.001If $2.50Isf $440.00Itree $350.00Itree $20.00 lea $15.00 Icy $2,000.00 Iper island I I I 1 liTEM ! Removals: Sidewalk iSawcut Bituminous ( Bituminous i Remove & Relocate Wheel Stops iSubgrade Preparation ! Remove Bus Shelter ! Saw Cut Concrete I Remove Driveway Aprons QTY. ( ( i 1 i 1 501 I I I 01 84001 I 10001 I i 31 01 01 .21 161 01 01 i 3801 1 01 221 61 11 1501 10001 I I 1 13901 30001 61 31 2001 2501 21 I I 1 1 i I i Planting Soil IAggregate Base, Class 5 - .3 tons/sy ! Exposed Aggregate (Colored Concrete Crosswalks iConcrete Walks !Concrete Aprons I Decorative Paving i5 ft. sq. Tree Grate w/Frame ITrash Receptacles !Monument Sign !5 ft. Bench iOrnamental Lights: 15 ft. (1 per 130) I Parking Lot Railing IBus Shelter I i I I I I i ! I I I 1 I sland i I I Retainer/Planter Wall i I I Evergreen Tree iShade Tree, 3 1/2" B&B (1 per 55 ft) !Ornamental Tree, 2 1/2" B&B ( IRepair Irrigation IShrubs, 2 ft. pot !Sod i Rock Mulch I i I I I iConcrete Curb: B-6-12 IConcrete Edge iShade Tree, 3 1/2" B&B (1 per 55 ft) !Ornamental Tree, 2 1/2" B&B !Shrubs, 2 ft. pot I Planting Soil iI rrigation I ISUBTOTAL 120% CONTINGENCY GRAND TOTAL COST $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $750.00 $0.00 $0.00 $0.00 $21,000.00 $0.00 $4,500.00 $3,000.00 $0.00 $0.00 $2,000.00 $56,000.00 $0.00 $0,00 $57,000.00 $0.00 $9,680.00 $2,100.00 $15,000.00 $3,000.00 S1,300.00 $0.00 $12,510.00 $7,500.00 $2,640.00 $1,050.00 $4,000.00 $3,750.00 $4,000.00 $210,780.00 $42.156.00 $252,936.00 PAGE 83 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT April 21, 1998 . I !Saw Cut Concrete 54.0011f i 50.00 t 'Remove Driveway Aprons 58.251sy I 50.001 i I I I :Planting Soil 515.00 icy I 50 5750.00 i :Aagregate Base, Class 5 - .3 tons/sy 57.50 isy/ton I 50.00 I : Exposed Ag.9@.gate 53.001sf i 50.00 ! 'ITEM iRemovals: Sidewalk iSawcut Bituminous . Bituminous :Subgrade Preparation !Remove Bus Shelter I I UNIT PRICE I UNIT 51.501sy 52.101lf 54.501sy 54.00 isy 530000 'ea QTY. COST I 50.00 ! 50.001 50.00 i 50.00 ! 5000 I Colored Concrete Crosswalks : Concrete Walks :Concrete Aprons ,Decorative Paving is ft. sq. Tree Grate w/Frame iTrash Receptacles iMonument Siqn 15ft. Bench !Ornamental Lights: 15 ft. (1 per 130) ,Parking Lot Railing i Bus Shelter !Arbor !Interpretive Exhibits !Deck i Retainer/Planter Wall o 2 1 4 17 o 1 1 1 300 160 54,830.00 I .?35,000.00 I 50.00 i 522,500.00 i I 50.001 520,000.00 I 525,000.00 I 540,000.00 ; 559,500.00 I 50.001 535,000.00 I 535,000.00 I 57,000.00 I 59,000.00 I 524,000.00 I I 50.00 I 53.50 !sf 52.501sf 525.001sy 54.501sf I 51,000.00 lea 510,000.00 lea 525,000.00 lea 510,000.00 lea 53,500.00 lea 5120.0011f S35,000.00 lea 535,000.00 lea 57,000.00 lea 530.001sf 5150.00 lif I 5500.001tree 1380 14000 5000 iShade Tree, 3 1/2" B&B (1 per 55 ft) 5440.001tree I 60 526,400.00 iOrnamental Tree, 2 1/2" B&B ( 5350.001tree I 20 57,000.00 !Repair Irrigation 515,000.00 lis I 1 515,000.00 I IShrubs, 2 ft. pot $20.00 lea I 80 $1,600.00 I ISod 51.301sy I 1520 51,976.00 I ! Rock Mulch 50.501sf i sO.oOI i I I I , I I ; Islands IConcrete Curb: B-6-12 59.0011f I 870 57,830.00 iConcrete Edge 52.501sf I 1840 54,600.00 IShade Tree, 3 1/2" B&B (1 per 55 ft) 5440.001tree I 3 51,320.00 I iOrnamental Tree, 2 1/2" B&B 5350.00 Itree I 6 52,100.00 ! iShrubs, 2 ft. pot 520.00 lea I 300 56,000.00 I lPlanting Soil (4 in depth) 515.00 Icy I 200 53,000.00 ! !Irrigation 52,000.00 Iper island I 2 54,000.00 I I I I I I Wetland i Dredge wetland to create islands I I I tRem v n I ilmprove habitat I I ! IShade Tree, 3 1/2" B&B (1 per 55 ft) 5440.001tree I 30 513,200.00 I jOrnamental Tree, 2 1/2" B&B 5350.001tree I 50 517,500.00 I 'Shrubs, 2 ft. pot 520.00 lea I 100 52,000.00 I I I I iSUBTOTAL I I $431,106,00 i I I I 120% CONTINGENCY I I 586221.20 I , I IEvergreen Tree o o e fe ces GRAND TOTAL $517,327,20 PAGE 84 PRELIMINARY COST ESTIMATE WINNETKA AVENUE - (42nd - 45th) Concept B I New Hope Streetscape Master Plan I INO. I I , CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT April 21, 1998 liTEM I Removals: Sidewalk !Sawcut Bituminous ! Bituminous ISubgrade Preparation iRemove Bus Shelter iSaw Cut Concrete I Remove Driveway Aprons I UNIT PRICE UNIT QTY. COST $1.50 sy $0.00 $2.10 If $0.00 $4.50 sy $0.00 $4,00 sy ! $0.00 $300.00 ea ..-T .... .. $6~00 : $4.00 If ! $0.00 $8.25 sy 1 $0.00 : 1 $15.00 cy 751 $1,125.00 $7.50 sy/ton ! $O.OO! $3.00 sf 1 $0.00: $3.50 sf 63001 $22,050.00 $2.50 sf 13770 ! $34,425.00 $25.00 sy I $0.00 $4.50 sf 5000! $22,500.00. I I $1,000.00 ea 31 $3,000.00. $1,000,00 ea 01 $0.00 $25,000.00 ea 2! $50,000.00 $1,000.00 ea 41 $4,000.00 $3,500.00 ea 111 $38,500.00, $120.00 If 2251 $27,000.00 i $35,000.00 ea 11 $35,000.00 : $150.00 If 270! $40,500.00 : I I $500.00 tree 61 $3,000.00 ! $440.00 tree 100: $44,000.00 ! $350.00 tree 231 $8,050.00 ! $15,000.00 Is 11 $15,000.00 · $20.00 ea 1001 $2,000.00 i $1.30 sy 18001 $2,340.00 $0.50 sf 1 $O.OOr I I $9.00 If 22901 $20,610,00 i $2.50 sf 59001 $14,750.00 i $440.00 tree 91 $3,960.00 i $350.00 tree 41 $1,400.00 i $20,00 ea 3001 $6,000.00 ! $15.00 cy 1001 $1,500.00 i $800.00 ea 101 $8,000.00 i $2,000.00 per island 2! $4,000.00 ! $412,710.00 $82,542.00 $495,252.00 i I I 1 I 1 i I I Ilslands I I I 1 I I I I I I i ! Planting Soil iAg_~gate Base, Class 5 - .3 tons/sy i Exposed Aggregate iColored Concrete Crosswalks iConcrete Walks IConcrete Aprons ! Decorative Paving i5 ft. sq. Tree Grate w/Frame iTrash Receptacles iMonument Sign 15 ft. Bench jOrnamental Lights: 15 ft. (1 per 130) I Parking Lot Railing ! Bus Shelter ! Retainer/Planter Wall ! i Evergreen Tree 'Shade Tree, 3 1/2" B&B (1 per 55 ft) IOrnamental Tree, 2 1/2" B&B ( i Repair Irrigation !Shrubs, 2 ft. pot [Sod [Rock Mulch iConcrete Curb: B-6-12 iConcrete Edge :Shade Tree, 3 1/2" B&B (1 per 55 ft) iOrnamental Tree, 2 1/2" B&B [Shrubs, 2 ft. pot I Planting Soil (4 in depth) [ Bollards i Irrigation , iSUBTOTAL 120% CONTINGENCY GRAND TOTAL PAGE 85 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT PRELIMINARY COST ESTIMATE 42nd AVENUE (Concept A) INew Hope Streetscape Master Plan I I 1 I INO. liTEM I I Removals: Sidewalk 1 ISawcut Bituminous 1 ! Bituminous I ISubgrade Preparation 1 1 Remove Bus Shelter 1 ISaw Cut Concrete I ! Remove Driveway Aprons 1 I I I Planting Soil ! IAg~gate Base, Class 5 - .3 tons/sy I I Exposed Aggregate ! IColored Concrete Crosswalks IConcrete Walks IConcrete Aprons I Decorative Paving 110ft. Bicycle Trail I I 15 ft. sq. Tree Grate w/Frame ITrash Receptacles !Monument Sign 15 ft. Bench IOrnamental Lights: 15 ft. (1 per 130) I Parking Lot Railing IBus Shelter I Retainer/Planter Wall I ! Evergreen Tree IShade Tree, 3 1/2" B&B (1 per 55 ft) !Ornamental Tree, 2 1/2" B&B ( IRepair Irrigation IShrubs, 2 ft. pot !Sod 1 Rock Mulch 1 I IConcrete Curb: B-6-12 IConcrete Edge IShade Tree, 3 1/2" B&B (1 per 55 ft) IOrnamental Tree, 2 1/2" B&B IShrubs, 2 ft. pot IPlanting Soil (4 in depth) 1 Bollards Ilrrigation 1 ISUBTOTAL 1 1 I 1 UNIT PRICE UNIT 1 $1.50 sy $2.10 If $4.50 sy $4.00 sy $300.00 ea $4.00 If $8.25 sy $15.00 cy $7.50 sy/ton $3.00 sf $3.50 sf $2.50 sf $25.00 sy $4.50 sf I QTY. I I 1 I 1 1 1 I I I 1001 1 1 98251 300001 1 80001 I I 01 01 21 01 201 o o 90 $1,000.00 ea $1,000.00 ea $25,000.00 ea $1,000.00 ea $3,500.00 ea $120.00 If $35,000.00 ea $150.00 If $500.00 tree $440.00 tree $350.00 tree $15,000.00 Is $20.00 ea $1.30 sy $0.50 sf o 191 121 1 501 37001 1 I I 15301 52001 81 151 4001 2001 51 31 1 I I I i Ilslands I 1 I I I I I I I I I $9.00 If $2.50 sf $440.00 tree $350.00 tree $20.00 ea $15.00 cy $800.00 ea $2,000.00 per island 120% CONTINGENCY GRAND TOTAL April 21, 1998 COST $0.00 SO.OO SO.OO $0.00 $0.00 SO.OO $0.00 $1,500.00 $0.00 SO.OO S34,387,50 575,000.00 SO.OO $36,000.00 $0.00 $0.00 550,000.00 $0.00 $70,000.00 $0.00 $0.00 513,500.00 $0.00 $84,040.00 $42,350.00 $15,000.00 $1,000.00 $4,810.00 SO.OO $13,770,00 $13,000.00 $3,520.00 $5,250.00 $8,000.00 $3,000.00 ~tf,OOO.OO $6,000.00 $484,127.50 S96,825.50 $580,953.00 PAGE 86 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT PRELIMINARY COST ESTIMATE April 21,1998 XYLON AVENUE I New Hope Streetscape Master Plan ! i ! I i INO. ilTEM I UNIT PRICE I UNIT QTY. COST ! : Removals: Sidewalk $1.50Isy $0.00 ! Sawcut Bituminous $2.10ilf $0.00 j Bituminous $4.50Isy $0.00 iSubgrade Preparation $4.00Isy $0.00 ! Remove Bus Shelter $300.00 lea $0.00 ISaw Cut Concrete $4.001If $0.00 , i Remove Driveway Aprons $8.25 !sy $0.00 I i ! i i i Planting Soil $15.00 Icy 100 $1,500.00 I iAggregate Base, Class 5 - .3 tons/sy $7.50Isy/ton $0.00 I I i Exposed Aggregate $3.00 !sf $0.00 i i Colored Concrete Crosswalks $3.50Isf 6840 $23,940.00 I I IConcrete Walks $2.50Isf 22000 $55,000.00 , I 1 Concrete Aprons $25.00Isy $0.00 I I ! Decorative Paving $4.50Isf 4000 $18,000.00 I I I i5 ft. sq. Tree Grate w/Frame $1,000.00 lea 0 $0.00 iTrash Receptacles $1,000.00 lea 0 $0.00 IMonument Sign $25,000.00 lea 4 $100,000.00 ! 5 ft. Bench $1,000.00 lea 2 $2,000.00 !Ornamental Lights: 15 ft. (1 per 130) $3,500.00 lea 13 $45,500.00 i Parking Lot Railing $120.00Ilf 0 $0.00 i Bus Shelter $35,000.00 lea 0 $0.00 i Bollards $800.00 lea 3 $2.400.00 iRetainer/Planter Wall $150.00 lIf 200 $30,000.00 I !Evergreen Tree $500.00 [tree 3 $1,500.00 IShade Tree, 3 1/2" B&B (1 per 55 ft) $440.00Itree 61 $26,840.00 lOrnamental Tree, 2 1/2" B&B ( $350.00 !tree 5 $1,750.00 IRepair Irrigation $15,000.00/ls 1 $15,000.00 iShrubs, 2 ft. pot $20.00 lea 40 $800.00 iSod $1.30Isy 2450 $3,185.00 iRock Mulch $0.50Isf $0.00 i I I I i I I I Ilslands !Concrete Curb: B-6-12 $9.001If 1500 $13,500.00 iConcrete Edge $2.50Isf 3750 $9,375.00 lShade Tree, 3 1/2" B&B (1 per 55 ft) $440.00Itree 6 $2,640.00 iOrnamental Tree, 2 1/2" B&B $350.00Itree 13 $4,550.00 !Shrubs, 2 ft. pot $20.00 lea 250 $5,000,00 IPlanting Soil (4 in depth) $15.00 Icy 75 $1,125.00 I Bollards $800.00 lea 0 $0.00 ! Irrigation $2,000.00 !per island 3 $6,000.00 I ISUBTOTAL $369,605,00 120% CONTINGENCY $73.921.00 GRAND TOTAL $443,526.00 PAGE 87 CITY OF NEW HOPE CITY CENTER STREETSCAPE MASTER PLAN - SUMMARY REPORT PRELIMINARY COST ESTIMATE April 21, 1998 42nd A VENUE I New Hope Streetscape Master Plan I I I I INO. [ITEM I UNIT PRICE I UNIT QTY. COST I i Removals: Sidewalk $1.50Isy $0.00 I I iSawcut Bituminous $2.10 lif $0.00 i i Bituminous $4.50Isy $0.00 i ISubgrade Preparation $4.00Isy $0.00 ! Remove Bus Shelter $300.00 lea $0.00 !Saw Cut Concrete $4.00 Iif $0.00 ! Remove Driveway Aprons $8.25Isy $0.00 ' I ! Planting Soil $15.00 Icy 100 $1,500.00 [Aggregate Base, Class 5 - .3 tons/sy $7.50Isy/ton $0.00 I Exposed Aggregate $3.00Isf $0.00 !Colored Concrete Crosswalks $3.50Isf 13700 $47,950.00 ' ! Concrete Walks $2.50Isf 32000 $80,000.00 iConcrete Aprons $25.00 !sy $0.00 i Decorative Paving $4.50Isf 10000 $45,000.00 ! I I i5 ft. sq. Tree Grate w/Frame $1,000.00 lea 5 $5,000.00 !Trash Receptacles $1,000.00 lea 2 $2,000.00. iMonument Sign $25,000.00 lea 1 $25,000.00 !5 ft. Bench $1,000.00 lea 4 $4,000.00 . IOrnamental Lights: 15 ft. (1 per 130) $3,500.00 lea 20 $70,000.00 i Parking Lot Railing $120.00 !If 1500 $180,000.00. ! Bus Shelter $35,000.00 lea 2 $70,000.00 : [ Bollards $800.00 lea $0.00, i Retainer/Planter Wall $150.001If 350 $52,500.00 i I ! Evergreen Tree $500.00Itree 0 $0.00 . iShade Tree, 3 1/2" B&B (1 per 55 ft) $440.00Itree 76 $33,440.00 ! I IOrnamental Tree, 2 1/2" B&B ( $350.00Itree 36 $12,600.00 i I I Repair Irrigation $15,000.00 lis 1 $15,000.00 i I [Shrubs, 2 ft. pot $20.00 lea 525 $10,500.00. I iSod $1.30Isy 1760 $2,288.00 . I tRock Mulch $0.50Isf $0.00. I [ I Ilslands I tConcrete Curb: B-6-12 $9.001If 3060 $27,540.00 ' I IConcrete Edge $2.50Isf 9550 $23,875.00 I tShade Tree, 3 1/2" B&S (1 per 55 ft) $440.00 Itree 6 $2,640.00 . I iOrnamental Tree, 2 1/2" S&S $350.00Itree 2 $700.00 : I !Shrubs, 2 ft. pot $20.00 lea 400 $8,000.00 I iPlanting Soil (4 in depth) $15.00 Icy 60 $900.00 ! I i Sollards $800.00 lea 0 $0.00: I i Irrigation $2,000.00 Iper island 3 $6,000.00 : . I I I I jSUBTOTAL I $726,433.00 I I I I I 120% CONTINGENCY I $145,286.60 GRAND TOTAL $871 J 719.60 PAGE 88 Agreement No. PW 13-39-99 County Project No. 9622 County State Aid Highway No.9 City of New Hope County of Hennepin CONSTRUCTION COOPERATIVE AGREEMENT THIS AGREEMENT, Made and entered into this cJ;I./!{{ day of Tr7arC.i'L- 1999, by and between the County of Hennepin, a body politic and corporate under the laws of the State of Minnesota, hereinafter referred to as the "County", and the City of New Hope, a body politic and corporate under the laws of the State of Minnesota, hereinafter referred to as the "City". WITNESSETH: WHEREAS, The County and the City have been negotiating to bring about the improvement of that portion of County State Aid Highway (CSAH) No.9 between a point west of Xylon Avenue to east ofCSAH 156 (Winnetka Avenue North), which improvement contemplates and includes grading, surfacing, curb and gutter, medians, sidewalk, watermain, storm sewer, signals, landscape/streetscape retaining walls and other related improvements referred to as City Project No. 547; and WHEREAS, The County and the City have also been negotiating to remove and replace the modular block retaining wall on the south side of CSAH 9 between Oregon Avenue and Quebec Avenue; referred to as City Project No.657; and WHEREAS, The City has hired the Consultant firm of Bonestroo, Rosene, Anderlik and Associates to prepare the necessary plans and specifications for the aforesaid two (2) City Project Nos. 547 and 657; and WHEREAS, Due to the timing of the two (2) City Project Nos. 547 and 657 a separate contract will be let by the City for each Project; and WHEREAS, The above mentioned two (2) City Project Nos. 547 and 657 on CSAH 9 both lie within the corporate limits of the City and shall be identified collectively as County Project No. 9622 hereinafter referred to as the "Project"; and WHEREAS, The City has requested that the County approve said plans and specifications; and WHEREAS, The County has indicated its willingness to approve said plans and specifications; and - 1 - ;~~,..' k....?f'...C,L. p //----1 Agreement No. PW 13-39-99 CSAH 9; C.P. 9622 WHEREAS, The City or its agents have heretofore prepared Engineer's Estimates of quantities and unit prices for the above described City Projects in the sum of One Million Nine Hundred Fourteen Thousand One Hundred Sixty Four Dollars and No Cents ($1,914,164.00) for City Project No. 547 and the sum of Two Hundred Thirty Three Thousand Eight Hundred Dollars and No Cents ($233,800.00) for City Project No. 657 for a total Project cost of Two Million, One Hundred Forty Seven Thousand Nine Hundred Sixty Four Dollars and No Cents ($2,147,964.00). A copy of said estimates (marked Exhibits "A" and "B" respectively) are attached hereto and by this reference made a pmi hereof; and WHEREAS, The County has adequate personnel available to perform the construction staking, testing and inspection required on the Project; and WHEREAS, To ensure compatibility with the County's existing network oftraffic signal systems the County will furnish the controller, control equipment and control cabinet to be installed at the intersection of Xylon Avenue and CSAH 9 as a part of said Project; and WHEREAS, It is contemplated that said work be carried out by the parties hereto under the provisions of Minnesota Statutes, Section 162.17, Subdivision 1 and Section 471.59. NOW THEREFORE, IT IS HEREBY AGREED: I For both City Projects, the City or its agents at the sole cost and expense of the City, shall prepare the necessary plans, specifications, and proposals; shall advertise for bids for the work and construction; receive and open bids pursuant to said advertisements and enter into a contract with the successful bidder at the unit prices specified in the bid of such bidder. The City shall obtain approval of said plans and specifications for City Project No. 547 from the Minnesota Depmiment of Transportation's Division of State Aid for Local TrmlspOliation. Each contract will include the plans and specifications prepared by the City or its agents and approved by the County, which said plans and specifications are by this reference made a part hereof. The City shall also apply for, and comply with, at its sole cost and expense, all permits and approvals from all other governn1ental or regulator agencies as may be required to accomplish the Project. Said permits and approvals shall be obtained prior to the start of any construction. Copies of said permits shall be given to the County Engineer or its designated representative prior to the start of construction activities. - 2 - fi;gf Agreement No. PW 13-39-99 CSAH 9; C.P. 9622 II The County shall reimburse the City a lump sum amount of Five hundred Thousand Dollars and No Cents ($500,000.00) for its share of the contract construction costs for City Project No. 547. It is understood that said lump sum amount includes the County's proportionate share in the costs of the County Supplied Equipment as set forth in Article VII hereof. It is hereby understood and agreed that the County will be funding its share of the construction costs of City Project No. 547 with County State Aid monies. It is further agreed that the County reserves the right not to make payment to the City for its proportionate share of the costs if any action or inaction of the City causes MN/DOT's State Aid Engineer to determine that the County's costs are not eligible for State Aid funding. The County shall reimburse the City a lump sum amount of Seventy Thousand Dollars and No Cents ($70,000.00) for its share of the contract construction costs for City Project No. 657. III The County will inspect the construction, perform the necessary material testing, perform the necessary construction staking and document the contract work contemplated herewith, under the direction of the County's project engineer, in accordance with the existing practices and procedures required by the Minnesota Department of Transportation Division of State Aid for Local Transportation for said Project. The City Engineer shall cooperate with the County Engineer and his staff to the extent necessary and shall have the right to enter upon the Project at any time to make any inspections deemed necessary The County will prepare weekly progress reports as provided in the specifications. A copy of these reports will be furnished to the City. The City agrees that the County may make changes in the plans or in the character of said contract construction which are reasonably necessary to cause said construction to be in all things performed and completed in a satisfactory manner. It is agreed however, that the above stated authority does not authorize the County's Project Engineer to prepare change orders or supplemental agreements to the construction contracts. In the event changes to the construction documents are necessary which require a change order or supplemental agreement, the County's Project Engineer will provide the City Engineer with all pertinent information needed to prepare the change order or supplemental agreement. It shall be the responsibility of the City Engineer to prepare the actual change order or supplemental agreement document. All change orders and supplemental agreements shall be authorized by the City Engineer prior to incorporating the changes into the Project. Change orders and supplemental agreements affecting those portions of the Proj ect funded by the County as well as the City must be authorized by both the County Engineer and the City Engineer prior to incorporating the change into the Project. It is further understood that all aspects of public relations for the Project shall be the responsibility of the City Engineer. - 3 - Jttl(f-/ Crt - v Agreement No. PW 13-39-99 CSAH 9; C.P. 9622 IV All direct payments to the Contractor for work performed on said Project will be made by the City. The County Engineer or his designated representative shall cooperate with the City or its agents in the processing of contract payments. The County shall provide all necessary estimated quantities of completed contract work and will prepare the partial payment vouchers on forms provided by the City to permit the City to make partial and final payments in accordance with the contract specifications. V Prior to beginning construction, the City or its agents shall furnish the County with the field survey information, soils reports and the quantities calculations used to develop the Engineer's Estimate. The City or its agents shall also furnish the County with the construction staking information in electronic format on 3 1/2" diskettes. The City shall also furnish the County with ten (10) complete sets of approved plans on 11" by 17" paper and six (6) complete sets of approved plans on 22" by 34" paper and ten (10) complete sets of specifications. Said information, plan sets and specifications shall be furnished for both City Project Nos. 547 and 657 at no cost to the County. VI The City or its agents, at its or their own expense, shall acquire all additional right of way, permits and/or easement required for the construction of said Project. Upon completion of the Project, all permanent right of way acquired for CSAH 9 as provided herein shall be conveyed to the County with no consideration required. VII The County will supply the traffic signal cabinet, controller and control equipment for the Project. The City shall reimburse the County for seventy-five (75) percent of the costs of the County supplied traffic signal control cabinet and equipment. The estimated cost of County Supplied Equipment is Fifteen Thousand Dollars and No Cents ($15,000.00). It is further agreed that said estimate of the costs of County supplied equipment is an estimate and that the actual quantities of equipment as determined by the County Engineer or his designated representative shall govern in computing the total final cost to the City. The County will invoice the City separately for said County supplied signal equipment. Payment shall be made to the County by the City for the full amount due stated on the invoice within forty five (45) days of the invoice date. VIII Within forty five (45) days after notification of an award by the City to the successful bidder, for City Project No. 547, the City will invoice the County and the County will deposit with the New ~ - 4 - Agreement No. PW 13-39-99 CSAH 9; C.P. 9622 Hope City Treasurer, Five Hundred Thousand Dollars and No Cents ($500,000.00) as its share in the contract construction costs for City Project No. 547 provided these costs remain eligible for state aid funding pursuant to Article II herein. Within forty five (45) days after notification of an award by the City to the successful bidder, for City Project No. 657, the City will invoice the County and the County will deposit with the New Hope City Treasurer, Seventy Thousand Dollars and No Cents ($70,000.00) as its share in the contract construction costs for City Project No. 657. All payments by the County shall be made within forty-five (45) days of receipt of an invoice from the City. IX The City agrees that any City license required to perform electrical work within the City shall be issued to the Contractor or the County at no cost to the Contractor or the County. Electrical inspection fees shall not be more than those established by the State Board of Electricity in the most recently recorded Electrical Inspection Fee Schedule. X The City shall perpetuate the existence of an adequate three wire, 120/240 volt, single phase, altemating current electrical power connection to the traffic control signals and integral street lights at the intersection ofCSAH 9 with Xylon Avenue North included in the contract at the sole cost and expense of the City. Further, the City shall provide the electrical energy for the operation of said traffic control signals and integral streetlights at the sole cost and expense of the City. XI The City shall not revise by addition or deletion, nor alter or adjust any component, pmi, sequence, or timing of the aforesaid traffic control signals, however, nothing herein shall prohibit prompt, prudent action by properly constituted authorities in situations where a part of such traffic control signals may be directly involved in an emergency. XII Upon completion of this Project, the County shall thereafter maintain and repair said traffic control signals, including all components of the Emergency Vehicle Preemption (EVP) Systems, all at the sole cost and expense of the County. Further, the County, at its expense, shall maintain 110 volt power to the line side of the fuse in the base of the signal poles for the integral street lights. The City, at its expense, shall maintain the fuse, the luminaire and the wire to the load side of the fuse in the base of the signal poles. The EVP Systems provided for in this Agreement shall be installed, operated, maintained or removed in accordance with the following conditions and requirements: - 5 - '"1;1~/1/' . ! t''Vv V --=-, Agreement No. PW 13-39-99 CSAH 9; C.P. 9622 (1) Emitter units may be installed and used only on vehicles responding to an emergency as defined in Minnesota Statutes Chapter 169.01, Subdivision 5 and 169.03. The City will provide the County Engineer or his duly appointed representative a list of all such vehicles with emitter units. (2) Malfunctions of the EVP Systems shall be reported to the County immediately. (3) In the event said EVP Systems or components are, in the opinion of the County, being misused or the conditions set forth herein are violated, and such misuse or violation continues after receipt by the City of written notice thereof from the County, the County shall remove the EVP Systems. Upon removal of the EVP Systems pursuant to this paragraph, the field wiring, cabinet wiring, detector receivers, infrared detector heads and indicator lamps and all other components shall become the property of the County. (4) All timing of said EVP Systems shall be determined by the County. XIII All records kept by the City and the County with respect to this Project shall be subject to examination by the representatives of each party hereto. XIV The County reserves the right not to issue any permits for a period of five (5) years after completion of the Project for any service cuts in the roadway surfacing of the County Highways included in this Project for any installation of underground utilities which would be considered as new work; service cuts shall be allowed for the maintenance and repair of any existing underground utilities. XV Included in said approved plans and specifications are provisions to include landscaping within the limits of said Project. Said landscaping elements shall be installed and maintained in accordance with the "HENNEPIN COUNTY DEPARTMENT OF PUBLIC WORKS - TRANSPORTATION DIVISION; RECOMMENDED URBAN LANDSCAPE/STREETSCAPE GUIDLINES" dated April 3, 1995 attached hereto, marked Exhibit "C", which by this reference is made a part hereof. XVI Upon completion of the construction contemplated herewith, it shall be the responsibility of the County to prepare the as-built construction plans. - 6 - cj /11/v ~ Agreement No. PW 13-39-99 CSAH 9; C.P. 9622 XVII It is understood and agreed that upon completion of any and all improvements proposed herein, all concrete sidewalk, water distribution systems, sanitary sewer systems, bituminous walk, storm sewer pond, irrigation systems, alllandscape/streetscape items as shown on sheets Ll through L9 of said plans for City Project No. 547, retaining walls and any municipal street construction included in said improvement shall become the property of the City and all maintenance, restoration, repair, replacement or other work or services required thereafter shall be performed by the City at its own expense. The City agrees to defend, indemnify and hold harmless the County, its officials, officers, agents, volunteers and employees, from any liabilities, claims, causes of action, judgments, damages, losses, costs or expenses, including, reasonable attorneys' fees, resulting directly or indirectly from any act or omission of the City, its contractors, anyone directly or indirectly employed by them, and/or anyone for whose acts and/or omissions they may be liable related to the ownership, maintenance, existence, restoration, repair or replacement of the aforedefined City owned improvements constructed as part of said Project. The City's liability shall be governed by the provisions of Minnesota Statutes, Chapter 466 or other applicable law. The County agrees to defend, indemnify, and hold harmless the City, its officials, officers, agents, volunteers, and employees from any liability, claims, causes of action, judgments, damages, losses, costs, or expenses, including reasonable attorneys' fees, resulting directly or indirectly from any act or omission of the County, its contractors, anyone directly or indirectly employed by them, and/or anyone for whose acts and/or omissions they may be liable related to the ownership, maintenance, existence, restoration, repair or replacement of the aforedefined County owned improvements constructed as part of said Road Project. The County's liability shall be governed by the provisions of Minnesota Statutes, Chapter 466 or other applicable law. XVIII It is hereby understood that the County requires an operational clear zone behind the face of curb for storage of snow removed from County roadways. The City hereby agrees that the City shall be responsible for the removal of any snow that may be placed on the sidewalks and/or pedestrian/bicycle paths within the operational clear zone, as a result of the County's snow removal operations on CSAH 9 within the limits of said Project. This paragraph is not intended to confer a benefit upon any third party and the City's decision to remove snow from the sidewalk and/or paths shall be made by the City in its sole discretion pursuant to its policy on removal of snow and ice from its sidewalks and/or pedestrian/bicycle paths and trails. XIX Each party agrees that it will be responsible for its own acts and the results thereof, to the extent authorized by the law, and shall not be responsible for the acts of the other party and the - 7 - ~ Agreement No. PW 13-39-99 CSAH 9; C.P. 9622 results thereof. The County's and the City's liability is governed by the provisions of Minnesota Statutes, Chapter 466. The County and the City each warrant that they are able to comply with the aforementioned indemnity requirements through an insurance or self-insurance program. The City also agrees that any contract let by the City or its agents for the performance of the work on County State Aid Highway No.9 as provided herein shall include clauses that will: 1) Require the Contractor to defend, indemnify, and hold the County, its officials, officers, agents and employees harmless from any liability, causes of action, judgments, damages, losses, costs or expenses including, without limitation, reasonable attorneys' fees, arising out of or by reason ofthe acts and/or omissions of the said Contractor, its officers, employees, agents or subcontractors; 2) Require the Contractor to be an independent contractor for the purposes of completing the work provided for in this Agreement; and 3) Require the Contractor to provide and maintain insurance in accordance with the following: 1. Commercial General Liability on an occurrence basis with Contractual Liability and Explosion, Collapse and Underground Property Damage (XCU) Liability coverages: Limits General Aggregate Products--Completed Operations Aggregate Personal and Advertising Injury Each Occurrence - Combined Bodily Injury and Property Damage $1,000,000 $1,000,000 $1,000,000 $1,000,000 Hennepin County shall be named as an additional insured for the Commercial General Liability coverage with respect to operations covered under this Agreement. 2. Automobile Liability: Combined Single limit each occurrence coverage for bodily injury and property damage covering owned, non-o\vned, and hired automobiles: $1,000,000 3. Workers' Compensation and Employer's Liability: A. Workers' Compensation Statutory If the Contractor is based outside the State of Minnesota, coverages must apply to Minnesota laws. B. Employer's Liability - Bodily injury by: Accident - Each Accident $100,000 - 8 - C.ftL({, .-----.- Agreement No. PW 13-39-99 CSAH 9; c.P. 9622 Disease - Policy Limit Disease - Each Employee $500,000 $100,000 The above subparagraphs establish minimum insurance requirements. It is the sole responsibility of the City's Contractor to determine the need for and to procure additional insurance which may be needed in connection with said Project. All insurance policies shall be open to inspection by the County and copies of policies shall be submitted to the County upon written request. xx It is further agreed that any and all employees of the City and all other persons engaged by the City in the performance of any work or services required or provided for herein to be performed by the City shall not be considered employees of the County, and that any and all claims that mayor might arise under the Workers' Compensation Act or the Unemployment Compensation Act of the State of Minnesota on behalf of said employees while so engaged and any and all claims made by any third parties as a consequence of any act or omission on the pati of said employees while so engaged on any of the work or services provided to be rendered herein shall in no way be the obligation or responsibility of the County. Also, any and all employees of the COlmty and all other persons engaged by the County in the performance of any work or services required or provided for herein to be performed by the County shall not be considered employees of the City, and that any and all claims that mayor might arise under the Workers' Compensation Act or the Unemployment Compensation Act of the State of Minnesota on behalf of said employees while so engaged and any and all claims made by any third parties as a consequence of any act or omission on the part of said employees while so engaged on any of the work or services provided to be rendered herein shall in no way be the obligation or responsibility of the City. XXI In order to coordinate the services of the County with the activities of the City so as to accomplish the purposes of this Agreement, the Hennepin County Engineer or his designated representative shall manage this Agreement on behalf of the County and serve as liaison between the County and the City. In order to coordinate the services of the City with the activities of the County so as to accomplish the purposes of this Agreement, the City's Director of Public Works or his designated representative shall manage this Agreement on behalf of the City and serve as liaison between the City and the County. XXII It is understood and agreed that the entire Agreement between the parties is contained herein and that this Agreement supersedes all oral agreements and negotiations between the -9- ~~~? ... Agreement No. PW 13-39-99 CSAH 9; c.P. 9622 parties relating to the subject matter hereof. All items referred to in this Agreement are incorporated or attached and are deemed to be part of this Agreement. Any alterations, variations, modifications, or waivers of provisions of this Agreement shall only be valid when they have been reduced to writing as an amendment to this Agreement signed by the parties hereto. XXIII The provisions of Minnesota Statutes 181.59 and of any applicable local ordinance relating to civil rights and discrimination and the Affirmative Action Policy statement of Hennepin County shall be considered a part of this agreement as though fully set forth herein. (THIS SPACE LEFT INTENTIONALLY BLANK) - 10 - "'I ?? ~ v Agreement No. PW 13-39-99 CSAH 9; C.P. 9622 TESTIMONY WHEREOF, The parties hereto have caused this Agreement to be executed by their respective duly authorized officers as of the day and year first above written. (Seal) CITYOFNE:yHOPE/a~ Mayor Date: ~?r :J;;} - 9; And:4~kdr Manager Date: 3 -23 -99 I COUNTY OF HENNEPIN ATTEST: By: D p ty/Clerk ofthe County Board BY"An n~c:~?~ ,-)'.,("m(",,'~' '-."~s ~.........LSC::.:l::.L'''~Sl.:~Ti;'} "ft"'t~ VICE., Chai~'~fits C6bntY:'f3~6ar2r"., '.;,"" ..",,,"~ Date: 5 ,- 7 - if I Date: APPROVED AS TO FORM: By~k.~ PI. istant County Attorney Date: 3ft ( I Cj ~ APPROVED AS TO EXECUTION: B~~~~~taU Date: 4/ I J-/ q q Date: 1-P-47 ( . / RECOMMENDED FOR APPROV AL BnoN~'1.AA r; - dA/~'K ;; Director, Transportation Department Date: L~/!5111 . 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" illUl -'-10 ~ ~I~ 1m,.' 8,\8 ~S; ~~~ ~J "" ":' ~ '" C- O ;Z '5 ~2: ::J c 81M <"5 Ii ~Jj ENGINEERS ESTIMATE FOR CITY PROJECT NO. 657 \Vall Tvpe Modular Masonry Cast-in-place concrete Area 3,500 SF 3,800 SF Unit Price $20 $50 \Vall Cost $70,000 $190,000 Sitework Cost $43,800 $43,800 Total Cost $113,800 $233,800 The estimated cost for the cast-in-place concrete wall includes an allowance of $5/ square feet for architectural treatment. Once the desired architectural treatment is known, a more detailed cost estimate will be prepared. Hennepin County Agreement No. PW 13-39-99 Exhibit "B"; Sheet 1 of 1 /}td HENNEPIN COUNTY DEPARTMENT OF PUBLIC WORKS TRANSPORTATION DIVISION RECOMMENDED URBAN LANDSCAPEI STREETSCAPE GUIDELINES ~tftn. ?<I~ anspor a 1 n lV1Slon nglneer Revision No. 0 Date 04/03/95 , Hennepin County Agreement No. PW 13-39-99 71ti'vY Exhibit "C"; Sheet 1 of 8 e>(' APRIL, 1995 April 3, 1995 TABLE OF CONTENTS INTRODUCTION Paoe 1 . . . . .. . . . .. .. .. .. .. .. .. .. .. RECOMMENDED GUIDELINE CRITERIA .. .. .. .. .. .. .. .. 1 . Boulevard .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. 1 . Crosswalks .. .. .. .. .. .. .. .. .. 2 .. .. .. .. .. .. .. .. . Curb. . . .. .. .. .. .. .. .. .. .. .. 2 .. .. .. .. .. .. .. .. . Irrigation .. .. .. .. .. .. .. 2 .. .. .. .. .. .. .. .. . LandscapingjStreetscaping .. .. .. .. .. .. .. 2 1iI Medians ........ 3 1iI Operational Clear Zone .. .. .. .. .. .. .. .. .. 3 1iI Right.of Way .. .. .. .. .. .. .. 3 . Sidewalks 4 . Signals, Signing and Other Traffic Control Devices 4 . Snow Storage . . .. .. .. .. .. .. .. .. .. .. .. .. .. 4 . Street Li ght i ng .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. 4 . Trees .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. 5 . Utilities .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. 5 PERMITS . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. 5 FIGURE 1 .. .. .. .... .............................. 6 Hennepin County Agreement No. PW 13-39-99 A~;( Exhibit "C"; Sheet 2 of 8 . C5t April 3, 1995 HENNEPIN COUNTY DEPARTMENT OF PUBLIC WORKS TRANSPORTATION DIVISION RECOMMENDED URBAN LANDSCAPE/STREETSCAPE GUIDELINES APRIL, 1995 INTRODUCTION Hennepin County Department of Public Works' Transportation Division (Division) has as a delegated function and responsibility to maintain a system of roadways that provide transportation for residents of the County in a safe, efficient manner. Year around safety requires adequate sight distances and a minimum operational clear zone that can also accommodate snow storage. The Division has prepared this Recommended Urban Landscape/Streetscape Guidelines (Guidelines) to more consistently and thoroughly respond to questions about urban landscape/streetscape design practices. All landscape/streetscape plans must be prepared and signed in accordance with the Board of Architecture, Engineering, Land Surveying, Landscape Architecture and Interior Design. The City Engineer shall also approve and sign the title or cover sheet for those landscape/streetscape plans. The City Engineer must also evaluate sight distances along the project and assure the Division, in a report, that sight distances are adequate. The placement of obstacles or fixed objects, such as structures, trees, etc., within Hennepin County's right of way shall be cause for the Municipality to assume legal liability and additional maintenance responsibility through a Cooperative Agreement. RECOMMENDED GUIDELINE CRITERIA The following is an alphabetical listing of the Division's recommended guidelines for landscape/streetscape design. The criteria listed is not all inclusive or necessarily complete. Requests for more clarification should be addressed to the Division Engineer or his/her designee. Figure 1 at the end of this document contains a summarization of the recommended operational clear zone guidelines. · Boulevard The Division prefers a low maintenance boulevard. Snow and ice control methods may prevent the survival of some desired vegetation. The Municipality has the responsibility for mowing and the maintenance of facilities behind the curb. - 1 - Hennepin County Agreement No. PW 13-39-99//;U:tY Exhibit "C"; Sheet 3 of 8 ~ April 3, 1995 · Crosswalks Crosswalks shall conform to the Minnesota Manual on Uniform Traffic Control Devices (MMUTCD). The County's standard crosswalk is a block type pattern, painted white, on top of bituminous or concrete pavement. Municipalities have the responsi- bility to maintain pavement crosswalk markings after the initial painting. Non-standard crosswalk surfaces (such as decorative brick, colored aggregate, etc.) shall require prior approval by the Division. Municipalities shall have the responsibility to install and maintain any crosswalk surface, as well as the abutting material, if the crosswalk surface is not consistent with the road surface. The municipality shall also indemnify the County for the use of a non-standard crosswalk surface. · Curb Curb design must conform to Hennepin County's Standard Design and the State Aid manual. Curb and pedestrian ramps must comply with the Americans With Disabilities Act (ADA). @ Irriqation Water from irrigation systems shall not flow or spray onto the traveled roadway or onto any County owned structures such as traffic signal components and signage. Concrete gutters shall collect excess water from irrigation systems and not allow water to flow across roadways (gutter in). Effects of subgrade saturation shall be addressed w~en irrigation systems are proposed. Provisions, such as perforated pipe, shall be included for the pickup and disposal of irrigation water. The Division will not allow an open cut for installation or maintenance of' irrigation piping within three years of construction, so consideration should be given to installing irrigation piping within a sleeve for roadway crossings. Maintenance and repair of the irrigation system is the responsibility of the owner. · LandscaoinQ/Streetscaoing Roadway geometrics and driver sight distances shall be considered when installing landscape items. A report indicating adequate sight distances have been maintained is required for all access points along the project. The report should consider all elements obstructing a driver's vision such as trees, shrubs, plantingsjplanters, structures, etc. Any loose landscaping material, such as bark, must have an adequate means of containment that will prevent the material from spilling onto the roadway or sidewalk. The Municipality shall be responsible for maintaining such material, if installed, and for removing the material from the roadway or sidewalk if the material spills onto those surfaces. Loose landscape rock is not permitted within Hennepin County's right of way because of p rob 1 ems c au s ed d ur i n 9 mow i ng , e t c . Hennepin County Ageeement No. PW 13- 39-99 ~, " Exhibit "e"; Sheet 4 of 8 ~ - 2 - April 3, 1995 The Municipality or owner has the responsibility to trim all plantings and to maintain visibility. Hennepin County's responsibility for landscape/streetscape restoration, after any County activity, shall be limited to top soil, sod or seed. Restoration of specialty landscape/streetscape items, sidewalks and plantings shall be the responsibility of others. The Division prefers traffic control signage to be located behind the sidewalk. Landscape/streetscape should not obstruct the view of signage. Landscape/streetscape should make allowances for placement or future expansion of utilities within the right of way. Traffic control during maintenance of landscaping shall comply with MMUTCD for traffic control. · Medians The Division can supply typical design standards for raised and depressed medians. Median drainage is a concern of the Division and should be discussed with the Division's Design Section. The Division's guideline does not allow planting trees within the median unless there is the minimum operational clear zone for the posted speed limit (see Operational Clear Zone). Plantings, including raised planting beds, in medians shall not be higher than 3 feet from the bottom of the curb gutter line, however, sight lines must still be checked. Plantings should be kept as far back from the face of curb as possible to minimize disturbance due to snow plowing (see also Irrigation). If the Municipality proceeds with placing plantings within Hennepin County right of way, then the Municipality has the responsibility to trim plantings to maintain sight lines. · Ooerational Clear Zone To facilitate the safe operation and maintenance of a roadway facility, an operational clear zone is required. Encroachment into the operational clear zone causes safety and maintenance concerns. The Division standard provides an operational clear zone of 6 feet from the face of curb where posted speeds are 35 miles per hour (MPH) or less. For speeds greater than 35 MPH to 45 MPH, the Division standard provides a 10 foot operational clear zone. The required operational clear zone for speeds over 45 MPH shall be analyzed on an individual basis by the Division (see Figure 1). · RiQht of Way Streetscape/landscape items within the County's right of way are reserved for the public and owned by the Municipality. Hennepin County does not allow private enhancements within the County's right of way. - 3 - Hennepin County Agreement No. PW 13-39-99 Jtl(.,!.~ Exhibit "C"; Sheet 5 of 8 ~ April 3, 1995 · Sidewalks The Division recommends a sidewalk with a minimum 5 foot width and prefers the sidewalk be placed 6 feet from the face of curb to accommodate snow storage. (II SiQnals. SiQninq and Other Traffic Control Devices All traffic control devices must comply with MMUTCD. For urban cross sections, the Division recommends traffic slgns be placed at least 6 feet from the face of curb to the edge of sign. Sign placement is preferred behind the sidewalk. The location of utilities should be considered with regard to future sign placement. In areas where there is no sidewalk, clearance to the signage should be at least 6 feet from the curb or edge of shoulder to allow for snow storage and/or future sidewalk(see Snow Storage). Landscape/streetscape should not obstruct the view of signage. Traffic signals shall have the Division's standard type and color. Any other color scheme requires prior review and approval by the Division and require the Municipality to maintain the paint system at no cost to the Division. Lead based paint shall not be used. Paint must comply with current Mn/DOT specifications. (II Snow Storaqe The Division requires minimum operational clear zones for snow storage along the side of the road based on the posted speed limit. The requirement of an operational clear zone for snow storage,allows the Division to efficiently clear roads of snow and help maintain the road's traffic carrying capacity. Inadequate snow storage will reduce lane widths, adversely affect traffic handling capacity of the road and prevent tru~ks from using the partially blocked traffic lane. Roads that are not cleared of snow along the curb to the storm drain can also cause drainage problems when the snow melts. The Division may require that the Municipality obtain an easement if there is inadequate snow storage available within the right of way as a result of landscape/streetscape structure placement. In areas where landscapejstreetscape structures cause inadequate room to store snow off the road, the Municipality will be required to either move or haul away the snow (see Introduction for legal liability and maintenance requirements). (II Street Liqhting Street lighting must be functional and meet appropriate standards for illumination. Special consideration should h~ given to eliminating glare and shadows. Questions on lighting should b~ re~~rred to the Division's Design Section. . Hennepin County Agreement No. PW 13-39-99 Exhibit "C"; Sheet 6 of 8 ~j _ A Apri 1 3, 1995 · Trees Trees, in general, can obstruct the view of signs and signals. Prior to the placement of any tree, sight lines should be evaluated that includes consideration for fully mature trees and their canopies. The Division standard does' not sanction the planting of trees on County right of way within the operational clear zone (see Operational Clear Zone). Planting coniferous trees is discouraged within Hennepin County's right of way. Tree grates in sidewalks or paved areas, unless properly installed and maintained, can be a hazard to pedestrians, people with disabilities, and snow removal operations, etc. The Municipality assumes all liability for the placement of any tree grates or other obstacles within the County's right of way. Irrigation, if deemed necessary, should be limited to a trickle type system (see Irrigation). The Division does not contribute to the replacement of any streetscape/landscape alteration as a result of any highway maintenance, modification or utility work. G Utilities Underground utilities that do not extend above the surface may be placed within'the County's operational clear zone. Above ground utilities, however, should be placed outside the County's operational clear zone. PERMITS The Division's Permit Office shall be informed of all construction or maintenance work within the County's road right of way. Traffic Control and time of work must be approved by the Division prior to beginning any work. (Example: Parking in a traffic lane during rush hour is not allowed.) - 5 - Hennepin County Agreement No. PW 13-39-99 (.l~ Exhibit "C"; Sheet 7 of 8 FIGURE 1 HENNEPIN COUNTY DEPARTMENT OF PUBLIC WORKS TRANSPORTATION DIVISION RECOMMENDED LANDSCAPE / STREETS CAPE GUIDELINES URBAN TYPICAL ROADWAY CROSS SECTION TRAFFIC LANE 2' GUTTER . MINIMUM OPERATIONAL a.EAR ZONE AND SNOW STORAGE PLACEMENT OF TREES, UTILITIES FIXED OBJECTS ETC. "- RECOMMENDED PLACEMENT OF SIGNS BOULEVARD FACE OF CURB .- POSTED SPEED LIMIT 35 M.P.H. OR LESS GREATER THAN 35 M.P.H. TO 45 M.P.H. GREATER THAN 45 M.P.H. MINIMUM-OPERATIONAL CLEAR ZONE 6 FOOT (FROM THE FACE OF CURB) 10 FOOT (FROM THE FACE OF CURB) ANALYZED ON AN INDIVIDUAL BASIS BY THE DIVISION. APRIL 1995 Hennepin County Agreement No. PW 13-39-99 IftG{,I-1 Exhibit "C"; Sheet 8 of 8 ~ FIGURE 1 HENNEPIN COUNTY DEPARTMENT OF PUBLIC WORKS TRANSPORTATION DIVISION RECOMMENDED LANDSCAPE / STREETS CAPE GUIDELINES URBAN TYPICAL ROADWAY CROSS SECTION TRAFFI C LANE 2' GUTTER . MINIMUM OPERATIONAL Cl.EAR ZONE AND SNOW STORAGE PLACEMENT OF TREES, UTILITIES FI~D OBJECTS ETC. "- RECO~DED PLACEMENT OF SIGNS BOULEVARD FACE OF CURB . POSTED SPEED LIMIT 35 M.P.H. OR LESS GREATER THAN 35 M.P.H. TO 45 M.P.H. GREATER THAN 45 M.P.H. MINIMUM-OPERATIONAL CLEAR ZONE 6 FOOT (FROM THE FACE OF CURB) 10 FOOT (FROM THE FACE OF CURB) ANALYZED ON AN INDIVIDUAL BASIS BY THE DIVISION. APRIL 1995 Hennepin County Agreement No. PW 13-39-99 !!.U/t}/ Exhibit "C"; Sheet 8 of 8 ~ COUNCIL REQUEST FOR ACTION Or1ginatlng Department Public Works Approved for Agenda 9-27 -99 Agenda Section Consent By: Guy Johnson Item No. 6.7 RESOLUTION APPROVING CHANGE ORDER NO.2 TO THE CONTRACT WITH HARDRIVES INC., FOR THE 42ND AVENUE STREET AND UTILITY IMPROVEMENTS (PROJECT 547) REQUESTED ACTION Staff is recommending that the Council approve a Change Order for the 42nd Avenue Street and Utility Improvement Project contract with Hardrives, Inc" for the installation of shrubbery and perennials on the newly constructed medians within 42nd Avenue. The amount of the Change Order is $16,060.80. This price is within few dollars of the original bid price for these plant materials. The actual unit price for this plant material is slightly higher than the bid unit price since the total quantity of plants in the project has been reduced. This reduction in quantity is partially due to the reluctance of property owners to grant easements along the north side of 42nd Avenue. BACKGROUND The original plans for this project included two planted medians along 42nd Avenue. The plant material for these medians was included in the project bid. When the City Council awarded the contract to Hardrives on April 26th, certain parts of the project were omitted due to budget constraints. At that time it was decided to place trees and sod on the medians, but to eliminate the proposed perennials and shrub type plants from the design. Recently, staff has asked the Council to reconsidered this design for a variety of reasons including overall appearance, plant hardiness, long term maintenance costs, and maintenance worker safety. At its September 13, 1999 meeting, the Council gave preliminary approval to proceeding with this change order. At that last Council meeting, staff was asked to consider the use of native grasses and other native plant material. Staff has considered this and has discussed the issue with Ms. Sherri Buss, a landscape ecologist working for Bonestroo, Rosene, Anderlik, and Associates. Sherri suggests, and staff agrees, that native plants, particularly grasses, could be used as accent plants if strategically placed with the shrubs and perennials on the existing plans. Used in this situations the native plants would form clumps or masses that could compliment the other plants MOTION BY TO: t€tPlJjJt, j / f' 'tUWv i(UJ 9q- IVY SECOND BY JA.JJ7YL/).(J{r/7../ I I:Rfa\Pubworks\547 Resolution Change Order for Medians 2 RFA-OOl Request for Action Change Order # 2 - Improvement No. 547 April 26, 1999 Page 2 on the medians. If the entire median was planted with native grasses however, there would be no definition of the individual plants and the median may look as if it were covered with turf grass that was not being maintained. For most of the growing season these native grasses are a consistent shade of green and do not provide the variety of color that the roses and day lilies on the current plan will provide. Not until they turn color in the fall, could native grasses be identified by most casual observers. When it was decided to remove the shrubs and perennials from the plans for the medians, it was assumed that the medians would be sodded and that the sod would be paid for at the unit bid price for sod in the contract. If this change order is approved, this additional cost for sod will not be incurred. The value of this extra sod would be $800 - $900. FUNDING The total cost for the Change Order is $16,060,80. Funding sources for this project include Water/Sewer Utility Fund, Storm Water Utility Fund, Joint Water Commission, City Bonding, funds from Hennepin County, Tax Increment Financing, and Assessments ATTACHMENTS Please find attached Change Order No.2, recommendation from the City Engineer, and resolution. I:Rfa\Pubworks\547 Resolution Change Order for Medians 2 CITY OF NEW HOPE RESOLUTION NO. 99- 144 RESOLUTION APPROVING CHANGE ORDER NO.2 TO THE CONTRACT WITH HARDRIVES INC" FOR THE 42ND AVENUE STREET AND UTILITY IMPROVEMENTS (PROJECT 547) WHEREAS, The City has entered into a contract with Hardrives Inc., and WHEREAS, during the course of the construction of this project it was determined that shrubs and perennials, once removed from the original contract, were beneficial to the overall project and should once again be included in the project; and WHEREAS, the City Council discussed this at its meeting on September 13, 1999 and gave preliminary approval to the change order, and WHEREAS, the City has received a cost proposal from Hardrives, Inc., to modify the terms of the contract to address these changes. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of New Hope, Hennepin County, Minnesota: 1. That the City Council hereby approves Change Order NO.2 to the contract with Hardrives, Inc., in the amount of $16,060.80. 2. That the City Manager is authorized to sign Change Order NO.2 to the contract with Hardrives Inc. Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota this 27th day of September, 1999. Q all 6 /' ~ ~,~//~G~-k Attest: 1/J li~u (Jflnu- City Clerk Mayor I:RfalPubworksl547 Resolution Change Order for Medians 2 j ~ ~ Bonestroo LJI Rosene b AnderJik & 1 \I ~ Associates Engineers & Architects [1t;1I'l!:JtfOO. Rosene,/lnacral( <fncl AS:lDclsres, In'- IS atl Affirmative: Actit;1n/~qu..1 OpPo/rt/J}/ry L'mployer Prlnclpill., Otto;> G, !lon~'L1uQ, F.E, . Joseph e. i\nn~rllk. PoE. . Malvin L, Sorvala, F.E. . Glenn R. Cook. P.€. . Rob~rl G. S~hl,ll'llcht, I'.E.. jerrY ^. SQutde>l'l. P.E:. . Rollen W. Rosel'll?, F.!;. fI/I;l1>lrd 1;. 1\Jfl'ler. P.E. and susan M. eJ)~rlln. (' ./\A.. SIlJiiur Consultants IUsrx:li!tt~ Prlncip,rJ" Iloward A. Sanford. !,,~, . KalIl"; A. CiOrdut'l, F.E. . Rollert R. Pfcff('rl~, P.f. . IllChar9 W. FQn~r. P.F.. . David a. Loskola. !'.E, . Robi;rt C. Russek. AlA. Mark A. Hans,,". PoF. . MIChael T. f/"1.Irm"nn, RI;. . Ted K.FIeld, ~E. . Kenneth Po "nderion. P.E,' Marl: R. Rolfs. P.E. . Sidney P. Wllliarmnn. PI;., LoS, . Rollert F. K01,mltfl . ^9~S 1.1, Ring. Alloo Rick Schmidt, P.E. Offices: St. Paul. Rochn.tllr. Will"'.... and St Cloud, I\lN . MllwilI.lk"'''. WI WelJslle: www.bonestrO(1.CQlll MEMORANDUM To: Guy Johnson From: Mark Hanson Subject: Island Plantings 42nd A venue - Street and Utility Improvements Project No. 547, our File No. 34-98-186 Date: September 21. 1999 Attached is Change Order No.2 on the above referenced project that cleals with island plantings. As discussed at the September 13, 1999 Council Meeting and in previous correspondence. Change Order No. 1 deleted various plantings throughout the project for budgetary purposes. Sod was proposed to placed in the islands in lieu of the plantings. Upon further review by staff, we recommend plantings (dayIily perennials and rosa rugosa shrubs) be placed in the islands for the following reasons: . tiil Weekly maintenance issues with sod in the islands tiil Better salt tolerance ofplantings versus sod II Esthetic issues ofplantings versus sod By placing the plantings in the islands, approximately $800 to $900 of sod will not need to be placed. We reconunend the Council approve Change Order No.2 for the amount of$16,060.80 on the project. Please contact me with any questions. MAHlddb cc: Daniel Donahue Tom Schuster DDBIRTF 2335 West Highway 36 III St. Paul, MN 55113 III 651-636-4600 II Fax: 651-636-1311 .11~ llonestroo . ..iIUI Rosene Owner: C1 of New Ho 4401 X Ion Ave N New Ho , MN 55428-4898 U Ander/ik & Contractor- Hardrives Ioe 14475 uiram Drive. Ro ers. MN 55374 1\11 Associates . Engll'leeu & Atchltect$ Bond Co an: Date , /all 'If' Bond No. CHANGE ORDER NO.1 42nd AVENUE NORTH (CSAH 9) CITY PROJECT NO. 547 HENNEPIN COUNTY PROJECT NO. 9622 BRA FILE NUMBER: 34--98-186A .Q~~~dptiQD of Wur.k TIus change involves placing deciduous shrubs and perennial plants in the two islands being constructed along 42nd Avenue. Shrubs and plants were deleted from the original project in Change Order No.1 for budgetary purposes. Upon further review, it is recommended that these shrubs and plants be installed in the islands due to maintenance and salt tolerance issues. The items below reflect the cost to install these plants and shrubs. No. Ualt CO'IltrMt Quantity U alt Prlte Total Item Amount Deciduous shrub #2 container BA 318 $33.60 $10,684.80 2 Perennial #1 container EA 480 $11.20 $5.376.00 $16.060.80 Totai - Add Total Change Order No.2 $16,060.80 Original Contract Amount Previous Change Orders This Change Order Revised Contract AmoWlt (including this change order) $1,924)869.20 ($171~861.5S) $16,060.80 $1,769,068.45 Recommended for Approval by: BONESTROO~ ROSENE, ANDERLIK & ASSOCIATES, INC. Date: Approved by Contractor: HARDRlVES INC Approved by Owner: CITY OF NEW HOPE cc: Owner Contraclor Bonding Company Doncstroo & ASS(l{;. 4401 Xylon Avenue North New Hope, Minnesota 55428-4898 City Hall: 612-531-5100 Police: 612-531-5170 Public Works: 612-533-4823 TOO: 612-531-5109 City Hall Fax: 612-531-5136 Police Fax: 612-531-5174 Public Works Fax: 612-533-7650 Fire Oep't. Fax: 612-531-5175 October 4, 1999 Hardrives Inc. 14475 Quiram Dr. Rogers, MN 55374-9461 Subject: Change Order No.2 - Improvement Project No. 547 Enclosed are two fully executed copies of the above-referenced Change Order for your records. Please forward one copy to your bonding company. This change order, concerning shrubs and perennial plants on the medians within 42nd Avenue, was approved on September 27, 1999, by the New Hope City Council. If you have any questions, please contact me. Sincerely, U~ Valerie Leone City Clerk, CMC enc. cc: Guy Johnson, Director of Public Works Dan Boyum, BRA (File No. 34-98-186)~ / fF77Gi family Styled Clty~ for family living llJ Bonestroo ::ID!IllI Rosene 't\lI Anderlik & . \J 'I Associates Engineers & Architects ! Date Se tember 22, 1 rJ99 O\\ner: City of New Ho e, 4401 Xvi on Ave N, New Ho e, MN, 55428-4898 Contractor: Hardrives Inc, 14475 Quiram Dr, Rogers, MN, 55374-9461 Bond: Aon Risk Services, Inc., 4000 W Olson Memorial H\vy Golden Valley, ,tAN, 55422 Bond No: 018-89-60-60 CHANGE ORDER NO.2 42ND AVE. N, (CSAH 9) STRT, & UTIL. IMPROVEMENTS CLIENT PROJECT NO.547 HENNEPIN COUNTY PROJECT NO. 9622 BRA File No. 34-98-186A Description of Work This change involves placing deciduous shrubs and perennial plants in the two islands being constructed along 42nd Avenue. Shrubs and plants were deleted from the original project in Change Order No. I for budgetary purposes. Upon further review, it is recommended that these shrubs and plants be installed in the islands due to maintenance, salt tolerance, and esthetic issues, The items belo,v reflect the cost to install these plants and shrubs. Contract Unit Total No. Item Unit Quantity Price Amount Change Order No.2 Deciduous shrub #2 container EA 318 $33.60 $10,684,80 2 Perermial # 1 container EA 480 $11.20 $5,376.00 Total Change Order No.2 $16,060.80 CnangeOrder2.x1s Original Contract Amount Previous Change Orders This Change Order Revised Contract Amount (including this change order) $1,924,869.20 ($171,861.55) $16,060.80 $1,769,068.45 Recommended for Approval by: BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. Q~C})J-r- Date: or /2-2- /'1"'/ Approved by Contractor: HARDRIVES INC Approved by Owner: CITY OF NEW HOPE ;---~ ,." ~' \ "" .- ..., \ / \\ -r;::-( <, I \ ,~ C ! _ x. .'~< \.-' \, y , '-- . 1 - ~( ~?~ cc: Ovmer Contractor Bonding Company Bonestroo & Assoc, ChangeOrder2.xls COUNCIL REQUEST FOR ACTION OIiginatlng Department Public Works Approved for Agenda 11-8-99 Agenda Section Consent By: Guy Johnson By: Item No. 6.8 .RESOLUTION APPROVING CHANGE ORDER NO.3 TO CONTRACT WITH HARDRIVES, INC" FOR THE 42ND AVENUE STREET AND UTILITY IMPROVEMENTS (PROJECT 547) REQUESTED ACTION Staff is recommending that the Council approve a Change Order for the 42nd Avenue Street and Utility Improvement Project contract with Hardrives, Inc. The net result of the Change Order is a credit of $13,630.03 to the City. BACKGROUND Change Order NO.3 includes credit for work not constructed on the north side of 42nd Avenue since the easements could not be acquired from the property owners. The remainder of the change order includes miscellaneous claims by the contractor. These changes are as follows: A. Because the north side easements were not acquired, the trees intended for the boulevard were not planted, and the K Mart driveway was not relocated. However, the width of the sidewalk on the north side of 42nd Avenue, east of Xylon Avenue, was increased from 5' to T. B. Since the pedestrian lighting was deleted and changes to the electric service were made, the wiring scheme for the irrigation system serving the medians had to be modified. The deletion of the paving in the Xylon intersection caused the pipe layout to change as well. C. The storm sewer layout was modified in the field by Hennepin County inspectors in order to ensure soil compaction specifications were met. This modification required that the pre-cast manhole cut outs had to be relocated slightly. D. The contract called for subgrade excavation/granular backfill for stabilization of the subgrade. Geotextile fabric was placed in lieu of the subgrade excavation. TO: !( (.J, ,;;/;;t f j' /Ii.)! (/C; / /7 ;; j }' /- J /'~J -7} !'~ "1 SECOND BY...../7 ,L"n/i;/...)~}j!)Y7 /4 /:]630 () _":5 u&c-LtiYc,f) \ MOTION BY /~i , /'/;, : " ( {/.h :/"/, '; " /t/ -r_),,--/l~~,./~_ I:Rfa\Pubworks\547ChangeOrder 3 RFA-DOl Request for Action Change Order #3 - Improvement No. 547 November 8,1999 Page 2 E. Because Northern States Power Company did not complete its work as scheduled, the general contractor had to mobilize his crew one additional time. Compensation for this additional cost will be negotiated with NSP based on the contract between NSP and New Hope. F. The contractor encountered delays and additional work associated with the improvements to the water main in Winnetka Avenue. G. When the original entrances to Gethsemane Cemetery were removed, the granite walk between these entrances was realigned. H. The private electrical power to the City sign in the southwest corner of Xylon and 42nd Avenue was disrupted during the burial of the overhead utilities. The power to the sign was restored. FUNDING The net result of the Change Order is a credit of ($13,630.03) to the City. Funding sources for this project include the Water/Sewer Utility Fund, Storm Water Utility Fund, Joint Water Commission, City Bonding, funds from Hennepin County, Tax Increment Financing, and Assessments. ATTACHMENTS Change Order NO.3 and the resolution are attached. I:Rfa\Pubworks\S47ChangeOrder 3 CITY OF NEW HOPE RESOLUTION NO. 99- 173 RESOLUTION APPROVING CHANGE ORDER NO.3 TO CONTRACT WITH HARDRIVES INC. FOR THE 42ND AVENUE STREET AND UTILITY IMPROVEMENT PROJECT (PROJECT NO. 547) WHEREAS, the City has entered into a contract with Hardrives Inc., for the 42nd Avenue street and utility improvement project; and, WHEREAS, when the easements along the north side of 42nd Avenue were not acquired certain aspects of the plan were deleted, and, WHEREAS, during the course of this project, because of some of these plan changes and because of some of the site conditions encountered, certain changes to the original plan were necessary, and, WHEREAS, the City has received a cost proposal from Hardrives, Inc., to modify the terms of the contract to address these changes. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of New Hope, Hennepin County, Minnesota: 1, That the City Council hereby approves Change Order NO.3 to the contract with Hardrives Inc., and is credited the amount of $13,630.03. 2. That the City Manager is authorized to sign the Change Order No, 3 to the contract with Hardrives Inc. Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota this 8th day of November, 1999. ~uu ~L City Clerk 91Jb:i~ Mayor Attest: I:Rfa\Pubworks\547 change order NO.3 MEMORANDUM To: Guy Johnson From: Tom Fidler :( r:= Subject: Change Order #3 42nd Avenue - Street and Utility Improvements Project No. 547, Our File No. 34-98-186A Date: October 26, 1999 Attached is Change Order No.3 on the above referenced project. Several claims from the Contractor are discussed in the Change Order: Change Order No.3 includes credits for work not constructed on the north side of 42nd Ave. since the easements could not be acquired from the property owners. The remainder of the change order includes miscellaneous claims by" the contractor. These claims are described in the change order. The net result of the change order is a credit of($13,630.03) to the City. It is recommended that the City approve the change order. c: Daniel Donahue Tom Schuster' MAH/DDB 4401 Xylon Avenue North New Hope, Minnesota 55428-4898 www.ci.new-hope.mn.us City Hall: 612-531-5100 Police: 612-531-5170 Public Works: 612-533-4823 TOO: 612-531-5109 City Hall Fax: 612-531-5136 Police Fax, 612-531-5174 Public Works Fax: 612-533-7650 November 9, 1999 Hardrives, Inc. 14475 Quiram Drive Rogers, MN 55374-9461 Subject: Change Order No.3 - Improvement Project No. 547 Enclosed are two fully executed copies of the above-referenced Change Order for your records. Please forward one copy to your bonding company. This change order in the amount of ($13,630.03) was approved by the New Hope City Council at its meeting of November 8, 1999. If you have any questions, please contact me. Sincerely, idmL Valerie Leone City Clerk, CMC enc. cc: Guy Johnson, Director of Public Works Mark Hanson, BRAA (File No. 34-98-186A) Family Styled City For Family Living ~ Bonestroo -=- Rosene "till Anderlik & 1 \J ~ Associates Engineers & Architects O\\11er: City of New Hope, 4401 Xylon Ave N, New Hope, lvlN, 55428-4898 Date October 26, 1999 Contractor: Hardrives Inc, 14475 Quiram Dr, Rogers, lvlN, 55374-9461 Bond Aon Risk Services, Inc., 4000 W Olson Mem. Hwv Golden Valley, !vIN, 55422 Bond No 018-89-60-60 CHANGE ORDER NO.3 42ND AVE. N. (CSAH 9) STRT. & UTIL. IMPROVEMENTS CLIENT PROJECT NO.547 HEN"NEPIN COU"NTY PROJECT NO, 9622 BRA File No. 34-98-186A This shall be compensation in full for all work described below. A. North Side Easements not Acquired The quantity of boulevard trees/streetscape elements were modified such that unit price adjustments were warranted. The sidewalk width on the north side \vas increased from 5' to 7' because it was constructed adjacent to the curb, Reconstruction of the K-Mart driveway was deleted. B. I~rigation ~Iodifications wiring for the pedestrian/street lighting was deleted causing the electric service to change, the intersection paving in Xylon Avenue was deleted causing the pipe layout to change, and the public/private water service to Gethsemane Cemetery \vas better defined. C. Storm Sewer Modifications The storm sewer layout was modified in the field by Hennepin County inspectors such that the pre-cast manhole cut- outs had to be relocated, D. Subgrade Fabric The contract provided for sub grade excavation/granular backfill for stabilization of the sub grade. Geotextile fabric \vas placed in lieu of sub grade excavation. E. NSP Delay The contractor had to mobilize one additional time due to delays by NSP. This cost will be recovered from the payment to NSP based on the contract between NSP and New Hope, F. Winnetka Watermain Improvements The contractor encountered delays and additional work associated with restrictions in do"mstream storm sewer pipes in Co. Rd. 9 and at Old Dutch Pond. The contractor \vas able to construct the new watermain with fewer fittings based on a revised alignment because of a change in the construction traffic control plan, G. Realign Gethsemane Granite walk The old entrances to Gethsemane Cemetery were removed. A granite walk between these entrances was realigned. H. Power to City Sign Electrical power to the City sign southwest of Xylon Ave was removed during NSP's work to bury their overhead Contract Unit Total No, Item Unit Quantity Price Amount Change Order No, 3 A. North Side Easement not Acquired Waste Receptacle EA -1 $1,110.00 ($1,110.00) 2 Waste Receptacle (delivered) EA $850,00 $850.00 3 Concrete walk special m1 233.4 $39.80 $9,289.32 ChangeOrder 3,:\15 Contract Unit Total No. Item Unit Quantity Price Amount "a 4 Bench - 1.82 meter EA -2 $1,690.00 ($3,380.00) 5 Precast concrete pavers m2 -170 S66.50 ($11,305.00) 6 Deciduous Tree 60 mm Cal B&B EA -136 $226.00 ($30,736.00) 7 Deciduous Tree 60 mm Cal B&B EA 82 5300.1 j $24,612.30 8 Ornamental Tree 40 mm Cal B&B EA -20 $172.00 (S3,440.00) Total Part A - ($ 15,219,38) A2. K-Mart Driveway 9 Remove bituminous pavement m2 -1500 $2.30 ($3,450.00) 10 Common Excavation (EV) m3 -400 $9.15 ($3,660.00) 11 Aggregate base, Class 5, 100% crushed -400 $8.60 (S3,440.00) 12 Type 4 I bituminous wear course -150 $3000 ($4,500.00) 13 Type 31 bituminous base course -150 S26.90 ($4,035.00) 14 Modular block retaining wall m2 -13 $210.00 ($2,730.00) 15 Relocate hydrant EA -1 $755.00 ($755.00) 16 150 mm DIP water main, Class 52 m -5 $105.00 ($525.00) 17 Concrete curb and gutter, Design B6 I 2 m -200 $2350 ($4,700.00) Total Part A2 - (S27,795,OO) B. Irrigation Modifications 18 Install water service and valves LS $5,095.92 $5,095.92 19 Valve cut-in EA $1,500.00 $1,500.00 20 40 mm Type "K" copper water service m -65 $68.00 ($4,420,00) 21 Service cabinet EA $563.50 $563.50 22 25 mm non-metallic conduit m 36 $15.99 $575.64 23 Direct Buried Wire (2/C #10 AWG wi groundwire type ill) m 330 $9.78 $3,227.40 24 Direct Buried Wire (3/C #2 A WG wi groundwire type USE) m 40 $40.25 $1,610.00 Total Part B - S8,152.46 C. Storm Sewer Modifications 25 Modify drainage structure EA 7 $450.00 $3,150.00 Total Part C - $3,150.00 ChangeOrder3.xls Contract Unit Total No, Item Unit Quantity Price Amount .. D. Subgrade Fabric 26 Geotextile fabric, Type V m1 2519 $1.25 $3,148.75 Total Part D - S3, 148,75 E. NSP Delay 27 Mobilization LS $6,500.00 $6,500.00 Total Part E - S6,500.00 F. Winnetka Watermain Improvements 29 Storm sew.er plugs UDAY 3 $268.47 $805.42 30 Labor for Utility contractor HR 6 $787.60 $4,725.60 31 Labor for Street contractor HR 6 $385.00 $2,310.00 32 Ductile iron tittings kg -324.00 $245 ($793.80) 33 Polystyrene insulation m1 14.87 $27.63 $410.82 Total Part F - S7,458.04 G. Realign Gethsemane Granite walk 34 Salvage Granite Walk LS $232.50 $232.50 Total Part G - S232.50 H. Power to City Sign 35 Direct Buried Wire (2/C #10 AWG wi groundwire type UF) ill 47 $15.80 $742,60 Total Part H - S742.60 Total Part A - ($15,219.38) Total Part A2 - ($27,795.00) Total Part B - $8,152.46 Total Part C - $3,150.00 Total Part 0 - $3,14875 Total Part E - $6,500.00 Total Part F - $7,458.04 Total Part G - $232.50 Total Part H - $742.60 Total Change Order No.3 (S 13, 630. 03) ChangeOrder3.x1s Original Contract Amount " Clange Order 1 Change Order 2 This Change Order Revised Contract Amount (including this change order) $1,924,869.20 ($171,861.55) $16,060.80 ($13,630,03) $1,755,438.42 Recommended for Approval by: BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. Date: Approved by Contractor: HARDRIVES INC Approved by Owner: CITY OF NEW HOPE ~~~'L\~ ;/B~ cc: O\\ner Contractor Bonding Company Bonestroo & Assoc. Chang~Order3,xls Original Contract Amount ". Clange Order 1 Change Order 2 This Change Order Revised Contract i\.mount (including this change order) $1,924,869,20 ($171,861.55) $16,060,80 ($13,630.03) $1,755,438.42 Recommended for Approval by: BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. Date: Approved by Contractor: HARDRIVES INC Approved by Owner: CITY OF NEW HOPE ~~rc\~ ;/D~ ce: O\\ner Contractor Bonding Company Bonestroo & Assoc. ChangoOrdor3,xls OFFICIAL FILE COPY Report For 42nd A venue, Xylon A venue, 45th A venue Street, Streetscape, and Utility Improvements City Project Noo 547 New Hope, Minnesota File No" 34...98",186 November, 1998 Bonestroo Rosene AnderJik & Associates Engineers & Architects i'J.. '"" /1./ '/ \~ Bonestroo Rosene Anderlil< & Associates Bonesrroo, Rosene, Anderlik and Associates. Inc is an Affirmative Action./Equal Opportunity Employer Principals: Otto G. Bonestroo. P.E. . Joseph C Anderlik, P.E. . rvlarvin L SorvaJa, FE. " Richard E. Turner, PE. . Glenn R. Cook, P.E. " Roben G. Schunicht, r.E. . Jerry A.. Bourdon. P.E. . Robert V/ Rosene, P.E. and Susan M. Eberlin, C.PA., Senjor Consultants Associate Principals: Hov..'ard A. Sanford, PE. . Keith A. Gordon, PE. . Roben R. Pfefferle, PE. . Richard 'Vi. Foster, RE. . David O. Loskot3. PE. e Robert C. Russek, ,.';.LA. . Mark A. Hanson, PE. " Michael T. Raurmann, PE. . Ted K.Field, PE. . Kenneth P. Anderson, PE. . Mark R. Rolfs, PE. . Sidney P. VJil/iamson, PE., L.S. . Robert F. Korsmirh . Agnes jvi. Ring. ivlichael P. Rau, RE. . Allan Rick Schmidt. P.E, Engineers & Architects October 30, 1998 Offices: St. Paul. Rocheste~. \l'ji!lmar and Sr. Cloud. ,\;11-..' . IvliJv/lukee. \VI V:!ebsite: \v\v'vv.bonestrOO.co/ll City of New Hope 4401 Xylon Avenue N New Hope, ?vlN 55428 Re: 42nd Avenue, Xylon Avenue, 45th Avenue Street, Streetscape, and Utility Improvements City Project No. 547 BRA File No. 34-98-186 Dear Mayor and Council: Attached is our report for 42nd Avenue, Xylon Avenue, 451h Avenue Street, Streetscape, and Utility Improvements. Proposed streetscape, street, and utility improvements are presented and discussed "\vithin the report along with detailed cost estimates and a preliminary assessment roll. The proposed improvements are in accordance with the Streetscape Master Plan dated June 1998 for the City Center m"ea. We will be pleased to meet with the Council and other interested parties at a mutually c.onvenient time to discuss the repolt. Sincerely, B, 0 NESTROO,' ROjJ:E , ANDERLIK & ASSOCIATES, me. I 1 II/' !i1 ~ 1/- / CiW'.# v- Mark A. Hanson MAH:lab Enclosures I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the St;r:;i!t~r- I~fu~ A. Hanson Date: October 30. 1998Registration No. 14260 2335 West Highway 36 iI St. Paul, MN 55113 III 612-636-4600 s F(-Ix: 612-636-1311 TABLE OF CONTENTS Letter of TransmittaL............. ........................................................................ 1 Table of Contents ... ......................... .......... .................... ................................ 2 Introduction .... ... ... ...... ... ... ..... .... ............... ....... ..... .......... ,... ...... .... ........ .........4 New Hope City Center Streetscape Framework Plan Figure I..................... 5 Street Improvements - Phase I Figure 2 ..................................................... 6 Recomlnendations ......................................................................................... 7 Feasibility, Necessity, and Cost Effectiveness.............................................. 11 Discussion..................................................................................................... 12 Pari 1 - 42nd Avenue Improvements Street.... ...... ................. ........... ... ............... ......... ....... ........ ................... 12 Streetscape ....... ............................. ..... ................. ............ .................... 12 Utility.... ............. ......... ........................................................... ............. 13 Part 2 - Xylon Avenue/45th Avenue/Civic Center Park Improvements Street.................. ................................................................................. 13 Streetscape .......................................................................................... 14 Utility.................................................................................................. 14 Ballfield Grading................................................................................ 15 Easelnents............................ .......................... .......... ................ ................ ...... 16 Permi ts........................................................................................................... 17 Cost Estimate. ...... ............................... ....... ....... ................. ............. ......... ..... 18 Area To Be included ..................................................................................... 19 Assessments..... ..... ....... ...................... .................... ................. ...................... 20 Revenue Sources......... ............................. ................. ....... ....................,........ 22 Annual Maintenance........................... .............................. ....... ..... ... ............. 23 Project Schedule............ ................... ................ ....... ....... ..... ....... ..... ........ ...... 24 Appendix A Appendix B Appendix C Preliminary Cost Estimate Preliminary Assessment Roll Preliminary Maintenance Charge 421!d Avenue, Xylon Avenue, 451h Avenue Street, Streetscape, and Utility Improvements 2 Figures Part 1- 42nd Avenue Improvements - Figures 3-11 Figure 3 Street Section - 42nd Avenue Figures 4-6 Street Layout - 42nd A venue Figures 7-8 Streetscape - 42nd Avenue Figures 9-11 Utility - 42nd Avenue Part 2 - Xylon A venue/45th A venue/Civic Center Park Improvements Figure 12 Street Section - Xylon Avenue/45th Avenue Figures 13-15 Street Layout - Xylon Avenue/45th Avenue Figures 16-18 Streetscape - Xylon Avenue/45th Avenue Figures 19-21 Utility - Xylon Avenue/45th Avenue Figure 22 Figure 23 Civic Center Preliminary Master Plan Ballfield Grading Civic Center Park Assessment Figure 24 Street Assessment Existing Condition Figures 25-30 Existing Street Layout - 42nd A venue, Xylon A venue, 45th A venue 42nd Avenue, Xylon Avenue, 451h Avenue Street, Streetscape, and Utility Improvements 3 Introduction The City of New Hope, in the fall of 1997 and though the winter of 1997-1998, formed a task force to reVIew streetscape improvements in the City Center area as recommended in the Concept Report for 42nd Avenue Street/Intersection Improvements dated September 1997. Through that effort, a Streetscape Master Plan dated June 1998 was prepared and presented to the City Council in the summer of 1998. The Streetscape Master Plan reviewed improvements for all of 42nd Avenue, portions of Winnetka Avenue (40th to 45th Avenues), 45th Avenue (east of \Vinnetka Avenue) and Xylon Avenue (42nd to 46th Avenue) as shown on Figure 1 - New Hope City Center Streetscape Framework Plan. The Framework Plan was divided between Phase I and Future Phases. This report presents the proposed improvements for Phase 1. The Phase I Street Improvements are shown in a general way on Figure 2 and in more detail on Figures 3 through 21 located at the back of this report. For purposes of this repOli, the Phase I Improvements have been divided into two parts as follows: Phase I - Street, Streetscape, and Utility Improvements Part 1 42nd A venue Part 2 Xylon Avenue/45th Avenue/Civic Center Park As noted, Part 2 references Civic Center Park. The improvements for Civic Center Park include regrading the two (2) existing ballfields north of the hockey rink in accordance with the Civic Center Park Master Plan. The Civic Center Preliminary Master Plan was developed in the spring of 1998 in conjunction with the Citizen Advisory Commission and is shown on Figure 22 located at the back of this report. The more detailed improvements are shown on Figure 23. The regrading of the ballfields can most efficiently be done in conjunction with the Phase I Improvements for Part 2 - Xylon Avenue and 45th Avenue. 42"d A venue, Xylon A venue, 45th A venue Street, Streetscape, and Utility Improvements 4 I. =n:Jn~J::l I c- 9 '" - E:C: ~ If. r:3:5 ~ ~: ~ =-:::: 0 !f ~ c::> ~ ~ ~ ~. ~ ~ ~ ~ ~ 2,-- ~ 'C"D .: ...",.. :; ,< .~ o ; li) n , 1--" <'"""!" -< n (1:. ;:::i ....-- C"D l--.: Cf.1 .......... ,...., c-D C"D .......... Cff) ("":J t<\-: ..... '-' C"D ,~ :p:5 S li) .."..' < o .....; ~1 ' ~ ~ p:, :::::> ,..:' ..,; 0,;'-' 'J. 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L90LLl 1--, I IOCi'9iT ! i I 0 i (('9LZ.. ~ i - ~- i I ::; '" + o ;; + ~ + o ~ + g ~ + o OJ o + :r o + x I o N o , ('oJ ro ~I U1 9<; }~ ~ ,r;C;:;M")o.~ .:X;C:~~~Q J;';O S;:~;;tpJ\f 9 ~15u;; sa~epossv If\I. ~ )Hpapu'tj ~ aUaSD1:f B:II OO..qS6tJOg rvr I I OJI <Oi ,.... ""'j u,_L_I__,'L,~ _ N ~I Ni 01 ,...., ,.... ~I N __"____1 ~I ! OFFICIAL FILE COpy I I, .:, J. Specifications 42nd Avenue North (CaS 9) Street and Utility Improvements CSAP 27=609=28 - Winnetka venue to Boone net N"', !if) ~. ;;.' : \,190 Minnesota FebruarY91999 VOll NT 3 AI 90 11 or Jrilie 1 O. q,= ~o= 100 .=---==~._- AnderUk & A$sodates Engineers & Architects j f14 Bonestroo e Rosene 't\lI Anderlik & ~ \J ~ Associ ates Engineers &. Architects O\\ner: City of New Hope, 4401 Xylon Ave N, New Hope,:MN 55428-4898 Date May 3, 1999 Contractor: Hardrives lnc, 14475 Quiram Drive, Rogers,:MN 55374 Bond Company: Bond No, CHANGE ORDER NO.1 42nd AVENUE NORTH (CSAH 9) CITY PROJECT NO, 547 HENNEPIN COUNTY PROJECT NO, 9622 BRA FILE NUMBER: 34-98-186A Description of Work The follo\'1ing reviews costs associated ~ith deleting various parts of the project. Part A - deleting various parts of the project and Part B increases to items due to the deletions in Part A. Contract Unit Total No, Item Unit Quantity Price Amount Part A - Delete Ornamental railing m -107 $397,00 ($42,479,00) 2 Brick column - small EA -5 $2,450,00 ($12,250,00) 3 Brick column - large EA -4 $3,160,00 ($12,640,00) 4 Concrete crosswalk - special m2 -880 $72,75 ($64,020,00) 5 Remove concrete pavement m2 -1000 $8.40 ($8,400,00) 6 Common excavation m3 -520 $9,15 ($4,758,00) 7 Select granular borrow m3 -240 $18.00 ($4,320,00) 8 Aggregate base, Class 5, 100% crushed -315 $8,60 ($2,709,00) 9 Aggregate base, Class 3 -420 $8,20 ($3,444,00) 10 tv1ill bituminous surface m2 -3000 $1.50 ($4,500,00) 11 Bituminous material for tack coat L -690 $0,30 ($207,00) 12 Type 41 bituminous wear coarse -395 $30,00 ($11,850,00) 13 Loop detector EA -1 $475,00 ($475,00) 14 Adjust frame and ring casting EA -3 $250,00 ($750,00) 15 Adjust gate valve box EA -1 $200,00 ($200.00) 16 100 mm double solid line yellow - epoxy m -169 $5,05 ($853.45) 17 300 mm solid yellow line m -7 $10,50 ($73,50) 18 600 mm stop line white - polypreformed m -11 $57,00 ($627,00) ChangeOrderl.x1s Contract Unit Total No. Item Unit Quantity Price Amount 19 100 nun solid white line - epo>..)' m -28 $2.40 ($67,20) 20 Pavement message (It. Arrow) polypreformed EA -1 $280,00 ($280,00) 21 Deciduous shrub #2 container EA -543 $32,00 ($17,316,00) 22 Perennial # 1 container EA -664 $11.00 ($7,304,00) Total Part A - Delete ($199,583,15) Part B - Add ?~ Bituminous material for tack coat L 180 $0,30 $54,00 --' 24 Type 41 bituminous wear coarse 102 $30,00 $3,060.00 25 Zebra crosswalk - white po1ypreformed m2 110 $130,00 $14,300,00 26 Full depth repair m2 292 $35,30 $10,307,60 Total Part B - Add $27,721.60 Total Part A - Delete ($199,583,15) Total Part B - Add $27,721.60 Total Change Order No, 1 ($171,861.55) ChangeOrder! ,xls Original Contract Amount Previous Change Orders This Change Order Revised Contract Amount (including this change order) Recommended for Approval by: BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, me. g~Qfr Date: $1,924,869,20 $0.00 ($171,861.55) $1,753,007,65 Approved by Contractor: HARDRIVES mc Approved by Owner: CITY OF NEW HOPE r ~ccl~ cc: Owner Contractor Bonding Company Bonestroo & Assoc, ChangeOrder l,xls jllj Bonestroo R Rosene ~ Anderli/< & 1 \11 Associates Engineers & Architects ADDENDUM NO.4 42ND AVENUE NORTH (C.S.A.H. 9) STREET AND UTILITY IMPROVEMENTS CITY PROJECT NO. 547 HENNEPIN COUNTY PROJECT NO. 9622 BRAA FILE NO. 34-98-186 STATE AID PROJECT NO. 27-609-28 NEW HOPE, MINNESOTA March 1, 1999 Opening Time: Opening Date: 11:00 a.m., C.S.T. Wednesday, March 3, 1999 Addendum No.4 Bidder shall acknowledge receipt of this Addendum on the Proposal form. Bid Date Due to State Approvals, the bid date for 42nd Avenue North Street and Utility Improvements has been extended from Tuesday, March 2, 1999 to Wednesday, March 3, 1999 at 11:00 A.M., C.S.T. If you have any questions on this project, please call Dan D. Boyum at (651) 604-4829. Bonestroo, Rosene, Anderlik and Associates, Inc. 2335 West Highway 36 St. Paul, Minnesota 55113 (651) 636-4600 341 86A - FAXED No attachments ADDENDUM NO, 4 Bonestroo Bidder Rosene Anderlik & Address Associates City, State, Zip Total Base Bid Telephone Number Fax Number ADDENDU!\1 NO.3 42nd Avenue North (C.S.A.H. 9) STREET AND UTILITY IMPROVEMENTS CITY PROJECf NO. 547 HENNEPIN COUNTY PROJECf NO. 9622 BRAA FILE NO. 34-98-186 STATE AID PROJECf NO. 27-609-28 NEW HOPE, MINNESOTA February 26, 1999 Opening Time: 11:00:00 AM, C.S.T Opening Date: Tuesday, March 2, 1999 Addendum No.3 Bidder shall acknowledge receipt of this Addendum on the Proposal form. Index Page I -1, Insert "Prevailing Wage Rates" and "EEO Special Provisions" after the Proposal. Page 1-1, Delete" Concrete Repair Plate A" and Insert "Pavement Replacement (Type D)" detail after Section 02750 Rigid Pavements. Page 1-2, Insert "Signing Details Sheet 1 of 2" after Section 02890 Traffic Signs and Signals. Proposal Page P-2(R) - Increase Granular Borrow (CV) quantity from 1000 to 3000. Page P-2(R) - Increase Subgrade excavation (EV) quantity from 1000 to 3000. Page P-2(R) - Decrease "Remove hydrant" quantity from 2 to 1. 34-98-186 A3-1 ADDENDillvI NO, 3 Page P-4(R) - Decrease 150mm gate valve and box from 5 to 1. Page P-5(R) - The "1200mm diameter sanitary maintenance hole" is the same item as the "1200mm dia. sanitary manhole"on plan sheets. Page P-6(R) - Item 138 - 2571.502. change "Deciduous tree 40 mm Cal B&B" to "Deciduous tree 60 mm Cal B&B". Page P-6(R) - Item 139 - 2571.503: Change "Ornamental tree 60mm Cal B&B" to "Ornamental tree 40mm Cal B&B". Special Provisions Page SP-28: Section 33.1.19. Measurements and Payments: Add the following information after the first paragraph: "REVISE SIGNAL SYSTEM at 42nd and Winnetka shall include the following: $ Relocate entire mast arm assembly and signal heads in SW quad to a new location. @ Replace 4 pole mounted signal heads 1 per mast arm with 12/12/12 and back plates - 4 mast arms at intersection. Only at this intersection signal heads be incandescent to match the rest of the signal. No LED lights will be used at this intersection. Ail signal heads at this intersection shall be incandescent Lights. (See MnDOT Spec 3834.2 for details.) e Replace 8 pole mounted ped head 2 per mast arm - 4 mast arms at intersection. Ped heads shall be LED and have hand/man indications." Page SP-39: Add the following: "44. (2231) BASE RECONDmONING: This work shall consist of patching open joints or cracks and surface irregularities in the existing pavement; placing wedges of bituminous patching mixture at faulted concrete pavement joints, and ramping around structures and utility valves as detailed in the plans, prior to the placement of the bituminous overlay. All work shall be completed in accordance with the provisions of MnDOT Spec. 2231, the following special provisions, and as directed by the Engineer. 44.1 All structures and utility valves which lie in milled areas shall be ramped with the Bituminous Patching Mixture prior to reopening those portions of the roadway to traffic. Ramping will not be required if the constructions schedule is such that all milling, patching, installing of cast iron adjustment rings and paving of the bituminous wear course are completed in one day and traffic is not permitted to drive on the milled surface with protruding castings. Ramps shall be at a minimum of 1: 10 slopes and be 20 mm below the top of the structures and valves. 34-98-186 A3-2 ADDENDUM NO, 3 Cast iron adjusting rings shali not be installed on the existing castings and valve boxes prior to the placement of bituminous ramps. The adjusting rings shall be installed immediately ahead of the paving operation on the same day the bituminous wearing course is placed. Traffic shali not be allowed nor shall it be directed to drive in lanes with adjusted castings and valve boxes protruding from the surface. 44.2 2231.2A is revised as follows: The Mix Designation Number for the bituminous patching mixture shall be 41LVA5000. 44.3 All cracks, joints and holes to be patched shall be cleared with a jack hammer or a milling machine and blown clear and dust-free by forced air (690 kPa minimum normal pressure) as directed by the Engineer prior to patching. Removal of the deteriorated areas may require the use of a small milling machine or hand work in addition to high pressure air blasting, as may be required by the Engineer. Depressions resulting after air blasting, sweeping or milling operations which are greater than 22 mm in depth and width, shall be filled with Bituminous Patching Mixture and compacted with a small vibratory or pneumatic roller. Placement of the patching mixture will not be permitted when the mixture has cooled to the point of unworkability and will not permit proper compaction. 44.4 Placement of the bituminous patching mixture, shall be as directed by the ,... . engineer. 44.5 The provisions of 2231. 3C are hereby deleted and replaced with the notes for the "Spa lied Joint Repair" in the plans. 44.6 The second paragraph of 2231.5 is deleted. 44.7 For Spalled Joint Repair with bituminous patching mixture, inplace joint seal materials shall be removed when the width of the joint exeeds 25mm. Unsound existing bituminous patch and/or concrete shall be removed as directed by Engineer. The mixture shall be placed approximately 6 mm above inplace pavement at the joint after compaction. Payment for this work shall be included in the bituminous patching mixture item, Tack coat shall be paid under a separate item. 34-98-186 A3-3 ADDEND1.JM NO.3 44.8 For Faulted joint Repair with bituminous patching mixture, the patching mixture at the faultedjoint shall extend horizontally a minimum of 0;6 m. Page SP-39 Add the following: 45. LABOR PROVISIONS AND PREVAILING WAGE RATES: 45.1 DIVISION A 45.1.1 GOVERNING SPECIFICATIONS The Minnesota Department of Transportation Standard Specifications for Construction, 1988 Edition and the Supplemental Specifications to the 1988 edition dated May 2, 1994, shall apply on this Contract except as modified or altered in the following special provisions. 45.1.2. LA.BOR PROVISIONS The Contractor shall have copies of these Labor Provisions on file at his/her job headquarters, and shall post a notice, approved by the Engineer, in a conspicuous place at the site of the work, informing his/her employees that these provisions are available for their inspection. Copies of these provisions can be secured from the State without charge. 45.1.3. Employment Classifications All employees on the project shall be classified as in one of the following four categories, according to the definitions given: (1) Executive or Administrative: Employees in this category shall be classified according to the definitions for Executive and Administrative employees as adopted by the Secretary of Labor, and in effect at the time of invitation for bids. (2) Skilled: Skilled labor shall include the operators of complex, heavy power equipment and skilled craftsmen at the journeyman grade. (3) Intermediate Grade: Intermediate grade labor shall include: (aYoperators of power equipment except: complex, heavy power equipment, trucks of 1-1/2 tons or less (manufacturer's rated capacity), tractors of less than twenty horsepower (manufacturer's rated capacity) and passenger cars; and (b) persons doing any other labor that requires considerable training and experience. (4) Unskilled: 34-98-186 A3-4 ADDE0.1J)u"M NO, 3 Unskilied labor shall include: (a) operators of trucks of 1-1/2 tons or less (manufacturer's rated capacity), operators of tractors of less than twenty horsepower (manufacturer's rated capacity), and operators of passenger cars; and (b) helpers of journeyman craftsmen and all other labor that requires no special skill or experience or the exercise of discretion or judgement. 45.1.4 Labor Information In the selection of labor, the Contractor may avail himself/herself of the services of the Minnesota State Employment Service. 45.1.5. Minimum Wage Rates The minimum hourly rates of wages required to be paid to the various laborers and mechanics employed by the Contractor and the subcontractors in the construction work on the contract shall be an amount equal to the sum of the basic hourly wage rate plus applicable fringe benefits as certified by the Minnesota Department of Labor and Industry for State Funded Construction Projects for the appropriate contract area. These rates have been determined by the Minnesota Department of Labor and Industry pursuant to the provisions set forth in Minnesota Statutes, Section 177.44. If no wage schedule is contained in the Contract, it is the responsibility of the Contractor to obtain a copy from the Minnesota Department of Labor and Industry prior to bidding. Fro,m the time an hourly employee is required to report for duty at the site of the work until he/she is released or allowed to leave the site of the work, no deduction shall be made from his/her time for any delays of less than thirty consecutive minutes. In the event the Contractor or subcontractor employs apprentice workers under the occupational training program of the State of Minnesota, Department of Education, or under the Division of Voluntary' Apprenticeship of the State of Minnesota, Department of Labor and Industry, or under the U.S. Department of Labor, Employment and Training Administration, Bureau of Apprenticeship and Training, he/she may pay wages to such apprentice workers at hourly rates approved by the appropriate agency despite the hourly rates specified in the schedule of wage rates to be paid to any classification of labor. The ratio of apprentices to journeyman level employees on the job site must not be greater than the ratio permitted for the Contractor's entire work force under the registered program. A Contractor or subcontractor may discharge his/her mInimum hourly rate obligation as defined above by (1) making cash payments to the employee plus payments to a bona fide employee's fringe benefit program, funded or unfunded, the sum of which is equal to the minimum hourly rate, or (2) making payments in cash to the employee in the amount equal to the minimum hourly rate. While the rates shown are the minimum hourly rates required for the life of this Contract, this is not a representation that labor can be obtained at these rates. It is the 34-98-186 A3-S ADDE~'Durvl NO.3 responsibility of bidders to inform themselves as to local labor conditions and prospective changes or adjustments of wage rates. No increase in the Contract price shall be allowed or authorized due to payment or rates more than those listed . All cash payments due to mechanics and laborers employed or working upon the site of the work shall be paid unconditionally, not less often than once a week, and without subsequent deductions or rebate on any account despite any contractual relationship that may be alleged to exist between the Contractor or subcontractor and such laborers and mechanics. The schedule shall be kept posted by the Contractor at the site of the work in a conspicuous place where it can be easily seen by the workers. The City of Plymouth may withhold or cause to be withheld from the Contractor part of the amount due to the Contractor as may be considered necessary to ensure payment ts> laborers and mechanics employed by the Contractor or any subcontractor on the work the full amount of the minimum hourly rates required by the Contract. 45.1.6 Prevailing Hours of Labor The Prevailing Wages for State Funded Construction Contracts issued by the Minnesota Department of Labor and Industry set forth the prevailing hours of labor as eight (8) hours per day and forty (40) hours per week. According to Minnesota Statutes Section 177.44, Subdivision 1, employees may not be allowed or required to work longer than the prevailing hours of labor unless the employee is paid for all hours more than the prevailing hours at a rate of at least 1-1/2 times his/her hourly basic rate of pay. The laborer or mechanic must be paid at least the prevailing wage rate in the same or most similar trade or occupation in the area. 45.1.7. Required Contract Provisions These Contract provisions shall apply to all work done on the Contract by the Contractor with his/her own organization and with the assistance of employees under his/her immediate superintendence and to all work done on the Contract by piecework, station work or by subcontract. The Contractor shall insert in each of his/her written subcontracts or purchase orders all stipulations contained in these Required Contract Provisions and a clause requiring his/her subcontractors to include these Required Contract Provisions in any lower tier subcontracts that they may enter, with a clause requiring the inclusion of these provisions in any further subcontracts that may in turn be made. The Required Contract Provisions shall in no instance be incorporated by reference. 34-98-186 A3-6 ADDE1\'Dillvl NO.3 A breach of any of the stipulations contained in these Required Contract Provisions may be grounds for termination of the Contract. 45.1.8. Statements and Payrolls A. Payrolls and payroll records: (1) Payrolls and basic records relating thereto will be maintained during the work and preserved for three years after that for all laborers, mechanics, apprentices, trainees, watch persons and guards working at the site of the work. (2) The payroll records shall contain name, social security number and address of each such employee, his/her correct classification, rates of pay, daily and weekly number of hours worked, deductions made and actual wages paid. Whenever it is found that the wages of any laborer or mechanic include the amount or any costs anticipated in providing benefits under a plan or program, the Contractor shall maintain records that show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been expressed in writing to the laborers or mechanics affected and records that show the costs anticipated or the actual cost incurred in providing such benefits. (3) The payrolls shall contain the following information: (a) The employee's full name, address and social security number. The employee's full name and social security number need only appear on the first payroll on which his/her name appears. The employee's address need only be shown on the first submitted payroll on which the employee's name appears, unless a change of address requires a submittal to reflect the new address. (b) The employee's classification. (c) Entries showing the employee's basic hourly wage rate and, where applicable, the overtime hourly rate. The payroll should show separately the amounts of employee and employer contributions to fringe benefit funds and/or programs. Any fringe benefits paid to the employee in cash must be shown. There is no prescribed or mandatory form for showing the above information on payrolls. (d) The employee's daily and weekly hours worked in each classification including actual overtime hours worked (not adjusted). (e) The itemized deductions made; and (f) The net wages paid. (g) The Contractor shall submit weekly all payrolls to the Engineer. The copy shall be accompanied by a statement signed by the employer or his/her agent showing that the wage rates contained therein are not less than those determined by the Department of Labor and Industry, and that the classification set forth for each laborer or mechanic conform with the work he/she performed, i.e., Form Mn/DOT 21658. 34-98-186 A3-7 ADDENDUM NO.3 (4) The Contractor shall make the records required under the labor standards clauses of the Contract available for inspection by authorized representatives of the City of Plymouth, and the Department of Labor and Industry, and shall allow such representatives to interview employees during working hours on the job. (5) The wages of labor shall be paid in legal tender of the United States, except that this will be considered satisfied if payment is made by negotiable check, on a solvent bank, which may be cashed readily by the employee in the local community for the full amount, without discount or collection charges of any kind. Where checks are used for payment, the Contractor shall arrange for them to be cashed and shaJl give information regarding such arrangements. (6) No fee of any kind shall be asked or accepted by the Contractor or any of his/her agents from any person as a condition of employment on the project. (7) No laborers shall be charged for any tools in doing their respective duties except avoidable loss or damage thereto. (8) Every employee on the work covered by this Contract shall be allowed to lodge, board and trade where and with whom he/she elects, and neither the Contractor nor his/her agents, nor his/her employees shall, directly or indirectly, require as a condi- tion of employment that an employee shall lodge, board or trade at a particular place or with a particular person. (9) No charge shall be made for any transportation furnished by the Contractor, or his/her agents, to any person employed on the work. (10) No individual shall be employed as a laborer or mechanic on this Contract except on a wage basis, but this shall not be construed to prohibit the rental of teams, trucks or other equipment from an individual. The prevailing wage rates for this project are attached. Section 01550 - Traffic Control Page 01550-1, 1.02.A. Add the following: "4. Spec. 3353 - Temporary Reflectorized Pavement Marking Tape" Page 01550-2, 1.04.A.2. Change "3 mf/ in this sentence to "3.35 m" 34-98.186 A3-8 ADDEJ\TJ)UM NO.3 Page 01550-3 PART 1 - GENERAL. Add the following sections: "1.06 PAVING AND MILLING OPERATIONS The Contractor shall provide and install "DO NOT PASSlf signs, and ItPASS WITH CAREIt signs prior to beginning any work that will remove any centerline pavement markings restricting passing. These signs shall remain inplace until the final centerline striping is completed. A ItDO NOT PASSIt sign shall be post mounted on the right side of the roadway at the beginning of each no passing zone and a "PASS WITH CARE" sign shall be post mounted on the right side of the roadway at the termination of each no passing zone, as directed by the Engineer. Payment for these signs shall be included in the lump sum payment for traffic control. In all locations where traffic will be directed or allowed to drive on any milled surfacel the following provisions shall apply: A. Milling operations shall be completed over the full width of the section under construction on each day's run prior to opening the roadway to traffic. B. The Contractor will be responsible for furnishing and installing temporary painted striping as directed by the Engineer. All costs incurred to provide temporary striping shall be incidental to the lump sum traffic control. C. The Contractor shall schedule milling and bituminous paving operation such that milled areas will be covered with binder course within 72 hours of completion of the milling, except for delays caused by inclement weather. D. Any drop-off where traffic will cross from or to the inplace surface or from or to the milled surface will be tapered and/or chamfered so as to proVide for the safe passage of traffic. E. The Contractor shall furnish and install ItROUGH ROAD AHEAD" and ItBUMplt signs with ItAdvisory Speed" plates at locations determined by the Engineer. Payment for these signs shall be included in the lump sum payment for traffic control. The Contractor shall maintain traffic with a minimum of delay during milling and paving operations at intersections controlled by signals or by all-way stop signs. The Contractor shall schedule construction operations so as to minimize traffic exposure to uneven lanes, milled edges, and edge drop-offs. Only after every attempt has been made to avoid these conditions and one or more of them are deemed necessary, the 34-98-186 A3-9 ADDENDUM NO.3 Contractor shall provide and maintain the appropriate traffic control in accordance with the "Longitudinal Drop-offs" detail in the Mf\1UTCp. The Contractor shall not mill any notches for surfacing tapers until immediately prior to paving, except that with the Engineer's permission, the Contractor may miil the notches and install and maintain temporary bituminous tapers to provide forthe safe passage of traffic until the surfacing taper is installed. Depending on tile Contractor's milling operation, during phasing, conflicting pavement markings shall be sandblasted as directed by the Engineer and shall be included in the lump sum payment for traffic control. "1.07 SIGNAL AND LIGHTING SYSTEMS During the period when any existing signal system is de-energized and the new signal system is energized, the Contractor shall furnish, erect, and maintain "STOP AHEAD" signs and "STOP" signs. The quantity and size of the temporary signs as well as their placement in the field shall be as directed by the Engineer. The Contractor shall furnish and install materials to keep these signs upright and stationary. No direct payment will be made for the use of these signs when required. The Contractor shall furnish, install, maintain, and remove them as an incidental traffic control expense. The signs shall remain the property of the Contractor. The Contractor shall not interfere with the operation of any traffic signal system, except as required by the Contract. The Contractor shall notify the Engineer at least 24 hours prior to beginning any work that will interfere with any traffic signal system or its detectors. " Page 01550-3, 2.01 TRAFFIC CONTROL DEVICES. Add the following: "e. Conform to Minnesota Standard Signs Manual Parts I, II, IlL" Page 01550-3, 2.01 TRAFFIC CONTROL DEVICES. Add the following: "D. Conform to Traffic Engineering Manual (Metric), Chapter 8, Appendix 8-8.02 and 8.04." Page 01550-3 PART 2 - PRODUcrS. Delete "3.04 BARRICADES" and Insert "2.04 BARRICADES" Page 01550-3, 3.01 GENERAL. Add the following: "G. Sandbags will be the only acceptable weight to stabilize traffic control devices. During freezing conditions the sand for the bags and impact barrels shall be mixed with a de-icer to prevent the sand from freezing. The sandbags shall be placed and maintained at the base of the traffic control devises, to the satisfaction of the Engineer." Page 01550-3, 3.01 GENERAL. Add the following: \\H. The Contractor shall provide protective devices necessary to protect traffic from excavations, drop-offs, falling 34-98-186 A3-10 ADDENDUM NO, 3 objects, splatter or other hazards that may exist during construction. This work shall be an incidental cost to the Contractor.11 Page 01550-3, 3.01 GENERAL. Add the following: "I. During the time of any traffic restrictions, the Contractor's equipment shall "follow in linel1 and shall use the roadway in a manner similar to all other traffic, unless otherwise authorized by the Engineer." Page 01550-3, 3.01 GENERAL. Add the following: "J. OSHA requires that all personnel working on or near a traveled roadway wear approved reflectorized safety vests." Page 01550-4, 3.02 If'v1PLEMENTATION. Add the following: "G. Subparagraph (b) of the first paragraph of 1710.2 is revised to read as follows: (b) To control and guide traffic through the project. At the end of each day during paving operations, the Contractor shall be required to place temporary refiectorized pavement marking tape, meeting MNjDOT Specification 3353, as lane delineation between all traffic lanes on each paving lift that is, or will be, open to normal traffic flow. The tape shall be two (2) meters in length and shall be placed at ten (10) meter intervals (8 meter gap), or as directed by the Engineer. Furnishing and placing of temporary pavement marking tape shall be an incidental expense for which no direct compensation will be made.11 Page 01550-A, 3.02 IMPLEMENTATION. Add the following: "H. Sheeting and reflectoization of traffic control devices shall be in accordance with the following: 1. All signs, paddles, barricades, drums, and vertical panels, including those used for daytime operations, shall be reflectorized. Cones and tubes shall be reflectorized if used at night. 2. The following rigid work zone traffic control signs and barricades shall be constructed of Wide Angle Prismatic Sheeting. a. Black on orange work zone traffic control signs; b. Orange and white Type I, Type II, Type III barricades; c. Orange and white vertical panels; d. Flagger Paddle (W21-X7); e. Detour route markers and route marker overlays; and f. All other rigid signs installed to control and direct traffic during construction and maintenance operations. 34-98-186 A3-11 ADDENDUM NO.3 3. To improve the conspicuity of critical work zone traffic control signs, Fluorescent Orange Wide Angle Prissmatic sheeting shall be used on the following: a. FLAGGER AHEAD (W20-7a); b. PILOT CAR FOLLOW ME (G20-4); c. ROAD WORK AHEAD (for mobile operations signs) W21-X4) and W21- X4 (auxiliary plate); d. Special signs for paint striping operations. e. SLOW sign used on the flagger paddle (W21-X7); f. DETOUR (M4-8), DETOUR (with arrow)(M4-9), DETOUR ARROW (M4- 10). Fluorescent diamond grade signs shall NOT be used in lieu of standard orange diamond grade signs unless it is determined, by the Engineer, that these signs require extraordinary emphasis. 4. Retroreflective sheeting for roll-up signs for short term operation and for flexible traffic control devices such as channelizers and cones shall continue to be Tentative Standards No.4 and 5 as detailed in Appendix 8- 8.02 to Chapter 8 of the Traffic Engineerina Manual.ll Page 01550-4, 3.02 IMPLEr'1ENTATION. Add the following: "1. During the tenure of the contract, the Engineer may require the Contractor to replace the reflective material (on both new and/or used traffic control devices) whose effectiveness, in the Engineer's opinion, has been substantially reduced from traffic or other causes." Page 01550-4, 3.02 IMPLEMENTATION. Add the following: "J. The following list contains those signs which are allowed to utilize demountable plate legends as detailed in the Standard Signs Manual: 1. RIGHT-CENTER-LEFT LANE CLOSED trailer sign (W20-Xl),2. RIGHT-LEFT LANE CLOSED sign (W21-X5), 3. RIGHT-LEFT TWO LANES CLOSED sign (W20-X13), 4. MERGE RIGHT-LEFT arrow sign (W20-X3), 5, LANE REDUCTION TRANSmON left or right (W4-2R or W4-2L), and 6. VEHICLE MOUNTED SIGNS FOR MOBILE OPERATIONS (Wzl-X4). All work zone signs not listed above shall have the legend directly applied to the sign face as detailed in specifications 3352.2A5c and 3352.2A5d." 34-98-186 A3-12 ADDE1',TDillYf NO.3 objects, splatter or other hazards that may exist during construction. This work shall be an incidental cost to the Contractor.ll Page 01550-3, 3.01 GENERAL. Add the following: "I. During the time of any traffic restrictions, the Contractor's equipment shall "follow in linell and shall use the roadway in a manner similar to all other traffic, unless otherwise authorized by the Engineer." Page 01550-3, 3.01 GENERAL. Add the following: \'J. OSHA requires that all personnel working on or near a traveled roadway wear approved reflectorized safety vests." Page 01550-4, 3.02 If'v1PLEMENTATION. Add the following: "G. Subparagraph (b) of the first paragraph of 1710.2 is revised to read as follows: (b) To control and guide traffic through the project. At the end of each day during paving operations, the Contractor shall be required to place temporary refiectorized pavement marking tape, meeting MNjDOT Specification 3353, as lane delineation between al! traffic lanes on each paving lift that is, or will be, open to normal traffic flow. The tape shall be two (2) meters in length and shall be placed at ten (10) meter intervals (8 meter gap), or as directed by the Engineer. Furnishing and placing of temporary pavement marking tape shall be an incidental expense for which no direct compensation will be made." Page 01550-A, 3.02 IMPLEMENTATION. Add the following: "H. Sheeting and reflectoization of traffic control devices shall be in accordance with the following: 1. All signs, paddles, barricades, drums, and vertical panels, including those used for daytime operations, shall be reflectorized. Cones and tubes shall be reflectorized if used at night. 2. The following rigid work zone traffic control signs and barricades shall be constructed of Wide Angle Prismatic Sheeting. a. Black on orange work zone traffic control signs; b. Orange and white Type I, Type II, Type III barricades; c. Orange and white vertical panels; d. Flagger Paddle (W21-X7); e. Detour route markers and route marker overlays; and f. All other rigid signs installed to control and direct traffic during construction and maintenance operations. 34-98-186 A3-11 ADDE1\TDUM NO.3 3. To improve the conspicuity of critical work zone traffic control signs, Fluorescent Orange Wide Angle Prissmatic sheeting shall be used on the following: a. FLAGGER AHEAD (W20-7a); b. PILOT CAR FOLLOW ME (G20-4); c. ROAD WORK AHEAD (for mobile operations signs) W21-X4) and W21- X4 (auxiliary plate); d. Special signs for paint striping operations. e. SLOW sign used on the flagger paddle (W21-X7); f. DETOUR (M4-8), DETOUR (with arrow)(M4-9), DETOUR ARROW (M4- 10). Fluorescent diamond grade signs shall NOT be used in lieu of standard orange diamond grade signs unless it is determined, by the Engineer, that these signs require extraordinary emphasis. 4. Retroreflective sheeting for roll-up signs for short term operation and for flexible traffic control devices such as channelizers and cones shall continue to be Tentative Standards No.4 and 5 as detailed in Appendix 8- 8.02 to Chapter 8 of the Traffic Engineerina Manual.ll Page 01550-4, 3.02 IMPLE~'1ENTATION. Add the following: "1. During the tenure of the contract, the Engineer may require the Contractor to replace the reflective material (on both new and/or used traffic control devices) whose effectiveness, in the Engineer's opinion, has been substantially reduced from traffic or other causes." Page 01550-4, 3.02 IMPLEMENTATION. Add the following: "J. The following list contains those signs which are allowed to utilize demountable plate legends as detailed in the Standard Signs Manual: 1. RIGHT-CENTER-LEFT LANE CLOSED trailer sign (W20-X1),2. RIGHT-LEFT LANE CLOSED sign (W21-X5), 3. RIGHT-LEFT TWO LANES CLOSED sign (W20-X13), 4. MERGE RIGHT-LEFT arrow sign (W20-X3), 5. LANE REDUCTION TRANSmON left or right (W4-2R or W4-2L)[ and 6. VEHICLE MOUNTED SIGNS FOR MOBILE OPERATIONS (Wz1-X4). All work zone signs not listed above shall have the legend directly applied to the sign face as detailed in specifications 3352.2A5c and 3352.2A5d." 34-98-186 A3-12 ADDE)\TDU1vf NO, 3 Section 02225 - Removals Page 02225-6, 3.03.C. Add the following: "5. Milling of the existing bituminous and concrete surfaces shall be accomplished in the roadways included in this Contract in accordance with the following: a. On a taper across each intersecting street as detailed and located in the plans. b. On a taper across mainline lanes as detailed and located in the plans. c. Transverse across the full width of the roadway for a 20 meter long taper at the beginning and ending termini of the project." Page 02225-8, 3.06.A.1. Add the following: IISawing done as part of phasing is incidental to sawing for removals. Removal sawing is based on transverse saw cuts at the two island areas storm and sewer crossings and crosswalks, as well as saw cutting along existing curb and at intersections. II Page 02225-9, 3.06.A.8. Add the following: "Where existing curb and gutter exists and not adjacent to concrete pavement, this bid item incorporates the removal of this curb and gutter (incidental to size of gutter) and will be paid by the per lineal meter." Section 02280 - Adjust Miscellaneous Structures Page 02280-3, 2.01. Add the following: "8. Cast iron - to be manufactured by Neenah or approved equal. Page, 02280-6, 3.07.A. Add the following: "Payment shall include any removal of existing cast iron adjusting rings and any new cast iron adjusting rings necessary for interim and final bituminous surface elevations." Section 02315 ~ Excavation and Fill Page 02315-5, 3.09. Add the following: IIF. A bid item is supplied for subgrade excavation (CV). Measurement will be by the cubic meter based on cross sections and include removal of poor material in pipe trench." Page 02315-5, 3.09. Add the following: IIG. A bid item is supplied for granular borrow (CV). Measurement will be by the cubic meter in place and includes being used for granular backfill in pipe trenches." Page 02280-6, 3.07.8. Add the following: "Payment shall include any removal of existing cast iron adjusting rings and any new cast iron adjusting rings necessary for interim and final bituminous surface elevations." 34-98-186 A3-13 ADDENDUM NO.3 Section 02510 - \'\iater Main Page 02510-2, 2.01.F. Delete this,item and insert: "F. All bolts shall be stainless steel. Page 02510-3, 2.02. Add the following: "G. All bolts in gate valve to be stainless steel or with Anti-corrosive coating." Page 02510-4, 2.04. Add the following: "1. All bolts in butterfly valve to be stainless' steel or with Anti-corrosive coating." Page 02510-5, 2.04.N. Delete this item and insert: "N. All bolts in hydrant to be stainless steel. Anti-corrosive coating on all restraint assembly." Page 02510-5, 3.02.A. Add the following: "To minimize disturbance to traffic and downtime on water usage, connections to existing water mains and pipe placement at 42nd Avenue and Winnetka may require, as directed by the Engineer, to be done during night-time hours (late evening/early morning)." Page 02510-9, 3.10 A. Add the following: "No additional payment will be made for night-time laying of pipe at 42nd and Winnetka, and this work shall be included in the cost of the piping." Page 02510-9, 3.10 D. Add the following: "No additional payment will be made for night-time connections at 42nd and Winnetka, and this work shall be included in the cost of the connection." Section 02630 - Storm Drainage Page 02630-2, 1.03 REFERENCES. Add the following: "c. Minnesota Department of Transportation, "Standard Specifications for Highway Construction," 1995 Edition (MnDOT Spec.): 1. MnDOT Spec. 2503 Pipe Sewers." Section 02635 - Subsurface Drainage Page 02635-1, 1.03.C. Add the following: "3. Sec. 2502 - Subsurface Drains." 02740 - Plant Mixed Bituminous Pave'ments Page 02740-2, 2.01.A.a: Add the following: Bituminous Patching Mixture shall be 41LVA50000. 34-98-186 A3-14 ADDE1'-.TIUM NO, 3 Section 02750 - Rigid Pavements Page 02750-2, 2. 0 LA, Delete "3A42H.E". Insert "3A32HE". Page 02750-2, 2.01. MATERIALS. Add the following: "F. Type A admixture shail be at the option of the Contractor and the approval of the Engineer. (Accelerators should generally not be used when the ambient air temperature exceeds 27 degrees Celcius)." Page 02750-2, 2.01. MATERIALS. Add the following: "G. The (A-8 gradation in Table 3137-1 of the MnDOT Specifications shall be modified to read 55-95% passing the 4.75 mm sieve. Page 02750-3, 3.03.A. Delete this sentence and Add the following: "A. Pavement Replacement - See Detail." Page 02750-3, 3.03.8. Delete this sentence and Add the following: "B. Requirements. " Page 02750-3, 3.03.B.3. Delete the last line of this paragraph and Add the following: Either non shrink grout or an epoxy anchorage (as approved by Engineer) shall be used for bonding reinforcing tie bars to inplace concrete. The drilled holes shall be clean and dry prior to any bonding agent placement. The bonding agent shall be fully set prior to placing concrete for repairs. Epoxy coating is required on all tie bars." Page 02750-3, 3.03.B.5, Delete this paragraph and add "5. Clean exposed face of concrete by air blasting. The bonding grout will require brushing or scrubbing (with a stiff bristle broom) into the inplace concrete. The grout shall be mixed by mechanical means. Concrete shall be placed immediately after grouting. If the grout whitens, sandblast and regrout. The life of the grout shall not exceed 1.5 hours. Page 02750-3, 3.03. Add the following: "c. Full depth repairs in concrete pavement will be made in locations directed by the Engineer including storm and sanitary sewer trench areas where adjacent existing concrete pavement is scheduled to remain. These repairs should be constructed to the same thickness of the existing concrete pavement. " Page 02750-3, 3.03. Add the following: "D. Concrete repairs shall not protrude beyond the original cross-section of the pavement by +J- 10 mm. The edges shall be formed or sawn. Page 02750-3, 3.04.8. Delete this sentence and Add the following: "All longitudinal and transverse joints shall be re-established in the same locations throughout all repairs by forming, sawing, or the use of inserts. All joints shall be re-established at 3mm wide by 75 mm deep. If sawing is used to re-establish joints, all joints shall be thoroughly 34-98-186 A3-15 ADDENDlJ1vl NO.3 cleaned by water flushing immediately after sawing. If inserts are used to re-establish joints, edging of the fresh concrete adjacent to all inserts shall be required. Removal of inserts will not be allowed within the first 24 hours except by sawing or as approved by the Engineer." Page 02750-4, 3.05.A. Delete this section and Add the following: "A. The concrete surface texture shall consist of brooming or the carpet drag specified in 2301.3L in the long direction of the repair. Metal-tine texturing will not be required." Page 02750-4, 3.05.8. Delete this section and Add the following: "B. All concrete pavement patches and repairs shall be cured in accordance with the "Blanket Curing fvlethod" specified in 2301.3M1." Page 02750-4, 3.08.C. Add the following to this item: "Payment at the unit price shall be compensation in full for all costs of constructing the full depth repair as specified, including but not limited to all costs of fine grading, forming, furnishing and replacing steel reinforcement, furnishing, spreading, screening, and finishing the concrete, re- establishing longitudinal and transverse joints, curing and protecting the concrete, together with any other costs incidental to the repair construction that are not covered by other items. Aggregate base will be paid under a separate bid item." Section 02810 - Irrigation System Page 02810-4, 2.01.E.1. Delete this section and Add the following: "1. A backflow preventer(s) shall be provided and installed between the irrigation system service and the new 40 mm water service. For bidding purposes, the location should be either in the island or ROW of 42nd Avenue. Section 02920 - lawns and Grasses Page 02920-1, 1.03. Add the following: "c. Minnesota Department of Transportation Turf Establishment Sr. Erosion Control Unit, Modified Seed Mixes Draft, November 1998." Section 02930 - Trees, Shrubs, Perennials Page 02930-11, 3.09. Delete Items D and E. 34-98-186 A3-16 ADDENl)UM NO, 3 Drawings Sheet 2: Make the following changes to Subgrade Excavation and Granular Borrow: ITEM UNIT TOTAL 27.609-28 Participating Non Non Non QUANT. Quantities (1) Participating Participating Participating 42nd 42nd Gethsemane K.Mart Boone Avenue Avenue. Driveway Driveway Avenue Streets Streets Pond Subarade excavation (ev) m3 3000 1440 1470 30 30 30 Granular borrow (cv) m3 3000 1440 1470 30 30 30 Sheet 2: Delete the third paragraph under General Bituminous Requirements in its entirety and insert the following: "Use tack cout between all bituminous courses, The bituminous tack coat material shall be applied at a unifoi-m rate of 0.23 L per m2 on bit. Surfaces and 0.46 L per m2 on concrete surfaces. The application rates are for undiluted emulsions (as supplied from the refinery) or MC and RC liquid asphalts. The asphalt emulsion may be further diluted in the field in accordance with Spec. 2357 and 2740. Cutback asphalt tack coats will not be permitted on concrete surfaces." Sheet 2: Under the Basis of Quantities Table, Change "0.14" to "0.23". Also add the line "0.46 L per m2 (Concrete)". Sheet 3A: Change 2571.501 "Deciduous tree 40mm 8&B" to 2571.502 "Deciduous tree 60mm B&B" to "2571.502 " Sheet 3A: Change 2571.502 "Ornamental tree 60mm B&8" to "Ornamental tree 40mm B&8". Sheet 13: Note 14. Change the "3 m" in this sentence to "3.35mff. Sheet 13: Add Note 6 to second set of notes as follows: "6. Temporary bituminous paving for traffic control during phasing shall be incidental to traffic controL" Sheet 19: Remove sheet in its entirety and insert revised sheet. Sheet 22: Remove sheet in its entirety and insert revised sheet. Sheet 22: Delete new hydrant and valve @ Boone on revised sheet. Walk will be adjusted to not affect hydrant. Sheet 24: Remove sheet in its entirety and insert revised sheet. 34-98-186 A3-17 ADDENDlTtvl NO, 3 Sheets 40 and 43: Change AIi mast arms to show the following: 1 pole mounted signal head and 2 pole mounted ped heads. Sheet 46: The un-named black square symbols along the interconnect are handholes, Sheets 47 and 48. Delete "epoxy" and insert "tape" on all arrows, 600 mm stop line, zebra crosswalk, and pavement messages (only) notes in plan and in Pavement Marking Tables for 42nd Avenue. Parking lot areas shall stiil be painted. Sheet L8: Change heights indicated on Detail 3/L8 from "3.75m" and ''3038mll to "1.13m" and "0.98m", respectively; Utility Attached please find drawings indicating the location of the telephone lines on the project that were not inciuded in the original drawings. If you have any questions on this project, please call Dan D. Boyum at (651)604-4829. Bonestroo, Rosene, Anderlik and Associates, Inc. 2335 West Highway 36 St. Paul, Minnesota 55113 (651) 636-4600 34-98-186 A3-18 ADDE:t\TDU1vl NO, 3 LABOR STANDARDS DIV. Fax:612-215-0104 Feb 24 '99 12:31 P.02 MINNESOTA DEPARTl>lRN,T OF LABOR AND INDUSTRY PREVAILING WAGES FOR STAT~ FUNDED CONS~RUCTION PROJECTS -------------~------------------- THIS NOTICE :MUST BE']?OSTED ON THE JOBSITE IN A CONSPICDOUS,PLACE ~-------------------------------- CONSTRUCTION TYPE: HIGHWAY AND HEAVY REGION Nm1BER: 09 COUNTIES WITHIN REGION: ANOKA-02, CARVER-IOI CHISAGO-13, DAKOTA-19, HENNEPIN-27, RAMSEY-52, SCOTT-70, WASHINGTON-82 EFFECTIVE: 981116 THIS PROJECT IS CO,\,TERED BY l1INNESOTA PREVAILING WAGE STATUTES. WAGE RATl!:S LISTBD BELOW ARE THE MINI~uM HOURLY RATES TO BE PAID ON THIS PROJECT. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEE1C SHALL BE PAID AT A RATE OF ONE AND ONE IffiLF (1 1/2) TI}1\'..ES THE BASIC HOURLY RATE. VIOLATIONS SHOULD BE REPORTED TO THE DEPARTMENT OF TRANSPORTATION, OFFICE OF CONSTRUCTION, TRANSPORTATION BLDG, JOHN IRELAND BLVD, ST PAUL, MN 55155 (6~1) 297-5716. ' REFER QUESTIONS CONCERNING THE PREVAILING WAGE RATES TO THE DEPART}mNT OF LABOR AND INDUSTRY, PREVAILING WAGE SECTION I 443 LAFAYETTE ROAD N, ST PAULT MN 55155. (651) 296-6452. EFFECT BASIC 'FRNGE TOTJ...L LABOR CODE AND C4~SS DATE R.~TE RATE RATE -------~------------~~-----~--------~---------~ ------ ---.....- ----- .-..---- 101 LABORER, CONI,rON (GEN LABOR WPJ\) 981116 18.25 06.29 24.54 990501 19.10 06.29 25.39 102 LABORER,SKILLED-ASST CRFT JRNYl1N 981116 18.25 06.29 24.54 990501 19.10 06.29 25.39 'If 03 r..A.BORER T L..:l\NDSCAP ING 981116 07.90 00.00 07.90 104 FLAGPERSON 981116 14.85 05.74 20.59 990501 15.70 05.74 21.44 105 WATCHPERSON 981116 14.85 05.74 20.59 990501 15.70 05.74 21. 44 106 BLASTER 981116 20.25 06.29 26.54 990501 21.10 06.29 27.39 107 PIPEr..AYER (WATER, SEWER & GAS) 981116 19.25 06.29 25.54 990501 20.10 06.29 26.39 108 TUNNEl: MINER 981116 18.95 06.29 25.24 ' 99050:l 19.80 06.29 26.09 \ ' LABOR STANDARDS DIV. Fax:612-215-0104 Feb 24 '99 12:31 P REGION NUMBER: U:1 .03 COUNTIES WITHIN REGION: ANOKA-02, C~VER~10f CHISAGO-13r D~OTA-19, HENNEPIN-27t ~mEY-621 SCOTT-70t WASHINGTON-82 EFFECTIVE-DATE: 981116 CLAS S : H EFFECT BASIC FRNGE TOTAL LABOR CODE AND CLASS DATE RATE RATE RA'I.'E -------~--------------------------------------- ------ ----- -.....--- ----- 109 UNDRGRND & OPEN DITCH LABOR (8 I ) 981116 18.70 06.29 24.99 990501 19.55 06.29 25.84 GROUP 1 981116 22.87 06.90 29.77 990501 23.67 07.00 30.67 201 HELICOPTER PILOT 202 CRANE WITH OVER 135-FOOT BOOM, EXCLUDING JIB 203 DRAGLINE, CRAWLERt HYDRAULIC BACKHOE AND/OR OTImR SIMILn.R EQUIPMENT WITH SHO'\lEL-TYPE CON'T'Rm.S THREE CUBIC YARDS AND OVER MA.:N'lJFACTURER'S RATED Cl<J?ACITY \204 FILE DRIVING WHEN THREE DRUMS ARE IN USE 205 TOWER CRfu""1E GROUP 2 981116 22.32 06.90 29.22 990501 23.12 07.00 30.12 206 CABLE"'wAY 207' CONCRETE MIXERr .STATIONARY PLk~ 208 DERRICK (GUY OR STIFFLEG) (POWER) (SKIDS OR STATIONARY) 209 DRAGLINE, CRAWLER, HYDRAULIC BACKHOE AND/OR SIMr~ EQUIPMENT WITH SHOVEL-TYPE CONTROLS I UP TO THREE CUBIC YARDS :M:ANUFACTURER' S RAT~D ,CAPACITY 210 DREDGE OR ENGINEERS, DREDGE (POv-ffiR) .AND ENGINEER 211 FRONT E11JD LOADER, FIVE CUBIC YARDS AND OVER 212 GRADER OR MOTOR PATROL 213 LOCOMOTIVE CRA}TE OPER~TOR 214 ~~XER (PAVING) CONCRETE PAVING, ROAD MOLE, INCLUDING MUCKING OPERATIONSt CONWAY OR SIMILAR pILE DRIVING 216 TRACTOR - BOOM TYPE 217 TRUCK CRANE - CRAWLER TYPE 218 TUGBOA'l' 100 H. P. AND OVER . .""1. \ GROUP 3 981116 22.14 06.90 29.04 990501 22.94 07.00 29.94 219 DUAL TRACTOR 220 ELEVATING GRADER 221 PUMPCRETE 222 SCRAPER - STRUCK CAPACITY 32 CUBIC, YARDS .AND OVER 223 SELF-PROPELLED TRAVELING' SOIL STABILIZER GROUP 4 981116 22.02 06.90 28.92 990501 22.82 07.00 29.82 224 AIR TRACK ROCK DRILL 225 ASPHALT BITUMINOUS STABILIZER PLANT 226' AUTOMATIC ROAD MACHINE (CMI OR SIMILAR) 227 BACKFILLER OPERATOR \ ' LABOR STANDARDS DIV. Fax:612-215-0104 Feb 24 '99 12:32 P REGION NUMBER: U~ .04 COUNTIES WITHIN REGION: ANO:fO..-02 r CARVER-:-I0 f CHISAGO-13, DMOTA-19" HENNEPIN-27, RAlvlSEY-62, SCOTT-70, WASHINGTON-82 EFFECTlv~-DATE; 981116 CLASS: H LABOR CODE AND CLASS EFFECT BASIC PRNGE TOTAL DATE RATE R..~TE RATE --~---------~---------------------------------- 228 CONCRETE BATCH P~~T 229 BITUMINOUS ROLLER (EIGHT TONS AND OVER) 230 BITU}IINOUS SPREADER AND FINISHING (POWER) 231 CAT TRACTORS WITH ROCK WAGONS OR SIMILAR TYPES 232 CHIP HARVESTER AND TREE CUTTER 233 CONCRETE MIXER ON JOBSITE 234 CONCRETE MOBIL 235 CRUSHING PLAllT (GRAVEL AND STONE) OR GRAVEL HASHING, CRUSHING AND SCREENING PLANT 23G CURD ~~CHINE 237 DOPE MACHINE (PIPELI~~) ,238 DRILL RIGS, HEAVY ROTARY OR CHURN OR CABLE DRILL \239 FORK LIFT OR STRADDLE CARRIER 240 FORK LIFT OR LUMBER STACKER 241 FRONT END LOADER, OVER ONE CUBIC YARD 242 HOIST ENGINEER (POWER) 243 HYDFL~ULIC TREE PLANTER 244 LAUNCHER PERSON (T~~ER PERSON OR PILOT LICENSE) 245 LOCOMOTIVE 246 MECHANIC - WELDER 247 MILLING, GRINDING, AND PLANING MACHINE 248 MULTIPLE MACHINES! SUCH AS AIR COMPRESSORS, WELDING MACHINES, GENE~~ORS, PUMPS 249 PAVE}ffiNT BREAKER OR TAMPING ]l~CHINE (POWER DRIVEN) MIGHTY MITE S!MILAR ~E 250 PICKUP SWEEPER, ONE CUBIC YARD ANP O\~R HOPPER CAPACITY 251 PIPELINE w~PING, CLEANING QR B~NDING }L~CHINE 252 POWER PLANT ENGINEER, 100 KWB AND OVER 253 POWER ACTUATED HORIZON~AL BORING MACHINE, OVER SIX INCHES 254 PUGMILL 255 RUBBER-TIRED Fi'.RM TRACTOR, BACKHOE ATTACHMENl' 256 SCRAPER, UP TO 32 CUBIC YARDS 257 SKID STEER LOADER, OVER ONE GUBIC YARD WITH, \ 'I f.. BA.CKHOE ATTACHMENT 258 SLIP FORM (POWER DRIVEN) (PAVING) 259 TIE TAMPER AND BALLAST MACHINE 260 TRACTOR, BULLDOZER 261 TRENCHING MACHINE (SEWER, WATER, GAS) 262 WELL POINT INSTALLATION GEOUP 5 981116 18.98 06.90 25.88 990501 19.78 07.00 26.78 263 AIR COMPRESSOR, 600 CFM OR OVER 264 BITUMINOUS ROLLER (UNDER EIGHT TONS) 265 CONCRETE DISTRIBUTOR AND SPREADER FINISHING MACHINE, LONGITUDINAL FLOAT, JOINT MACHINE, AND SPRAY 266 CONCRETE SAW (MULTIPLE BLADE) (POWER OPERATED) LABOR STANDARDS DIV. Fax:612-215-0104 Feb 24 '99 12:32 P 05 ~~G~U~ ~u~~~~; U~ . COUNTIES WITHIN REGXON: ANOKA-02, C~~VER-IO, CHISAGO-13, DAKOTA-19, HENNEPIN-27, ~~EY-62r SCOTT-70, WASHINGTON-82 EFFECTIVE-DATE; 981116 CLASS: H LABOR CODE AND CLASS EFFECT BASIC FRNGE TOTAL DATE RATE RATE RATE ------------------~~-----------~-~---~-~------- 267 FOP~1 TRENCH DIGGER (POWER) 268 FRONT END LOADER, UP TO AND INCLUDING 1 COBIC YARD 269 GUNITE GUNALL 270 h~DR~ULIC LOG SPLITTER 271 LOADER (BARBER GREENE OR SIMILAR TYPE) 272 POST BOLE DRIVING l~CHINE / POST HOLE AUGER 273 POw~R ACTUATED AUGER AND BORING MACHINE 274 POWER'ACTUATED JACK 275 PUMP 276 SELF-~ROPELLED CHJ~ SPRF.~nRR, (FLAHERTY OR SIMILAR) 277 SHEEP FOOT CO}~ACTOR WITH BLADE- 200 H.P. AND OVER 278 SHOulGDERING MACHINE (POWER) APSCO OR SIMtLAR TYPE INCLUDING SELF-PROPELLED SAND AND CHIP SPREADER 279 STUMP CHIPPER AND TREE CHIPPER 280 TREE F.ARr.~R (MACHINE) 281 BITUMINOUS SPREADER AND BITUMINOUS FINISHING MACHINE OPERATOR (HELPER) GROUP 6 981116 17.77 06.90 24.67 990501 18.57 07.00 25.57 I.: 282 CONVEYOR 283 DREDGE DECK ~~ 284 FIRE PERSON OR TANK CAR ~~TER 285 GRAVEL SCREENING PLANT (PORTABLE NOT CRUSHING OR WASHING) 486 GFEASER (TRUCK OR TRACTOR) , 287 LEVER PERSON 288 OILER (POWER SHOVEL, CRANE, DR.Z\.GLINE,.. CRUSHERS T AND MILL1.NG MACHINES 289 POWER SWEEPER 290 ROLLER ON GRAVEL COMPACTION 291 SELF-PROPELLED VIBRATING PACKET 292 SHEEP FOOT ROLLER \293 TRACTOR, WHEEL TYPEr OVER 50 H.P. 294 TRUCK CRANE OILER GROUl? 1 981116 19.30 04.80 24.10 990501 19.55 05.25 24.80 301 MECHANIC - WELDER 302 TRACTOR TRAILER DRIVER 303 TRUCK DR:tVER (HAULING MACHINERY tNCLUDING OPERATION OF HAND AND POWER OPERATED WINCHES) GROUP 2 981116 18.75 04.80 23.55 990501 19.00 05.25 24.25 304 ~OUR OR MORE AXLE UNITt STRAIGHT BODY TRUCK :,::,; LABOR STANDRRDS DIV. Fax:612-215-0104 Feb 24 '99 12:32 P 0 !;'~\;TJ.Ul'l NUl"WJ:-,K: V ';J . 6 COUNTIES WITHIN REGION: ANOKA-02, CARVER~10, CHISAGO-13, DAKOTA-19! HENNEPIN-27, RA}ffiEY~62, SCO~~-70, WASHINGTON~82 EFFECTIVE-DATE: 981116 CLASS: H EFFECT BASIC FRNGE TOTAL LABOR CODE AND Cr..;..~S S DATE RATE P~~TE R.2\..TE --------------------------------------.--------- -----..- ----- ----- ---......- GROUP 3 981116 18.65 04.80 23.45 990501 18.90 05.25 24.15 305 BITu~INOUS DISTRIBUTOR DRIVER 306 BITUMINOUS DISTRIBUTOR (ONE PERSON OPE~~TION) 307 T"rlREE AXLE UNITS . ' GROUP 4 981116 18.40 04.80 23.20 990501 18.65 05.25 23.90 308 BITUMINOUS DISTRIBUTOR SPRAY OPE~~TOR (REAR .AND OILER) ',309 DUMP PERSON 310 GREASER 311 PILOT ~~~ DRIVER 312 RUBBER-TIRED, SELF-PROPELLED PACKER 313 THO AXLE WnT 314 SLURRY OPERATOR 315 TANK TRUCK HELPER (GAS! OIL, ROAD, OIL, AND WATER) 316 TRACTOR OPERATOR: UNDER 50 H.P. 401 HEATING AND FROST INSULATORS 981116 20.48 14.09 34.57 402 BOILERMP~RS FOR RATE CALL 651-296-6452 404 CARPENTERS 981116 21.91 08.94 30.85 981116 22.16 08.26 30.42 990501 23.16 08.11 31.27 403 BRICKLAYERS 405 CARPET LAYERS (LINOLEUM) 406 CEMENT l<"...ASONS \407 ELECTRICIANS FOR RATE CALL 651-296-6452 981116 22.74 07.06 29.80 981116 24.05 11.63 35.68 990501 25.44 11.63 37.07 408 ELEVATOR CONSTRUCTORS FOR RATE CALL 651-296-6452 410 LATHERS FOR RATE CALL 651-296-6452 FOR ~~TE CALL 651-296-6452 409 GLAZIERS 413 LINEMAN 981116 15.23 05.46 20.69 981116 24.05 09.34 33.39 981116 22.94 07.22 30.16 411 GROUND PERSON 412 IRONWORKERS LABOR STANDRRDS DIV. Fax:612-215-0104 Feb 24 '99 12:33 P ~~lU~ ~U2W~~; V~ .07 COUNTIES WITHIN REGION: ANOKA-02,CARVER-10, CHISAGO-13r DAKOTA-19, HENNEPIN-27r RAMSEY-62, SCOTT-70, WASHINGTON-82 EFFECTIVE-DATE: 981116 CLASS; II EFFECT BASIC FRL"ifGE TOTAL LABOR CODE AND CLASS DATE RATE R.~TE RATE -------------~~-----------------~~-----------~-. ------ ----- ----- ----- 414 UILLWP.IGHT 981116 21.75 09.62 31. 37 990501 22.95 09.62 32.57 415 PAIN'l'ERS 981116 22.13 07.72 29.85 416 PILEDRIVER 981116 22.16 08.11 30.27 990501 23.16 08.11 31. 27 417 PIPE:FITTERS - STEAi"\fFITTERS 981116 23.52 10.87 34.39 418 PLASTERERS FOR R~TE CALL 651-296-6452 419 PLUMBERS 981116 22.19 10.84 33.03 \ 420 ROOFER FOR RATE CALL 651-296-6452 421 SHEET METAL WORKERS 981116 22.07 10.36 32.43 422 SPRINKLER FITTERS FOR RATE CALL 651-296~6452 423 TERRAZZO WORKERS FOR RATE CALL 651-296-6452 424 TILE SETTERS FOR RATE CALL 651-296-6452 425 DRYWALL TAPER FOR RATE CALL 651-296-6452 430 WIRING SYSTEM TECHNICIAN 981116 22.72 04.55 27.27 431 WIRING SYSTEM INSTALLER 981116 14.99 03.89 18.88 435 ASBESTOS ABATEMENT WOP~R FOR RATE CALL 651-296-6452 436 SIGN ERECTOR j:""OR RATE CALL 651-296-6452 ~!~\~Ir.r ~ ~ . ~ 3. ::: ~ I 1?- OF W~ Minnesota Department of Transportation MEMO Office of EEO Contract Management Mail Stop 170, First Floor 395 John Ireland Boulevard St. Paul, Minnesota 55155 Office Tel: (651 )297 -1869 Fax: (651)297-2158 December 28, 1998 To: Metro Division Engineer District Engineers Metro Division State-Aid Engineer District State-Aid Engineers Assistant State-Aid E~,ginen-Aid forr!-o~1 Transportation From: J. Maurice Fagin, De~u!l',~':~](hcuJ<~=/ Office of EEO Contract M~ Ii r -, ;; ; L.::> Subject: NOTICE OF CHANGE Revisions to the Equal Employment Opportunity (EEO) Special Provisions Attached is a new page (EEO Page 20) for inclusion in the Equal Employment Opportunity (EEO) Special Provisions dated 6/98, It replaces the current EEO Page 20, I have notified MNIDOTs Special Provisions Engineer Nancy Sannes and the new page will be inserted in future Mn/DOT contracts assembled through her office as soon as possible. The changes provide better instructions for filling out the EEO-13 form which is used by contractors and subcontractors on all types of projects (Federal-Aid, State-Aid, Delegated, etc.) Please notify all personnel in your District who use the EEO Special Provisions, or who may distribute the EEO Special Provisions to counties or municipalities for assembling contracts, about this change. If you are a State Aid Engineer, plea~e distribute this notice or change to all counties, municipalities.or consultant firms who may assemble contracts in your District. This change is effective immediately. Projects already advertised do not need to issue an Addendum. Thank you for your assistance. APPENDIX A INSERTION TO EEO SPECIAL PROVISIONS APPENDIX A must be included for projects with any amount of Federal funding, Use the chart to determine which version of Appendix A (short or long) to include. Type of Project State Projects Partial Federal Aid SP 00-000-00 Appendix A - Long Appendix A - Short No Appendix A x State Projects Partial Federal Aid SP 0000-0000 1\on-Metro Area X Metro Area X State Projects No Federal Funding SP 0000-0000 Pages 23-37 are omitted, so no Appendix A is needed. State Aid Projects MSAP, CSAP SAP 00-000-00 No Federal Aid Pages 23-37 are omitted, so no Appendix A is needed. " SIJ;".;j''IC;:'V I A LJCrAK I lYIC,"'; vr {KAi....;:.rVK 1."'- llVl" OFFICE OF EEO CONTRACT MANAGEMENT '':'-'1<11 I.j-I.\yl....n Rc\ i$cd 6 . APPENDIX A (Long version) REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION CONTRACTS The Required Contract Provisions for Federal-aid construction contracts, Form FH\V A - 1 273 (Rev. 4-93) is restated here for emphasis: Section IV, PAYMENT OF PREDETERMINED MINIMUM \VAGE Section ry.2, Classification 2. Classification a. The SHA contracting officer shall require that any class of laborers or mechanics employed under the contract, which is not listed in the wage determination, shall be classified in conformance with the \vage determination. b, The contracting officer shall approve an additional classification, wage rate and fringe benefits only \'lhen the follo\'ling criteria have been met: (1) the work to be performed by the additional classification requested is not performed by a classification in the wage determination; (2) the additional classification is utilized in the area by the construction industry; (3) the proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the \'lage rates contained in the \vage determination; and (4) with respect to helpers as defined in Section rV.4(c), when such a classification prevails in the area in which the work is performed. .... For implementation reference Section IV.lec), (d) and (e). The Required Contract Provisions for Federal-aid construction contracts, Form FH\VA-1273 (Rev. 4-93) is amended as set f01ih: Section V. STATEMENTS AND PAYROLLS In part c of Section V.2, Payrolls and Payroll Records, the term "furnish" in this context \vill be accomplished by the subcontractors, on the project, sending their certified payroll reports to the government's prime contractor. The prime contractor will then be required to send copies of both the subcontractor's and their own certification forms, MnJDOT 2l658A form, to the project engineer. The prime contractor will maintain at a readily accessible location acceptable to MnJDOT all the payrolls (both theirs and the subcontractors) during the course of the \vork and for a period of three years from the date of the completion of the contract, Mn/DOT, as the contracting agency, will still, upon demand, require the prime contractor to send to the project engineer copies of any or all contractor's certified payrolls [I-om an)' given project. EEO Page 37 ,VIINi'lt.::'UIA U!:.PAKIMt.NJ UJ- il{AN::'PUKIAIIUN OFFICE OF EEO CONTRACT i\1ANAGEMENT ::cial PnJ\ i~i...;, !\-:\'bl.:c; APPENDIX A (Short version) REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION CONTRACTS The Required Contract Provisions for Federal-aid construction contracts, Form FHW A-1273 (Rev, 4-93) is restated here for emphasis: Section IV. PA YMENT OF PREDETERMINED j\.lINEvlUlvl WAGE Section IV,2. Classification 2. Classification a. The SHA contracting officer shall require that any class of laborers or mechanics employed under the contract, which is not listed in the \','age determination, shall be classified in conformance \vith the \vage determination, b. The contracting officer shall approve an additional classification, wage rate and fringe benefits onlv \vhen the follo\',:ing criteria have been met: ~ . ~ (1) the work to be performed by the additional classification requested is not performed by a classification in the wage determination; (2) the additional classification is utilized in the area by the construction industry; (3) the proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination; and (4) with respect to helpers as defined in Section IV.4(c), when such a classification prevails in the area in which the work is performed. " For implementation reference Section IV.2(c), (d) and (e). EEO Page 37 Minnesota Department of Transportation Office of EEO Contract Management EEO_ "I Frovisions I<<:vised 6/98 EQUAL EMPLOYMENT OPPORTUNITY (EEO) SPECIAL PROVISIONS This section of Special Provisions contains the Equal Employment Opportunity (EEO) rules and regulations for highway construction projects in Minnesota which are Federally or State funded. The source of funding determines which EEO regulations and goals (Federal and/or State goals) apply to a specific project. When a project contains funding from both Federal and State sources, both sets of regulations apply, and the Minnesota Department of Transportation (MnlDOT) monitors and reviews projects at both levels. If the project contains any Federal funding, and has a total dollar value exceeding $10,000, Federal EEO regulations and goals apply (pages 2,5,6-7, 8-13, 14, 15-16,23-24,25-38). The MnlDOT Office of EEO Contract Management monitors and reviews these projects on behalf of the Federal Highway Administration (FHW A), under Federal statutes (23 USC 140) and rules (23 CFR 230). If the ,project -contains, any -State ,funding" and ,has, a total_dollar,,yalue ,exceeding -$100,000" StateEEO ' regulations-and.-goals-apply. (pages 2, 3, .4,,5,,8-13, ,15-16; ,21-22). .MnlDOT'-s Office ,of-EEG- Contract, Management monitors and reviews these projects in conjunction with the'Minnesota Department of H u:rnan.llights_llnder_ Minnes.ota, S,tatute_.363 .0.7.3 and,it,s .accompanying.mles. _ _ ' MpJDOT has established a single review and monitoring process which meets both Federal and State requirements. Please note that incentive payments are not available on S.A.P. projects, so Form EEO-14 is not applicable to those projects. Please note that Pages 23-38 of these Special Provisions may be omitted from projects with no Federal funding. CONTENTS '. Notice of Requirement for Affirmative Action. . . . . . . . . . . . , . . . . . . . . . . , . . . . . . . . . ., 2 Minnesota Affirmative Action Requirements . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . .. 3 Appropriate Work Place Behavior. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 4 Notice to All Prime and Subcontractors: Reporting Requirements .... . . . . . . . . . . . . . . . . .. 5 Specific Federal Equal Employment Opportunity Responsibilities ..'.. . . . . . , . . . . . . . . , .. 6 Standard Federal and State Equal Employment Construction Contract Specifications . . . . . . . . .. 8 Equal Opportunity Clause . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 Minority and Women Employment Goals Chart. . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . 15 Sample Summary of Employment Activity, Form EEO-12 . . .. . . . . . . . . . . . . . . . . . . . . , . . 17 Sample Monthly Employment Compliance Report, Form EEO-13 . . . . . . . . . . . . . . . . . . . , . . 19 Economically Disadvantaged Employee (EDE) Incentive Program, . . . . . . . . .. . . . . . . . . . . . 21 Economic Disadvantaged Employee Incentive Report, Form EEO-14 , . . . . . . . .. . . . . . . . . . . 22 On-The-Job Training Program: Trainee Assignment ..,....,........'.............. 23 Certification of On-the-Job Training Hours: Federal-Aid Projects . . , . . . . . . . . . . . . . . . . . . . 24 Required Contract Provisions: Federal-Aid Construction Contracts ..... . . . . . . . . . . . . . . . . 25 Required Contract Provisions: Federal-Aid Construction Contracts, Appendix A .,. . . . . . . . . . 38 EEG Page 1 SEO Special Provisions Revised 6/98 Minnesota Department of Transportation Office of EEO Contract Management NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EI\1PLOYl\1ENT OPPORTUNITY (23 use 140, 23 CFR 230 and I\1innesota Statute 363.073) 1. The offerer's or bidder's attention is called to the "Minnesota Affirmative Action Requirements" (EEO Page 3), the "Specific Federal Equal Employment opportunity Responsibilities" (EEO Pages 6-7), the "Standard Federal and State Equal Employment Opportunity Construction Contract Specifications" (EEO Pages 8-13), the "Equal Opportunity Clause" (EEO'Pages 14) and "Required Contract Provisions - Federal-Aid Construction Contracts" (EEO Pages 25-38), 2, The goals and timetables for minority and women participation, expressed in percentage terms for the Contractor's aggregate work force in each trade on all construction work in'the covered area, are .as. shown .on .EED. Pages. .15-:.16). , These,goaJs, are, applicable ,to all . theCbntractor's: construction ,work (whetlier or not, it..is -State'or ' State assisted, or Federal or federally assisted) performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, it shall apply the goals established, for such, geographical ,area where,the work,isactuaIly,performed,u " With regard to this second area, the Contractor also is subject to the goals for both its federally il1Volved and non-federally involved construction. The Contractor's compliance with the regulations in 41 CFR Part 60-4, and/or Minnesota Statutes 363.073 and MinIlesota Rules Part 5000.3520 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3(a) for Federal or federally assisted projects, and Minnesota Statute 363.073, and Minnesota Rules Part 5000.3540 for State or State assisted projects, and its efforts to meet the goals established for the geographical ar~a where the contract resulting from this solicitation is to be performed. The hours of minority and women employment and training must be substantially uniform throughout the length of the contract, and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority and women employees or trainees from contractor to contractor or from project to project for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, the Executive Order and th~ regulations in 41 CFR Part 60-4'for Federal or federally-assisted projects and/or Minnesota 'Statute '363.073 'and Minnesota' Rules Part' 5000: 3520 for state 'or state..: assisted projects. Compliance with ttie goals will be measured against the total work hours perf.ormed.. 3.. I Uhe. .contract is.fe.derally.. funded~. the. .contrac1D.r shalLprovide, .wruten.nutification_tQ lhe_Djr.e.ctOI_ of the Office of Federal Contract Compliance Programs within ten working days of award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. If the contract is state funded, the Contractor shall provide written notification to the Compliance Division, Minnesota Department of Human Rights, Army Corps of Engineers Centre, 190 E 5th Street, Suite 700, St. Paul, Minnesota 55101 within ten working days of award of any construction subcontract in excess of $100,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address and telephone number of the Subcontractor; employer identification number of the Subcontractor; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. 4. As used in this Notice, and in the contract resulting frC?m this solicitation, the "covered area" is the county or counties of the State of Minnesota where the work is to be performed. EEO Page 2 Minnesota Department of Transportation Office of EEO Contract Management EEO ;.: ~ ,1 Prr:'/!sions (evised 6/98 MIN1\TESOT A AFFIRl\1A TIVE ACTION REQUIREMENTS 1. It is hereby agreed between the parties to this contract that Minnesota Statute, Section 363.073, and Minnesota Rules, Parts 5000.3400 to 5000.3600 are incorporated into any contract between these parties based upon this specification or any modification of it. A copy of Minnesota Statute, Section 363.073, and Minnesota Rules, Parts 5000.3400 to 5000.3600 is available upon request from the contracting agency. The Contractor hereby agrees to comply with the rules and relevant orders of the Minnesota Department of Human Rights issued pursuant to the Minnesota Human Rights Act. 2, It is hereby agreed between the parties to this contract that this agency requires that the Contractor meet affirmative action criteria as provided for by Minnesota Statute 363.073 and Minnesota Rules, Parts 5000.3400 to 5000.3600. It is the intent of the Minnesota Department of Transportation to fully carry out its responsibility for requiring affirmative action, and to implement sanctions for failure to meet these requirements. Failure by a contractor to implement an affinnative action plan, meet project employment goals for minority and women employment or make a good faith effort to do so, may result in revocation of his/her Certificate of Compliance or suspension or revocation of the contract (Minnesota Statute 363.073, subd. 2-3), 3_ , UndeLthe,aff1JJJ12.tive.action,obligationjmposed, by the , Human.,Rights ,Act, Minnesota,Statutes, _Section_ 363.073, contractors shall take affirmative action to employ and advance in employment minority, female, and q-qalified disabled individuals at all levels of employment. Affirmative action must appJy, to all emp)oYp1ent practices, including but not limited to hiring, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff ot'termination; rates of payor otherforms of compensation, andse'lection for'training, including apprenticeship. The Contractor shall recruit, hire, train and promote persons in all job titles, without regard to race, color, creed, religion, sex, national origin, marital status, status with regard to public assistance, physical or mental disability, sexual orientation or age except where such status is a bona fide occupational qualification. These affirmative action requirements of the Minnesota Human Rights Act are consistent with but broader than the Federal requirements as covered in this contract. 4, Affirmative Action for disabled workers. The Contractor shall not discriminate against any employee or applicant for employment because of a physical or mental disability in regard to any position for which the employee or applicant for employment is qualified. The Contractor agrees to take affinnative action to employ, advance in employment, and otherwise treat qualified disabled individuals without discrimination based upon their physical or mental disability in all employment pr~ctices such as employment, upgrading, demotion or transfer, recruitment, advertising, layoff or tennination, rates of payor other forms of compensation, and selection for training (including apprenticeship). In the event of the Contractor's noncompliance with the requirements of this clause, actions for noncompliance may be taken in accordance with Minnesota Statutes, section 363.073 and the rules and relevant orders of the Minnesota Department of Human Rights pursuant to the Minnesota Human Rights Act. 5. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices in a, fOnTI,to- be prescribed ,by the ,c-onunissioner- of the, Minnesota, Department- of Human -Rights; -- Such" " notices shall state the Contractor's obligation under the law to take affirmative action to employ and advance in employment minority, women and qualified disabled employees and applicants for employment, and the rights of applicants and employees. A poster entitled "Contractor Non-discriInination is the Law" may be obtained from: Compliance Unit, Minnesota Department of Human Rights, Army Corps of Engineers Centre, 190 E. 5th Street, Suite 700, St. Paul, Minnesota 55101. (612) 296-5663, TTY 296-1283, Toll Free 1-800-657-3704. 6. The Contractor shall notify each labor union or representative of workers with which he/she has a collective bargaining agreement or other contract understanding, that the Contractor is bound by the terms of Minnesota Statutes, section 363.073 of the Minnesota Human Rights Act, and is committed to take affirmative action to employ and advance in employment minority, women and qualified physically and mentally disabled individuals. EEO Page 3 :EO Special Provisions ~eyised 6/98 Minnesota Department of Transportation Office of EEO Contract Management APPROPRIA TE WORK PLACE BEHAVIOR ON Mn/DOT CONSTRUCTION PROJECTS UTILIZING STATE FUNDS It is the Minnesota Department of Transportation's (MnlDOT's) policy to provide a workplace free from violence, threats of violence, harassment and discrimination. MnlDOT has established a policy of zero tolerance for violence in the workplace. Contractors who perform work on MnJDOT construction projects, or local government entities or public agencies utilizing state funds on highway construction projects, shall maintain a workplace free from violence, harassment and discrimination (See definitions, below)., - Definitions : 1. Violence is the threatened or actual use of force which results in or has a high likelihood of causing fear, injury; 'suffering or death. Employees are prohibited, from taking' reprisal-againstanyone -who reports a 'violent act or threat. 2. Harassment is the conduct of one employee (toward another employee) which has the purpose or effect of 1) unreasonably interfering with the employee's work performance, and/or 2) creating an intimidating, hostile or offensive work environment. Harassment is not legitimate job-related efforts of supervisor to direct/evaluate an employee or to have an employee improve work performance. A. Unlawful discriminatorv harassment is harassment which is based on these characteristics: race, color, creed, religion, national origin, sex, disability, age, marital status, status with regard to public assistance or sexual orientation. Managers, supervisors and employees shall not take disciplinary or retaliatory action against employees who make complaints of sexual harassment. Sexual harassment is unwelcome sexual advances, requests for sexual favors, or sexually motivated physical contact, or other verbal or physical conduct or communication of a sexual n'ature, when submission to that conduct or communication is 1) made a term or condition, either explicitly or implicitly, of obtaining employment; or 2) is used as a factor in decisions affecting an individual's employment; "Of 3) when that conduct or communication has -the purpose or,effectof.substantiaHy, ~nterfering- with an individual's- employment or creating an intimidating, hostile or offensive work environment, and the employer knows or should have known of the existence of the harassment and fails to take timely and appropriate action. Examples include but are not limited to insulting or degrading sexual remarks or conduct; threats, demands or ~uggestioI1S that status is contingent upon toleration or acquies~ence to sexual advances; display~ng)n ~he workplac~ sexually , suggestive objects, publications or pictures, or retaliation against employees for complaining about the behavior cited above or similar behaviors. B. General harassment is harassment which is not based on the above characteristics. Examples may include, but are notlimited to: physically intimidating behavior and/or threats of violence; use of profanity (swearing), vulgarity; ridiculing, taunting, belittling or humiliating another person; inappropriate assignments of work or benefits; derogatory name calling. 3. Discrimination includes actions which cause a person, solely because ofrace, color, creed, religion, national origin, sex, disability, age, marital status, status with regard to public assistance or sexual orientation to be subject to unequal treatment. Prime Contractors who work on Mn/DOT projects shall ensure that their managers, supervisors, foremen/women and employees are familiar with Mn/DOT's policy on appropriate work place behavior; and shall ensure that their subcontractors are familiar with this policy. Managers, supervisors and foremen/women will respond to, document, and take appropriate action in response to all reports of violence, threats of violence, harassment or discrimination. Failure to comply with this policy may result in cancellation, termination or suspension of contracts or subcontracts currently held and debarment from further such contracts or subcontracts as provided by statute. If you need additional infonnation or training regarding this policy, , please contact the EEO Contract Management Office at (612) 297-1376. EEO Page 4 Minnesota Department of Transportation Office :of EEO'Contract: Management'"...,' EEO Sk~ : :,: Pio':,sjon~ }~,; vised '6/98 NOTICE TO ALL PRI1\1E AND SUBCONTRACTORS REPORTING-REQUIRE.MENTS, - 1. In order to monitor compliance with Federal Statutes 23 USC 140 and 23 CFR 230, and Minnesota Statute 363.073, all prime contractors and subcontractors are required to complete a MnJDOT Monthly Employment Compliance Report each month for each project (Form EEO-13, sample copy at EEO Pages 19-20.) Prime contractors are also required to complete a Summary of Employment Activity each month (Form EEO-12, sample copy at EEO Pages 17-18). The prime contractor of each project collects Monthly Employment Compliance Reports from each subcontractor who performed work during the month, and completes a Monthly Employment Compliance Report on its own work force. The prime contractor compiles the monthly reports and enter totals fofthe , project on the Summary of Employment Activity. The prime contractor submits the EEO-13 forms and one EEO 12 fOIDl to the MnJDOT Project Engineer by the 15th of the subsequent month. Failure to submit the required reports in the allowable time frame will be cause for the imposition of contract sanctions. It is the intent of MnJDOT to implement monitoring measures on each project to ensure that each prime contractor and subcontractor is promoting the full realization of equal employment opportunities. Any project may be scheduled for an in depth on-site contract compliance review. During the scheduled on-site review, the Contractor will be required to provide to MnJDOT documentation of its "good faith efforts" as shown in EEO Pages 9-12, at 7 a-p of this contract. 2. The Economic Disadvantaged Employee Incentive Report (Form EEO-14, sample copy at EEO Page 22) is used only with State projects (designated by State Project (S.P.) numbers) for claiming incentive reimbursement on projects which have exceeded their state goals for minority and women employment. A completed form should be mailed to Ernest L. Lloyd, Director, BEO Contract Management Office, Minnesota Department of Transportation, M.S. 170, 395 John Ireland Boulevard, St. Paul, Mn 55155, at the conclusion of the project. 3, If a Federally funded project requires On-the-Job- Training (OJT) participation, information is provided in the contract and can be located by referring to the Table of Contents for Division S. (OJT is also listed as a bid line item under Trainees.) When a contract requires OJT participation, the Prime Contractor shall submit a training plan to the Project Engineer at the preconstruction conference, and shall supply a copy to the Contract Compliance Specialist (CCS) assigned to the project. The training plan shall include the job classification titles of trainees, planned training activities and the approximate start date of trainees. 4. When a Contractor selects a trainee applicant for OJT, the Contractor completes an On The Job Training Program-Trainee Assignment form (sample copy at EEO Page 23) and submits it to the CCS assigned to the project for approval. The CCS notifies the Contractor and Project ~ngineer when applicant is approved. 5. Hours of work performed by OJT employees shall be documented on a monthly basis on the Certification of On-The-Job Training Hours form, (Mn/DOT Form No. 21860, sample copy at EEO Page 24). The Co'ntractor shall submit the original and one copy to the Project Engineer, and one copy to the CCS assigned to the project. Do not remove forms from this contract. Please duplicate forms from the copies in this contract, or the Mn/DOT Office of EEO Contract Management will provide these forms upon request. Please call the Office of EEO Contract Management, (612) 297-1376. ~EO Special Provisions ~evised 6/98 Minnesota Department of Transportation Office of EEOContract Management SPECIFIC FEDERAL EQUAL EMPLO~'1ENT OPPORTUNITY RESPONSIBILITIES (23 CFR 230, Subpart A, Appendix A,FAPG June 6, 1996) 1. General. a. Equal employment opportunity requirements not to discriminate and to rake affirmative action to assure equal opportunity as required by Executive Order 11246 and Executive Order 11375 are set forth in Required contract Provisions (Form PR-1273 or 1316, as appropriate) and these Special Provisions which are imposed pursuant to Section 140 of title 23, V.S.C., as established by Section 22 of the Federal-Aid Highway Act of.1968. Ihe. requirernents ,set forth in .these., Special Provisions shall constitute the specific affirmative action requirements for project activities under this contract and supplement the equal employment opportunity requirements set forth in the Required Contract Provisions. b. The contractor will work with the State highway agencies and the Federal Government in carrying out equal employment opportunity obligations and in their review of his/her activities under the contract. c. The contractor and all his/her subcontractors holding subcontracts not including material suppliers, of $10,000 or more, will comply with the following minimum specific requirement activities of equal employment Opportunity: (The equal employment opportunity requirements of Executive Order 11246, as set forth in volume 6, Chapter 4, Section 1, Subsection 1 of the Federal-Aid Highway program Manual, are applicable to material suppliers as well as contractors and subcontractors.) The contractor will include these requirements in every subcontract of 510,000 or more with such modification of language as is necessary to make them binding on the subcontractor. 2. Equal Employment Opportunity Policy. The contractor will accept as his operating policy the following statement which is designed to further the provision of equal employment opportunity to all persons without regard to their race, color, religion, sex, or national origin, and to promote their full realization of equal employment through a positive continuing program: It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without, regard'wthe1rrace;'religion;" sex;' , color, or national origin. Such action shall include: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship, preappremiceship, and/or on-the-job training, 3. Equal Employment Opportunity Officer. The contractor will designate and make known to State highway agency contracting officers an equal employment opportunity officer (hereinafter referred to as the EEO Officer) who will have the responsibility for and must be capable of effectively administering and promoting an active contractor program of equal employment opportunity and who must be, assigned.adequate, authority. .and,.. responsibility to do so. 4. Dissemination of Policy. a. All members of the contractor's staff who are authorized to hire, supervise, promote, and discharge employees, or who recommend such action, or who are substantially involved in such action will be made fully cognizant of, and will implement, the contractor's equal employment opportunity policy and contractual responsibilities to provide EEO in each grade and classification of employment, To ensure that the above agreement will be met, the following actions will be taken as a minimum: (1). Periodic meetings of supervisory and personnel office staff will be conducted before the start of work and then not less often than once every six months, at which time the contractor's equal employment opportunity policy and its implementation will be reviewed and explained. The meetings will be conducted by the EEO Officer or oL1-]er knowledgeable company official. ' (2). All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer or other knowledgeable company official, covering all major aspects of the contractor's equal employment opportunity obligations within thirty days following their reporting for duty with the contractor. (3). All personnel who are engaged in direct recruitment for the project will be instructed by the EEO officer or appropriate company official in the contractor's procedures for locating and hiring minority group employees. b. In order to make the contractor's equal employment policy known to all employees, prospective employees and potential sources of employees';+.e.;' schools'; 'employment." agencies, labor unions (where appropriate), college placement officers, etc" the contractor will take the following actions: (1). Notices and posters sening forth the contractor's equal employment opportunity policy will be placed in areas readily accessible EEO Page 6 to employees, applicants for employment and potential employees. (2), The contractor's equal employment opportunity policy and the procedures to implement such policy will be brought to the anention of employees by means of meetings, employee handbooks, or other appropriate means. 5. Recruitment. a. When advertising for employees, the CODtractQ[ will.include,in .a1Ladyerusements,[or employees the notation" An Equal Opportunity Employer." All such advertisements will be published in newspapers or other publications having a large circulation among rninorit'j groups in the area from which the project work force would normally be derived, b. The contractor will, unless pree:Juded by a valid bargaining agreement, conduct systematic and direct recruitment through pub I ic and private employee referral sources .ikely to yield qualified minority group applicant" including, but not limited to, State employment agencies, schools, colleges and minority groJp organizations. To meet this requirement, the contractor will, through his EEO Officer, identify sources of potential minOrity group employees, and establish with such identified sources procedures whereby minori ty group applicants may be referred to the contractor for employment consideration. In the event the contractor has a v<.lid bargaining agreement providing fo:- exclusive hiring hall referrals, he is expectec to observe the provisions of that agreement te the extent that the system permits the contractor's compliance with equal employmert opportunity contract provisions. (The V.S. De,artment of Labor has held that where the impementation of such agreements have the effect ()f discriminating against minorities o. women, or obligates the contractor to do the Slme, such implementation violates ExecutiveOrder 11246, as amended.) c. The contractor will encourage hs present employees to refer minority group applicants for employment by posting approp iate notices or bulletins in areas accessible to a I such employees. In addition, informatiOJl and procedures with regard to referrin~ minority group'applicants'will'be-'discussed ~jth'" employees. 6. Personnel Actions. Wages, wolking 'conditions, and employee benefits :]lall be established and administered, and ~rsonnel actions of every type, including hi. ng, Minnesota Department of Transportation Office ofEEO Contract Management EEv :"!l Prcvisio'l$ eviscu 6/n SFECIFIC FEDERAL EQUAL ElYIPLOYMENT OPPORTUNITY RESPONSIBILITIES (COil 't) upgrading, promotion, transfer, demotion, 'ayoff, and tennination, shall be taken without 'egard to race, color, religion, sex, or national origin. The following procedures shall be followed: 1. The contractor will conduct periodic nspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project ;ite personnel. b. The contractor will periodicaily evaluate the spread of wages paid within each classification to detennine any evidence of discriminatory wage practices, c. The contractor will periodically review selected personnel actions in depth to detennine whether there is evidence of discrimination. Where evidence is found, the contractor will promptly take corrective action. If the review indicates that the discrimination may extend beyond the actions reviewed; such corrective action shall include all affected persons. d. The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection with his obligations under this 'contract, will attempt to' resolve such complaints, and will take appropriate corrective action within a reasonable time. If the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the contractor will infonn every complainant of all his avenues of appeal. 7. Training and Promotion. a. The contractor will assist in locating, , qualifying, and increasing the skills of minority group and women employees and applicants for employment. b. Consistent with the contractor's work force requirements and as pennissible under Federal' and State' regulations, the contractor shall make' full use of training programs, Le. apprenticeship, and on-the-job training programsfoF the geographical area ,of contract ' perfonnance. Where feasible, 25 percent of apprentices or trainees in each occupation shall be in their first year of apprenticeship or training, In the event the Training Special Provision is provided under this contract, this subparagraph will be superseded as indicated in Attachment 2. c. The contractor will advise employees and applicants for employment of available training programs and entrance requirements for each. d. The Contractor will periodically review the training and promotion potential of minority group and women employees and will encourage eligible employees to apply for such training and promotion, 9. Subcontracting. a. The contractor will use his best effortS to solicit bids from and to utilize minority group subcontractors or subcontractors with meaningful minority group and female representation among their employees. Contractors shall obtain lists of minority-owned construction finns from State highway agency personnel, b. The contractor will use his best effortS to ensure subcontractor compliance with their equal employment opportunity obligations, 8. Unions. If a contractor relies in whole or in part upon unions as a source of employees, the contractor will use his/her best effortS to obtain the cooperation of such unions to increase opportunities for minority groups and women within the unions, and to effect referrals by such unions of minority and female employees. Actions by the contractor either directly or through a contractor's association acting as agent will include the procedures set forth 10. Records and Reports: below: a. The contractor shall keep such records as a. The contractor will use best effortS to necessary to detennine compliance with the develop, in cooperation with the unions, joint contractor's equal employment opponunity training programs aimed toward qualifying obligations. The records kept by the contractor more minority group members and women for will be designed to indicate: membership in the unions and increasing the (1) The number of minority and nomninority skills of minority group members and women group members and women employed in each so that they may qualify for higher paying work classification on the project. employment. (2) The progress and effortS being made in b. The contractor will use best effortS to cooperation with unions to increase incorporate an equal employment opportunity employment opportunities for minorities and clause into each union agreement to the'end women (applicable'only to contractor's who' that such union will be contractually bound to rely in whole or in part on unions as a source refer applicants without regard to their race, of their work force), color, religion, sex, or national origin. (3) The progress and effortS being made in c. The contractor is to obtain infonnation as to locating, hiring, training, qualifying, and the referral practices and policies of the labor upgrading minority and female employees, and union except that to the extent such infonnation (4) The progress and effortS being made in is within the exclusive possession of the labor securing the services of minority group union and such labor union refuses to furnish subcontractors with meaningful rriinority and such infonnation to the contractor, the female representation among their employees. contractor shall so certify to the State highway b. All such records must be retained for a department and shall set forth what efforts have period of three years following completion of been made to obtain such information, the contract work and shall be available at d. In the event the union is unable to provide reasonable times and places for inspection by the contractor with a reasonable flow of authorized representatives of the State highway minority and women referrals within the time agency and the Federal Highway limit set forth in the collective bargaining Administration. agreement, the contractor will, th'tough c. The contractors will subi:niran annual report independent recruitment effortS; fill the' , to the State' highway agency each July for the employment vacancies without regard to race, duration of the project, indicating the number color, religion, sex, or national origin; making of minority, women, and non-minority group .. full effortS. to obtain ,qualified, and/or -qualifiable.. ,employees currently,engaged.in each work, minority group persons and women. (The U.S. classification required by the contract work, Department of Labor has held that it shall be This infonnation is to be reported on Form PR- no excuse that the union with which the 1391. If on-the-job training is being required contractor has a collective bargaining by "Training Special Provision". the contractor agreement providing for exclusive referral will be required to furnish Fonn FHWA 1409, failed to refer minority employees.) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246. as amended, and these special provisions, such contractor shall immediately notify the State highway agency. EEO Page 7 EO Special Provisions evised 6/98 Minnesota Department of Transportation Office ofEEO Contract Management STA1"\TDARD FEDERAL AND STATE EQUAL El\1PLOYMENT OPPORTUNITY CONSTRUCTION CONTRACT SPECIFICATIONS (41 CFR 60-4.3 and Minnesota Statute 363.073) Unless noted, the following apply to both Federallfederally assisted projects and State/state assisted projects. Item 3 applies to Federallfederally assisted projects only. 1. As used in these sp~cifications: a. "Covered area" means the geographical area described in the solicitation from which this contract resulted; b. "Director" means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; c. "Employer Identification number" means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U. S. Treasury Department Form 941. d. "Minority" includes: (i) Black (all persons having origins in any of the Black African racial groups not of Hispanic origin); (ii) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or other Spanish Culture or origin, regardless of race); (iii) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent, or the Pacific Islands); and (iv) American Indian or Alaskan Native (all persons having origins in any of the 'original peoples of North America and maintaining identifiable tribal affiliations through membership and participation or COTI1.J.l1unity identification), 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physicaIIy include in each subcontract in excess of $10,000 ($100,000 for State projects) the provisions of these specifications and the Notice which contains the applicable goals for minority and women participation and which is set forth in the solicitations from which.this contract resulted. 3. If the Contractor is participating (pursuant to 41 CFR 60-4, 5) in a Hometown Plan approved by the U. S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work on the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other Contractors or Subcontractors toward a goal in an approved Plan does not excuse any covered contractor's or subcontractor's failure to take good faith efforts to achieve the Plan goals and timetables, 4. The Contractor shall implement the specific affinnative action standards provided in paragraphs 7(a) to (p) of these specifications (itemized as 4'[aJ to [0],' Mirm,esota Rules EEO Page 8 Minnesota Department of Transportation Office ofEEO Contract Management EEO :0", ,:' Provisions -::Vi5~d oi98 STANDARD FEDERAL AND STATE EEO CONSTRUCTION CONTRACT SPECIFICATIONS (con't) 5000.3535). The goals, set forth in the solicitation from which this contract resulted are expressed as percentages or the total hours of employment and training of minorities and, utilization, the Contractor should (shall, for State or, state assisted- projects) reasonably be able to achieve in,each construction trade in which it has employees in the covered area. The Contractor shall make substantially uniform progress toward its goals in each craft during u~e period specified. Covered construction contractors performing construction work in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established ror the geographical area where the work is being performed. Federal goals are published periodically in the Federal Register in notice form, and such notices may be obtained from any office of Federal Contract Compliance programs or from Federal procurement contracting officers. State goals are published periodically in the State Register in notice form, and may be obtained from the Minnesota Department of Human Rights or the Minnesota Department of Transportation Office of EEO Contract Management. The Contractor is expected to make substantially uniform progress toward its goals in each craft during the period specified. 5. Neither the provisions of any collective bargaining agreement nor the failure by a umon, with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications and Executive Order 11246 and its associated rules and regulations for Federal or federally assisted p_rojects, and Minnesota Statutes, Section 363.073 of the Minnesota Human Rights Act, or the rules adopted under the Act for State or state assisted projects. 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees shall be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees shall be trained according to training programs approved by the Minnesota Deparul1ent of Human Rights, the Minnesota Department of Labor and Industry, or the United States Department of Labor. 7. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor's compliance with these specifications must be based upon its effort to achieve maximum results from its actions. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following (referred to in Minnesota Rules 5000.3535 as items 4(a) to (0): (a) Ensure and maintain, or for State or state assisted projects make a good faith effort to maintain, a working environment free of harassment, intimidation, and coercion at all sites and in all facilities at which the Contractor's employees are assigned to work. For ~~n P"ai" Q ::0 Special Provisions :vised 6/98 Minnesota Department of Transportation Office of EEO Contract Management STA.NDARD FEDERAL Al~D STATE EEO CONSTRUCTION CONTRACT SPECIFICATIONS (can't) Federal or federally assisted projects, t...he Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other on-site supervisory personnel are aware of and, carry out the Contractor's, obligation to, maintain such, a- wor-king- environment, with specific, attention to minority, or, women individuals working, at -such -sites Dr, in such, facilities. (b) Establish and maintain a current list of minority and \vomen recruitment sources, provide written notification to minority and women recruitment sources and to commurJty organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses. (c) Maintain a current file of the names, addresses, and telephone numbers of each minority and women off-the-street applicant and minority or women referral from a union, a recruitment source, or community organization and of what action was taken with respect to each individual. If the individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor along with whatever additional actions the Contractor may have taken. (d) Provide immediate written notification to the commissioner of the Minnesota Department of Human Rights for State or state assisted projects, or the director of the Office of Federal Contract Compliance for Federal or federally assisted projects" when the union, or unions with which the Contractor has a collective bargaining agreement, has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other infonnation that the union referral process has impeded the Contractor's efforts to meet its obligations. , (e) Develop on-tJ.'1e-job training opportunities and/or participate in training programs for the areas which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the State of Minnesota for State or state assisted projects or the Department of Labor, for Federal or federally assisted projects. The Contractor shall provide notice of these programs to ti1e sources compiled under (b). (f) Disseminate the Contractor's equal employment opportunity policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its equal employment opportunity obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management -personneLand with ,all ,minority and -women -employees.. aUeastonce.a .. year;-and- by posting the' company equal' employment opportunity- policy-on bulletin" --, boards- accessible to all' employees at each'location where construction work'is performed, ' EEO Page 10 Minnesota Department of Transportation Office ofEEO Contract Management EEO 0, '31 PmvisioP5 ~evjsed 6/98 ST Al'.IDARD FEDERAL At"ID STATE EEO CONSTRUCTION CONTRACT SPECIFICATIONS (con't) (g) Review, at least annually, the company's equal employment opportunity policy and affirmative action obligations under these specifications with all employees havii1.g any responsibility for hiring, assignment, layoff, termination, or other employment decisions; including specific. review .of these. items. with onsite, supervisory. personnel" such as superintendents, general foremen, etc., prior to the first day of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. (h) Disseminate the Contractor's equal employment opportunity policy externally by inc1udingjt in any-.advertisingjn the 'news media', 'specifically)nc1uding'_minority'.and'", women news media, and providing written notification to and discussing the Contractor' sequal employment opportunity policy with other contractors and subcontractors with whom the Contractor does or anticipates doing business. (i) Direct its recruitment efforts, both oral and written, to minority, women, and community organizations; to schools with minority and women students; and to minority and women recruitment a...'1d training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations, such as the above, describing the openings, screening procedures, and tests to be used in the selection process. (j) Encourage present minority and women employees to recruit other minority persons and women and, where reasonable, provide after school, summer and vacation employment to minority and women youth, both on !pe site and in other areas of a Contractor's work force. . (k) Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3. (This requirement applies only to Federal and federally assisted projects.) (1) Conduct, at least annually, an inventory and evaluation at least of all minority and women personnel for promotional opportunities; and encourage these employees to seek or to prepare for, through appropriate training, such opportunities. (This is Item 4(k) il"1 Minnesota Rules.) (m) Ensure that seniority practices, job classifications, work assignments, and other personnel practices do not have a discriminatory effect by continually monitoring all person11el and employment-related activities to ensure that the equal employment opportunity policy and the Contractor's obligations under these specifications are being carried out. (This is item 4(1) in Minnesota Rules.) ,EO Special Provisions Zevised 6/98 Minnesota Department of Transportation Office ofEEO Contract Management ST AAT})ARD FEDERAL AND STATE EEO CONSTRUCTION CONTRACT SPECIFICATIONS (con't) (n) Ensure that all facilities and company activities are nonsegregated except that separate or single-user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. (This is item 4(m) in Minnesota Rules.) (0) Document and maintain a record of all solicitations or offers for subcontracts from minority and women construction contractors and suppliers, including circulation of solicitations to minority and women contractor associations and other business associations. (This is item 4(n) in Minnesota Rules.) (p) Conduct a review, at least annually, of all supervisors I adherence to and performance under the Contractor's equal employment opportunity policies and affinnative action obligations. (This is item 4(0) in Minnesota Rules.) 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7(a) to (p) for Federal or federally assisted projects, and 4(a)-(0) for State or state assisted projects). The efforts of a contractor association, joint contractor-union, contractor-community, or other similar group of which the Contractor is a member and participant, may be asserted as fulfilling anyone or more of its obligations under 7(a) to (p) or 4(a) to (0) of these specifications provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the progrfu'll are reflected in the Contractor's minority and women work force participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be defense for the Contractor's noncompliance. \, 9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non-minority. Consequently, the Contractor may be in violation of the Executive Order for Federal or federally assisted projects, or Minnesota Rules for State or state assisted projects, if a particular group is employed in a substantially disparate manner (for example, even though the Contractor has achieved its goals for wor:nen generally, the Contractor may be in violation of the Executive Order or Minnesota Rules part 5000.3520 if a specific minority group is under- utilized) . 10. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, creed, religion, sex, or national origin. Minnesota Statutes 363.073, part 5000.3535 (Subp. 7) also prohibits discrimination with regard to marital status, status with regard to public assistance, disability) age, or sexual orientation. EEO Page 12 Minnesota Department of Transportation Office ofEEO Contract Management EEO Spo" 'Pr<)vi:;:ons R,;vised 6/98 ST Al"IDARD FEDERAL AND STATE EEO CONSTRUCTION CONTRACT SPECIFIC A TIONS (con't) 11. The Contractor shall not enter into any subcontract with any person or firm debarred from government contracts under the federal Executive Order 11246 or a local human rights ordinance, or whose certificate of compliance has been suspended or revoked pursuant to Minnesota Statutes, Section 363.073. 12. The Contractor shall carry out such sanctions for violation of these specifications and of the equal opportunity clause, including suspension, termination, and cancellation of existing contracts as may be imposed or ordered pursuant to Minnesota Statutes, Section 363.073, and its implementing rules for State or state assisted projects, or Executive Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract Compliance Programs for Federal or federally assisted projects. Any contractor who fails to carry out such sanctions shall be in violation of these specifications and Minnesota Statutes, Section 363.073, or Executive Order 11246 as amended. 13. The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in, paragraph 7 of these specifications (paragraph 4 in Minnesota Rules 5000.3535), so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with Ll1e requirements of these Specifications or Minnesota Statutes, Section 363.073 and its implementing rules, or Executive Order 11246 and its regulations, the commissioner or the director shall proceed in accordance with Minnesota Rules part 5000.3570 for State or state assisted projects, or 41 CFR 60- 4.8 for Federal or federally assisted projects. 14. The Contractor shall designate a responsible official to monitor all employment-related activity to ensure that the company equal employment opportunity policy is being carried out, to submit reports relating to the provisions hereof as may be required by the Minnesota Department of Human Rights or the Government, and to keep records. Records shall at least include for each employee the name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (for example, mechanic, apprentice trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, contractors shall not be required to maintain separate records. 15. Nothing provided in this part shall be construed as a limitation upon the application of other state or federal laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents. ='0 Special Provisions ~vised 6/98 Minnesota Department of Transportation Office of EEO Contract Management EQUAL OPPORTUl\n:TY CLAUSE (41 CFR Part 60-1.4 b, 7-1-96 Edition) The applicant hereby agrees that it ""ill incorporate or cause to be incorporated into any contract for construction work, or modification thereof, as defmed in the regulations of the Secretary of Labor at 41 CFR Chapter 60, which is paid for in whole or in part with funds obtained from the Federal Government or borrowed on the credit of the Federal Governrhent pursuant to a grant, contract, loan, Ll1surance, or guarantee, the following equal opportuIllty clause: During the performance of this contract, the Contractor agrees as follows: 1. The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Contractor will take affirmative action to ensure that applicants are employed and that employees are treated during employment without regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoffs or termination; rates of payor other forms of compensation; a.l1d, selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the State Highway Agency (SHA) setting forth the provisions of this nondiscrimination clause. 2. The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin, 3. The Contractor will send to each labor union or representative of workers with which the Contractor has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representative of the Contractor's cornmitments under this section, and shal! post copies of the notice in conspicuous places available to employees and applical1ts for employment. 4, The Contractor will comply with all provisions of Executive Order 11246, Equal Employment Opportunity, dated September 24, 1965, and of the rules, regulations (41 CFR Part 60), and relevant orders of the Secretary of Labor. 5. The Contractor will furnish all information and reports required by Executive Order 11246 and by rules, regulations, and orders of the Secretary of Labor, pursuant thereto, and will permit access to its books, records, and accounts by the Federal Highway Administration (FHW A) and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, a.11,d orders. 6. In the event of the Contractor's noncomplia.T1ce with the nondiscrimination clauses of this contract, or with any of such rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part, and the Contractor ma)' be declared ineligible for further Government contracts or federally-assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sZSlctions as may be imposed and remedies invoked as provided in Executive Order 11246 or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. 7. The Contractor will include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraph (1) through (7) in every subcontract or purchase order so that such provisions will be binding upon each subcontractor or vendor, unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246. The Contractor will take such action with respect to any subcontract or purchase order as the Secretary of Labor, SHA, or the Federal Highway Administration (FHW A) may direct as a means o'f enforcing such provisions, including sanctions for noncompliance. In the event a contractor becomes a party to litigation by a subcontractor or vendor as a result of such direction, the contractor may request the SHA to enter into such litigation to protect the interest of the State. In addition, the Contractor may request the United States to enter into such litigation to protect the interests of the United States. The applicant further agrees that it will be bound by the above equal opportunity clause with respect to its own employment practices when it participates in federally assisted construction work: Provided, that if the applicant so participating is a State or local government., the above equal opportunity clause is not applicable to any agency, instrumentality or subdivision of sucl1 government which does not participate in work on or under the contract. The applicant agrees that it will assist and cooperate actively with the administering agency and the Secretary of Labor in obtaining the compliance of contractors and subcontractors with the equal opportunity clause and the rules, regulations, and relevant orders of the Secretary of Labor, that it will furnish the administering agency and the Secretary of Labor such information as they may require for the supervision of such compliance, and that it will otherwise assist the administering agency in the discha::rge of the agency's primary responsibility for securing compliance. The applicant further agrees that it will refrain from entering into any contract or contract modification subject to Executive Order 11246 of September 24, 1965, with a contractor debarred from, or who has not demonstrated eligibility for, Government contracts and federally assisted construqion contracts pursuant to the Executive order and will carry out such sanctions and penalties for violation of the equal opportunity clause as may be imposed upon contractors and subcontractors by the administering agency or the Secretary of Labor pursuant to Part II, Subpart D of the Executive order. In addition, the applicant agrees that if it faDs or refuses to comply with these undertakings, the administering agency may take any or all of the following actions: Cancel, terminate, or suspend in whole or in part this grant (contract, loan, insurance, guarantee); refrain from extending any further assistanGCe to the applicant under the program with respect to which the failure or refund occurred until satisfactory assurance of future com:Jlliance has been received from such applicant; and refer the case to the Department of Justice for appropriate legal proceedings. EEO Page 14 Minnesota Department.of. Transportation"", Office ofEEO 'Contract Managemenr---'-' 'aL P.mv.isions ,'.evi:;e,~ 6/98 Minority and Women Employment Goals ,I I Federal Goals I State Goals I County Minority ""omen Total Minority Goal (or) Women Goal Goal Skilled I Unskilled Goal Aitkin 2.2% 6,9% 3.9% 9.4% Anoka 2.9% 6.9% 6,7% I 7.3% 9.4% Becker 0.7% 6.9% 2.5% 9.4% Beltrami 2.0% 6.9% 10.2% 9.4% Benton 0.5% I 6.9% 1.4% 9.4% Big Stone 2.2% 6.9% 2.2% I 9.4% Blue Earth 2.2% 6.9% 2.2% 9.4% I Brown 2.2% 6,9% I 2.2% 9.4% I Carlton 1.2% 6.9% 3.9% 9,4% Carver ,2.9% 6.9% .. 6.7% I 7.3% ,9.4% Cass ' '-2.2%' ,0, 6.9%' ..., .. 2.6% "" ' 9.4%, ' , Chippewa 2.2% 6.9% 2.2% 9.4% Chisago 2.9% 6.9% I 2.9% 9.4% Clay 0.7% 6.9% 2.5% 9.4% Clearwater 2.0% 6.9% 10.2% 9.4% Cook 1.2% 6.9% 3.9% 9.4% Cottonwood 0.8% 6.9% 1.8% 9.4% Crow Wing 2.2% 6.9% 2.6% 9.4% I Dakota 2.9% 6.9% 6,7% I 7.3% 9.4% Dodge 0.9% 6.9% 1.9% 9.4% Douglas 2.2% 6.9% 2.5% 9.4% Faribault 2.2% 6.9% 2.2% 9.4% Fillmore 0.9% 6.9% 1.9% 9.4% Freeborn 0.9% 6.9% 1.9% 9.4% Goodhue 2.2% 6.9% 2.2% 9.4% Grant 2.2% 6.9% 2.5% 9.4% Hennepin ..2.9% 6.9% 8.6% but in Mpls: 17,7% I 9.5% but in Mpls: 19.8% 9.4% Houston 0.6% 6.9% 1.9% 9.4% 2.0% 6.9% 10.2% "'C Hubbard 9.4% Isanti 2.2% 6.9% 2.2% 9.4% Itasca 1.2% 6.9% 3.9% 9.4% Jackson 0.8% 6.9% 1.8% 9.4% Kanabec 2.2% 6.9% 2.2% 9.4% Kandiyohi 2.2% 6.9% 2.2% 9.4% , Kittson ..... ..2:0%, ,6.9% .. 2:7% 9.4% - Koochiching 1.2% 6.9% 3.9% 9.4% Lac Qui Parle 2.2% 6.9% 2.2% 9.4% Lake 1.2% 6.9% 3.9% 9.4% Lake of the Woods 2.0% 6.9% 10.2% 9.4% Le Sueur 2.2% 6.9% 2.2% 9.4% Lincoln 0.8% 6.9% 1.8% 9.4% I Lyon 0.8% 6,9% 1.8% 9.4% EEO Page 15 EO Special Provisions evised 6/98 Minnesota Department of Transportation Office of EEO Contract Management I I Federal Goals State Goals County Minority Women Totall\1inority Goal (or) Women Goal Goal Skilled , I Unskilled Goal Mahnomen 2.0% 6.9% 10.2% 9.4% Marshall 2.0% 6.9% 2,7% 9.4% Manin 2.2% 6.9% 2,2% 9.4% McLeod 2.2% 6.9% 2,2% 9.4% Meeker 2,2% 6.9% 2.2% 9.4% Mille Lacs 2.2% 6.9% 2.2% 9.4% Morrison 2,2% 6.9% 2.6% 9.4% Mower 0,9% 6,9% 1.9% 9.4% Murray 0.8% 6.9% 1.8% 9.4% I Nicollet 2.2% 6.9% 2,2% 9.4% Nobles 0,8% 6,9% 1.8% 9.4% Norman 2,0% 6,9% 2,7% 9.4% Olmsted 1.4% 6.9% 1.9% 9.4% Otter Tail 2.2% 6,9% 2.5% 9.4% Pennington 2,0% 6.9% 2.7% 9.4% Pine 2,2% 6.9% 2:2% 9.4% Pipestone I 0,8% 6.9% 1.8% 9.4% Polk 1.2% 6.9% 2,7% 9.4% Pope 2.2% 6.9% 2.5% 9.4% ~msey -...---- 2,9% 6.9% 8.1 % but in Sf Paul: 14,3% I 9.0% but in Sf Paul: 15.4% 9.4% Red Lake 2.0% 6.9% I 2,7% 9.4% Redwood 0.8% I 6.9% 1.8% 9.4% Renville I 2.2% 6.9% 2.2% 9.4% I Rice 2.2% 6.9% 2,2% 9.4% Rock 0.8% 6.9% 1.8% 9.4% Roseau 2.0% 6,9% 2.7% 9.4% Scott 2.9% 6.9% 6.7% " 7.3% 9.4% Sherburne 0.5% 6.9% 1.4% 9.4% Sibley 2,2% 6,9% 2,2% 9.4% St. Louis 1.0% 6.9% 3,9% 9.4% Stearns 0.5% 6.9% 1.4% 9.4% Steele 0.9% 6.9% 1.9% 9.4% Stevens 2.2% 6,9% 2,5% 9.4% Swift 2.2% 6.9% 2.2% 9.4% Todd 2.2% 6,9% 2,6% 9.4% Traverse 2.2% 6,9% 2,5% 9.4% Wabasha 0,9% 6,9% 1.9% 9.4% Wadena 2.2% 6.9% 2,6% 9.4% Waseca 2.2% 6.9% 2.2% 9.4% Washington.. .. .. 2.9% ' .6.9% ' , 6.7% I 7.3% " 9.4%- , Watonwan 2.2% 6.9% 2.2% 9.4% Wilkin 0,7% 6.9% 2.5% 9.4% Winona 0.6% 6.9% 1.9% 9.4% Wright 2.9% 6.9% 2.9% 9.4% Yellow Medicine 2,2% 6,9% 2.2% 9.4% EEO Page 16 * * * C/.l:;:::J Co) := Co) ;::j wen w~ o ~~ .+::-(') %? ....... 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"< ~ tr. o """:l I-" \0 ..- ~ t::l o I .... ~ 00 i ~ " F:rj ~ ~ r o ~ ~ ~ ~ C'1 f-3 ~ ~ ,>< 3: 0:::' ....... - ::1~ n '" \;I 0 ~S" triO mco oog n= o = = co ~ = '"' ~ n C ~ ....... 3::;l 5 5 ~-5 <> 0 = '"' -' - ('") :" = =, - g 'Ti ;;::10 '" ::1 <: :l ~. tTI o.m .,,0 \O~ -IN SUB.CONTRACTOR -REPORTING LIST' PROJECT Active this month? EEO 13 EEO 13 SUBCONTRACTORSu -- ,(Check--ifsub .vorked . -, received ." not- received *, (List all subs for project.) this month.) , I II In I I n I , I I i I - I I I I .. I , - .. I I I ., I * Please submit the missing reports directly to the EEO Contract Management Office with a cop?' to the MnJDOT Project Engineer. If you need assistance in attaining compliance with the reportiJ;; requirements by your subcontractors, contact the MnlDOT Project Engineer, or the EEO Coneact Management Office at (612) 297-1376. EEO Page 18 ~I 21 cr. , ,9, 0> '3S2 ~ ~ ...:: it >8 -.<:..1 -: $. ~-' t':1~ z> 'z ,,'~Ii (')-' m~f .....1 Of Z - Q f2 E: .": ~ sa S; .;, ,9 ,> :<: :: ? t::l t::l o I - ~ ~ o Z >-3 ~ t'"" >< tt:l ~ ""d t""' o >-< ~ ~ z ~ n o s: ~ t'"" ~ n i:.=j G.; ~ o ~ ~ Nr ~ o :::: :? ~ z ~ :3 rl: ~ ::: c. ;::.- c. C. "1 rl: Vl Vl o ..., ('j o ::: :: ~ n - o :: t:l t:l o o .... :'l n '" :: 00 Ot::l ~:3 =-'t:l 0' "<: 3 rl: ::l ..... ~::. 1..-.... .g:3 -0 0_ '<~ rl:_ '" '" '-< o cr (') "' " '" o .., 1;' '" s: o a n :.;' '" ~ 5 "' '" <> .., ~ '" 0: '0 ::; < ~. g '" "!] ;:; '" 3 '" ~ :E: o 3 '" :::: (') if ('i' =- m ..0 c: -5' 3 '" :a o '0 '" .., '" S' .., '" s: '" g- "' :::: ~. -l 2 n "'" o .., ::;' ~ '" .., e ~ ;:; "'" ~ on (') "' a (1) :::: ~ '" (') '" 3 S s: '" '" o :::: '" m 0- n ~ ('i' ~. "0 5' (1) 2' " ;;1 ~ 3 cr ::; '" "0 "' 5' " ;;1 r '" cr ;:; <> .., '" -l o ~ r CIl ?' "" f" ~ !" - :.0 I I z :,) :3 '" Vl 0 ..., I ~ 1 ... , 0 I "1 I ~ (;' Vl I ~ ~ I g I ~ - ;:; ;0 ?" ;--l !" - ,.;; e.. ~ g~ :!.s. ~a t:::l ~ n ~ "!] s: "!] s: f- DO CIl ":: c ... <:r c' n == s: '" :=.. n. :3 g n :::. S ~ ... n 0- ... :::: :::;. '0 5 ('i' n i~l~ Z~ ... ~ - fl=- :?> -'" r::;' ~e.. 'Tl s: "!] s: "!] s: 'Tl - ,....... \0 , i I ? -....li : I r. I ~n -,01 * ~i~Z, Q ~ ' I' _! ( :; I 2::';>- ! > r;. i "'" CIl . 0= """: ~ ~= -..~ ~ ~:t ::;:.. '< ,;>- ~; r" o en ~ .~ 1. <. ;.... , ~ J" '" ' ~ ~::;:..- - ~=?- ::: 0 --- -==~ _"1 , 0<1>0 ~~[ ... a "!] s: <;I< c::: :::: "" s; c;- p. ~ - - o ~ S ;; '" o ..., ~ ;; ~n Vl !" w '-" A ?' I~ '" ~ a g e'l :n Ci -~ ~ [ ~ (j ~ ::; =: p. ?' ":: ., a. .~ ~" A,' (j g -6 [ c' ::I .~ ~ ~ s: 'Tl - ~ o t:l ::= > t" C'1 o > E;; * g; s ... ~ ~ ~ I?' 1.0 * <: o :3 '" ::I ~O!" 3 ;;:; ':::l ""'~. :O='f.- "<Q~ :::...- .... -.- '" ~" =~ :: ...... :Z s: :-" =. '-" g, s: :< ::: ~ - 0 z ~ g ~ ~ ~ g 5' .., '" ;::: ~ < '" == ;;3~ o.....~ _.... 1........1 :; :::. Cl en t=1 s: "!] s: "!] s: "!] .... - - v .., ~ ~ r:i c. ..:;; ('J g :;- n - c .., o '" ~. ;:l r:>, r:> ~~ r; ~. .:;::~ -"'- " ~ .... N ::0 n < (;' .. -<: n C. .:;;; ::? 2, n (') - ~ S. n n :: 1 ~ ~ ~ INSTRUCTIONS FOR EEO-13 MO~1HLYEMPLOYME~7C01~L~NCEREPORT 1-5 . Self-explanatory. 6, Percent of Completion is the estimated percentage of work completed including this reporting period, T. Contract Goals are the percent onotalproject hours to be worked by mLTJ.ority and 'women employees, The goals are determined by the geographic location and source of funding for the project. Projects with State funding in excess of $50,000 must meet the State' Permanent Employment Goals. Projects with Federal'funding in excess of 510,000 must meet the Federal Employment Goals. (See chart on EEO Pages 15-18.) Minority and women employee hours shall be distributed evenly throughout the length of the project and in every trade and craft which performs works on the project. % Obtained is the percent of the total project hours worked by minority a.'1d women employees, up to ai'1d including this reporting period. Skilled and U11skilled breakdown is required only for projects constructed in Anoka, Carver, Hennepin, Ramsey, Dakota and Washington counties. 8. Emplovment Data information will coincide with your certified payroll records. A woman's employment hours may be counted onlv once. At the point of hire, the Contractor determines whetJ.1er her hours will be assigned to the appropriate racial/ethnic category or to the Female category. Thereafter, her hours must be counted ill!l.x in the selected category, All professional, supervisory and managerial hours actually worked on the project site must be i.''1cluded, whether or not they appear on the certified payroll. Clerical hours may be counted onlv if clerical staff has been assigned exclusively to this project. Usually this occurs when clerical staff is assig~ed to a field trailer, Clerical hours may pot be prprated. If a projecuakesplace 'within 'more than one county 'and the counrygoals' vary, the higher 'goals apply 10 'the emire' project. , 8.0... Total Emnlovees is a count of all employees who worked in the reporting month. Women employees can be counted only once, either in the Female category or in the appropriate racial/ethnic category. 8.b. Total Employment Hours is a count of all hours worked in the r~porting month. A woman's hours can be counted only once, either in the Female'category or the appropriate racial/ethnic category. 8.c. Mn/DOT Trainees lists the hours of employment for each person in Mn/DOT's Trainee (On-the Job Training) program. 8.d. Economicallv Disadvanta2ed Emplovee Hours lists hours of work performed by employees identified at time of hire as eligible under the program guidelines listed on EEO Page 25. 9. Names of Minorities and Women will enable the EEO Contract Management staff to readily identify these individuals on all projects. 10. Mn/DOT Trainee Names are the individuals on the Mn/DOT On The Job Trainirlg Program. 11. Prepared bv the prime or subcontractor's EEO officer or designee.. 12.' Reviewed bv,theMn/DOT Field 'Staff: , If you bave questions about filling out this form, contact the Contract Compliance Spe,cialist assigned to this project or the EEO Contract Management Office at (612) 297-1376. EEO Page 20 Minnesota Department of Transportation Office of EEO Contract Management 31 Provisions , evised 6/98 ECONOMICALLY DISADVANTAGED EMPLOYEE (EDE)'.. , INCENTIVE PROGRAM When the Contractor or subcontractor on a State Project (S.P.) has met the goals for minority and female participation as set forth in the "Notice of Requirement for Affirmative Action to ensure Equal Employment Opportunity" contained in the Proposal for the Project (EEO Page 2), hours of minority employment in excess of the minimum required to meet the goal will be reimbursed at L'he rate of $2,00 per hour. Hours of employment of qualified and certified economicall y disadvantaged- employees shall, be added, to, the,excess, ITlinority ,hours to, calculate, the, total reimbursement. Monies otherwise due the contractor will be adjusted to incorporate the reimbursement. This program is not available for State-Aid Projects. For purposes of this provision, economically disadvantaged is defined as being a member of a household whose household income is less than the poverty guideline. The poverty income guidelines for all Min...'1esota counties are as follows (1998 Poverty Guidelines): Familv Size Aggregate Income Familv Size Aggregate Income 1 $8,050 6 $22,050 2 $10,850 7 $24,850 3 $13,650 8 $27,650 4 $16,450 9 $30,450 5 $19,250 10 $33,250 No employee who is utilized by the Contractor to comply with the minimum requirements for affIrmative action hereunder shall qualify for the incentive payment. \, The Contractor will be required to certify that each economically disadvantaged employee for whom an incentive payment is sought meets the criteria set forth herein at the time of hire. Recruitment resources for economically disadvantaged employees (EDE) are-listed below: 1. Council on Black Minnesotans 3. Minnesota Indian Affairs Council 2233 University Avenue West 1450 Energy Park Drive Suite 426 Wright Building Room 140 West SLPaul,.MbL55114 , St.Paul"MN_551Q8_ Tel: 612-642-0811 Tel: 612-643-3032 Fax: 612-643-3580 Fax: 612-643-3077 2. Council on Asian-PaciIDc Minnesotans 200 University Avenue West, Suite 100 St., Paul, MN 551.03 Tel: 612-296-0538 Fax: 612-297-8735 4, Chicano Latino Affairs Council 555 Park Street Suite 408 St.. Paul, MN 551.03 Tel: 612-296-9587 Fax: 612-297-1297 EEO Page 21 ;, I Minnesota Department of Transportation S.P./S.A.P. No: .. -I! EEO Contract Management Office County or City: II EcoNorvrrc DISADV Ai"ITAGED EMPLOYEE Month: .19_ lNCENTIVE REPORT ContractOr: 0 Address: Prime ContractOr o Subcontractor Job Categories Total Hours by EDEs Names of Economic Disadvantaged Employees (EDE): Officials~'\lanagers Supervisors 1. I Foremenf\Vomen 2, Clerical 3, Equipment Operators 4, Mechanics 5, I Truck drivers 6. Ironworkers 7. Carpenters 8, Cement Masons 9, Electricians 10. Pipefiners, Plumbers II. Painters 12, Laborers 13, 14. Total .... 15., .. AFFIDA VIT I. ' being first duly sworn. do depose and say: '- I. - That I am the authorized representative of: (Name of individual, parmership or corporation) and that I have the authority to make this Affidavit for and on behalf of said Contractor; 2, That the Economic Disadvantaged Employee (EDE) incentive hours listed were performed by qualified EDE's, 3, That I have fully informed myself regarding the accuracy of the statements made in this Affidavit, I Signed: I Subscribed and sworn to before me this Contractor or Authorized Representative (Date) day of ,19_. Notary Public My commission expires: I , 19 ' , CONTRACT GO..c\.LS For l\1nfDOT use only MU~NESOT A % OBTAINED % MINORITY % o Compliance .. (Or) o Non-compliance % Skilled % % Unskilled % o Process Payment 9.4 % WOMEN Cf 10 .. (ApproVed by) , (Date) , EEO. j,;'. 6/98 EEO Page 22 ~\~NESo;;, ~ '10 ~ ;::, ~ i5 ~ f 1--;- OF TI'\I'~"" MINNESOTA DEPARTMENT OF TRANSPORTATION OFFICE OF EEO CONTRi\CT MANAGEMENT ON-TIlE-JOB TRAINING PROGRAM TRAINEE ASSIG~1ENT EEO,; 4/97 sp #:'.- Location~' -- District:'-., -, Project Engineer: Phone: ( Prime Contractor: Phone: ( ) Address: City: State: Zip: EEO Officer:" Project Manager: " Tel: Training Contractor: Phone: ( ) Address: City: State: Zip: EEO Officer: Project Manager: Tel: TRA TNRR Job Title or Trade Classification: Number of Training Hours on this Project: Name: 5.5,#: Address': Phone; ( ) City: EEO Officer: State: , Zip: Project Ma.T1ager: Tel: Approximate Stan Date: Approximate Complet.ion Date: Is the trainee a member of a certified apprenticeship program? DYes DNo If YES, verify with Apprenticeship Form or .Indenture Number: 1. Ethnic Background: Hispanic Black: Asian/Pacific Islander White Am. Ind/Alaskan _ (Verify with Tribal LD, # or Affiliation ) . 2. Male; Female; EEO Page 23 .. ' CERTIFICA TION- OF-ON-THE-JOB-TRAL"1JJ.'\G 'HOURS- - FEDERAL-AID- PROJECTS MINNESOTA DEPARTMENT OF TRANSPORTATION OFFICE OF EEO CONTRACT MA.."lAGEMENT EEO-6 4/97 MnJDOT 21860 (4-77) Contractor: submit original and one copy monthly to the project engineer < CONTRACTOR I REPORTING PERIOD ADDRESS S.P. NO, (LOW) F.P. NO. TRAINEE HOURS WORKED HOURS WORKED TOTAL HOURS PREVIOUSLY THIS PERIOD TO DATE Amount of Claim hours @ PER HOUR = $ ~ONTRACTOR: , The undersigned contractor hereby certifies that the listed employees are bonafide trainees as required by the On-w~e-Job Training Special Provision and that they have worked the hours as reported above. Contractor Signature/Title Dale PROJECT ENGTh'EER: I hereby certify that the On-the-Job training hours reported above have been reviewed and found correct., ' Engineer Signature/Titre, COMMENTS: EEO Page 24 Minnesota Department of Trailsportation Office of EEO Contract Management ',;ai Provisions ,',ev i;;ed 6/98 REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION CONTRACTS Form-1273 (52 FR 36920, October 2, 1987, revised October 21, 1993, FHWA Electronic Version March 10, 1994) I. General.,.................. II. Nondiscrimination............. III, Nonsegregated Facilities . . . . . . . , . IV. Payment of Predetermined Minimum \V age,. '.'. . . . . . . , . . . . . , . . . . . . V. Statements and Payrolls ......... VI. Record of Materials, Supplies, and Labor, '; . . . . . . . , . . . . . . . . . . . . VII. Subletting or Assigniilg the Contract . VIII. Safety: Accident Prevention ...... IX. False Statements Concerning Highway Projects . . . . . . . . . . , . . . . . . . . . X., Implementation ,of Clean Air -Act- and" Federal Water Pollution Control Act . XI. Certification Regarding Debarment, Suspension, Ineligibility, and Voluntary Exclusion .................., XII. Certification Regarding Use of Contract Funds for Lobbying , . . . . . . . . . . . Appendix A ...................... I. GENERAL Page EEO-25 EEO-25 EEO-29 EEO-29 EEO-32 EEO-33 ' EEO-33 EEO-34 EEO-34 EEO-35 EEO-35 EEO-37 EEO-38 1. These contract provisions shall apply .to all work performed on the contract by the contractor's own organization and, with, the' assistance' of workers under the contractor's immediate superintendence and to all work performed on the . contract by, piecework" station, work" or.. by subcontract. 2. Except as otherwise provided for in each section, the contractor shall insert in each subcontract all of the stipulations contained in these Required Contract Provisions, and further require their inclusion in ai1Y lower tier subcontract or purchase order that may in turn be made. The Required Contract Provisions shall not be incorporated by 'reference in any case. The-prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with these Required Contract Provisions. 3. A breach of any of the stipulations contaLl1ed in these Required Contract Provisions shall be sufficient grounds for termination of the contract. 4. A breach of the following clauses of the Required Contract Provisions may also be grounds for debarment as provided in 29 CFR 5.12: Section I, paragraph 2; Section IV, paragraphs 1,2,3,4, and 7; SeCtion V T' paragraphs .1, and 2a through 2g: 5. Disputes arising out of the labor standards provisions of Section IV (except paragraph 5) and Section V of these Required Contract Provisions shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the LJ. S. Department..of. Labor (DOL) -as, set forth ,in 29 CFR 5-" 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its sub- contractors) and, the contracting, agescy., ,the DOL; 'or, the .. contractor's employees or their representatives. 6. Selection of Labor: During the performance of ibis contract, the contractor shall not: a." discriminate against .labor ,from a,11Y other State, possession, or territory of the United States (excep: for employment preference for Appalachian contracts, 'When applicable, as specified in Attachment A), or b. employ convict labor for any purpose withh the limits of the project unless it is labor performec by convicts who are on parole, supervised release. ur probation. II. NONDISCRI.rvllNATION (Applicable to all Federal-aid construction contracts and to' all related'subcontracts of $-1{);000'or more.) 1, Equal.Employment.Opportunity.: ..Equal emIi()Y~ ment opportunity (EEO) requirements not to discrimb..ate and to take 'affirmative action to assure equal oppornoity as set forth under laws, executive orders, rules, regulaions (28 CFR 35,29 CFR 1630 and 41 CFR 60) and ordes. of the Secretary of Labor as modified by the provisons prescribed herein, and imposed pursuant to 23 U. S. C.1. 40 shall constitute the EEO and specific affirmative adon standards for the contractor's project activities undert.his contract. Thecqual Opportu.flJty ConstructionCon':- act Specifications set forth under 41 CFR 60-4.3 and 'the provisions of the American Disabilities Act of 1990(42 U.S.C. 12101 ~~.) set forth under 28 CFR 35 ani 29 CFR 1630 are incorporated by reference in this contact. In the execution of this contract, the contractor agree.; to comply with the following minimum specific requirer,..ent activities of EEO: a. The contractor will work with the State high..-'ay agency (SHA) and the Federal Government in carryingclUt EEO obligations and in their review of his/her activ'_ ies under the contract. b, The contractor will accept as his operating pcjicy the'following statement:, , EEO Page 25, ;0 Special Provisions vised 6/98 Minnesota Department of Transportation Office of EEO Contract Manag~ment REQUIRED CONTRACT PROVISIONS (con't) "It is the policy of this Company to assure that applicants are employed" and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, age or disability. Such action shall include: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of payor other forms of compensation; and selection for training, including apprenticeship, preapprenticeship, aIld/or on-the-job trainil1g." 2. EEO Officer: The contractor will designate and ma..1.ce known to the SHA contracting officers an EEO Officer who will have the responsibility for and must be capable of effectively administering and promoting an ac.ti.ve. con!J:acto.r. program. of EEO and woo must. be assigned adequate authority and responsibility to do so. 3 ,Dissemination ..of ,Policy~ "All ,members of the contractor's staff who are authorized to hire, supervise, promote, and discharge employees, or who recommend such action, or who are substa..l1tially involved in such action, will be made fully cognizant of, and will implement, the contractor's EEO policy and contractual responsibilities to provide EEO in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum: a. Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the contractor's EEO policy and its implementation will be reviewed and explained. The meetings will be conducted by the EEO Officer. b. All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer, covering all major aspects of the contractor's EEO obligations within thirty days following their reporting for duty with Ll:le contractor. c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the contractor's procedures for locating and hiring minority group employees. d. Notices and posters setting forth the contractor's EEO policy will be placed in areas readily accessible to employees, applicants for employment and potential employees. e. The contractor's EEO policy and the procedures to implement such policy will be brought to the attention of employees by means of meetings, employee handbooks, or other appropriate means. 4. Recruitment: When advertising for employees, the contractor will include in all advertisements for employees the notation: "An Equal Opportunity Employer." All such advertisements will be placed in publications having a large circulation among minority groups in the area from which the project work force would normally be derived, a. The contractor will, unless precluded by a valid bargainil1g agreement, conduct systematic arld direct recruitment through public and private employee referral sources likely to yield qualified minority group applicants, To meet this requirement, the contractor will identify, sources of potential minority group employees, and establish with such identified sources procedures whereby minority group applicants may be referred to the contractor fur. employme.n1, consideration., b, In the event the contractor has a valid bargaining agreement providing for exclusive, hiring haU referrals, he is expected to observe the provisions of that agreement to the extent that the system permits the contractor's compliance with EEO contract provisions. (The DOL has held that where implementation of such agreements have the effect of discriminating agail1st minorities or women, or obligates the contractor to do the same, such imple- mentation violates Executive Order 11246, as amended.) c. The contractor will encourage his present employees to refer minority group applicants for employment. Information and procedures with regard to referring minority group applicants will be discussed with employees. 5. Personnel Actions: Wages, working conditions, and employee benefits shall be established and a-dministered, and personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, national origin, age or disability. The following procedures shall be followed: a. The contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel. b. The contractor will periodically evaluate the spread of wages paid within each classification to determine any evidence of discriminatory wage practices. c. 'The contractor will' periodically revieW' select-ed ' personnel actions in depth to determine whether there is evidence -of disc -rim in at ion, ' 'W:hereevidenee ,is found; ,the, contractor will promptly take corrective action. If che review indicates that the discrimination may extend beyo-nd the actions reviewed, such corrective action shall mcltl-de ' all affected persons. EEOPage26 Minnesota Department of Tnmsportation Office ofEEO Contract Management EEO ", : :31 Provisions '{C\ ised 6.198 REQJ.JlRED CONTRACT PROVISIONS (con't) d. The contractor will promptly investigate all complai.11ts of alleged discrimination made to the contractor in connection with his obligations under this contract, will attempt to resolve such complaints, and will take appropriate corrective action within a reasonable time, If the. iD.vestigation..jndicates_ thauhe, discrimination...may affect persons other tha.'1 the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the contractor will inform every complainant of all of his avenues of appeal. 6. Training and Promotion: a. The contractor._will assist.inlo.cating.,.,qualif}r.ing, ,..- and increasing the skills of minority group and women employees, and applica.nts for employment. b. Consistent with the contractor's work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of training programs, Le., apprenticeship, and on-the-job training programs for the geographical area of contract performance. Where feasible, 25 percent of apprentices or trainees in each occupation shall be in their first year of apprenticeship or training. Ln the event a special provision for training is provided under this contract, this subparagraph will be superseded as indicated in the special provision. c. The contractor will advise employees and applicants,Jor..employment.of.available,training .programs..", and entrance requirements for each. d. The contractor will periodically review the training and promotion potential of minority group and women employees and will encourage eligible employees to apply for such trainil1g and promotion. T. Uhions: If'the contractor relies ill whole or ill part upon unions as a source of employees, the contractor will use his/her best efforts to obtain the cooperation of such unions to increase opportunities for minority groups and women within the unions, and to effect referrals by such unions of minority and female employees. Actions by the contractor either directly or through a contractor's association acting ~s agep.t will include the pr9cedures set forth below: a. The contractor will use best efforts to develop, in cooperation with the unions, joint training programs aimed toward qualifying more minority group members and women for membership in the unions and increasing the skills of minority group employees and women so that they may qualify for higher paying employment. b. The contractor will use best efforts to incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, national origin, age or disability. EEO Page 27 c.' The contractor' is to obtain information as,tOL,1o.e referral practices and policies of the labor union excelJt tI:at to the extent such information is within theexc!usive possession of the labor union and such labor union rduses to furnish such information to the contractor, the contractor shall so certify to the SHA and shall set forth what efforts have been made to obtain such information. d. In the event the union is unable to provicle the contractor with a reasonable flow of minority and \vornen referrals within the time limit set forth in the colhctive bargaining agreement, the contractor will" through independent recruitment efforts, fill the emplo~lIT1ent vacancies without regard to race, color, religion, sex, nationaLori~in ,..age.,or .disability.; making..full, effCrts.to obtain qualified and/or qualifiable minority group persons and women. (The DOL has held that it shall be no c.:cuse that the union with which the contractor has a coll~ctive bargaining agreement providing for exclusive referral failed to refer minority employees.) In the event u'1e lrUon referral practice prevents the contractor from meetilg u1e obligations pursuant to Executive Order 1124\, as amended, and these special provisions, such contactor shall immediately notify the SHA, 8. Selection of Subcontractors, Procuremelt of Materials. and 'Leasing..of. Equipment::.. The, contactor shall not discriminate on the grounds of race, 1010r, religion;" sex;' national:"origin';'age' or' disability. ii' the selection and retention of subcontractors, inchding procurement of materials and leases of equipment. a. The contractor shall notify all potential s~b- contractors ,and ,suppliers of hislher.EEO obligations'noder this contract. , b, Disadvantaged business enterprises (DEI), as defmed in 49 CFR 23, shall have equal opportuny to compete for and perform subcontracts which the cont3.ctor enters into pursuant to this contract. The contracto vvill use his best efforts to solicit bids from and to utilizer) :BE subcontractors or subcontractors with meaningful mi::::lcity group and female representation among their empIN~:.es, Contractors shall obtain lists of DBE construction ilms from SHA personnel. c. The contractor will use his best efforts to es1iil.lre subcontractor compliance with their EEO obligation, 9. Records and Reports: The contractor shallceep such records as necessary to document compliance wh the EEO requirements. Such records shall be retainedo-r a period of three years following completion of the CO:iact work and shall be available at reasonable times and rae:es for inspection by authorized representatives of the;BA ai1d the FHW A. a. The records kept by the contractor shall doc'tl..ent the following: EO Special Provisions ,evised 6/98 Minnesota Department of Transportation Office of EEO Contract Management REQUIRED CONTRACT PROVISIONS (can't) (1) The number of minority aIld non-minority group members' and women employed in' each work classification on the project; (2) The progress and efforts being made in cooperation with unions, when applicable, to increase employment opporrunities for minorities and women; (3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minority and female employees; and (4) The progress and efforts being made in securing the services of DBE subcontractors or subcon- trac.tors. wi!b.me.aningful minority and female. re.pre.senta7 tion among their employees. b, The contractors wili submit an annual report to the SHA each July for the duration of the project, indicating the number of minority, women, and non-minority group employees currently engaged in each work classification required by the contract work. Tnis information is to be reported'Oll FormPR,1391,If on~the~job trai:ning'is' being''''" required by special provision, the contractor will be required to collect aIld report training data. m. NONSEGREGATED FACILITIES (Applicable to all Federal-aid construction contracts and to all related subcontracts of $10,000 or more.) a. By submission of this bid, the execution of this contract or subcontract, or the consum.mation of this material supply agreement or purchase order, as appro- priate, the bidder, Federal-aid construction contractor, subcontractor, material supplier, or vendor, as appropriate, certifies that the firm does not maintain or provide for its employees any segregated facilities at any of its establishments, and that the firm does not permit its employees to perform their services at any location, under its control, where segregated facilities are maintained. The firm agrees that a breach of this certification is a violation of the EEO provisions of l'J.is contract. The firm further certifies that no employee will be denied access to adequate facilities on the basis of sex or disability. b. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating areas, timeclocks, locker rooms, and other storage or dressing areas, parking lots, drin..ldng fountains, recreation or entertainment areas, transportation, and housing facili es provided for employees which are segregated by explicit directive, or are, in fact, segregated on the basis of race, color, religion, national origin, age or disability, because of habit, local custom, or otherwise. The only exception will be for the disabled when the demands for accessibility override (e.g. disabled parking). c, The contractor agrees that it has obtained or will EEO Page 28 obtain identical certification from proposed subcontractors or material suppliers"prior to award of sUDcontracts or consUlmnation of material supply agreements of $10,000 or more and that it will retain such certifications in its fUes. IV. P A YlvIENT OF PREDETERMTh"ED rvIINIMUM WAGE (Applicable to all Federal-aid construction contracts exceeding $2,000 and to all related subcontracts, except for projects located on roadways classified as local roads or rural min.or. c.o1le.ctors.,. whic.h. are. ex.emp.t.) 1. General: a. All mechanics and laborers employed or working upon the site of the work will be paid unconditionally and not less often than once a week and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations (29 CFR 3) issued by the Secretary of ,Labor under the Copeland Act (40 D.S.C. 276c) the full amounts of wages and bona fide frii'1ge:benefits (or-.cash:equivalents thereot) 'due:at:time::of, payment. The payment shall be computed at wage rates not less than those contained in the wage determination. of the Secretary of Labor (hereinafter "the wage determination") which is attached hereto and made a pail hereof, regardless of any contractual relationship wh.ich may be alleged to exist between the contractor or its subcontractors and such laborers and mechanics. The wage determination (including any additional classifications and wage rates conformed under paragraph 2 of this Section IV and the DOL poster (WH-1321) or Form FHW A -1495) shall be posted at all times by the contractor and its subcontractors at the site of the work in a promin.ent and accessible place where it can be easily seen by the workers. For the purpose of this Section, contributions made or costs reasonably anticipated for bona fide fringe benefits under Section 1(b)(2) of the Davis-Bacon Act (40 U.S.C. 276a) on behalf of laborers or mechanics are considered wages paid to such laborers or mecharics, subject to the provisions of Section IV, paragraph 3b, hereof. Also, for the purpose of this Section, regcllar contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs, which cover the partic~lar weekly period, are deemed to be constructively mad~ or incurred during such weekly period. Such iaborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without re!;ard to skin, except as provided in paragraphs 4 and 5 of this Section IV, b. Laborers or mechanics perforro..ing work in more than one classification may be compensated at the rate specified for each classification for the time actually Minnesota Depamnent of Transportation Office of EEO Contract Management EEO "'~; ,'j Provisions 1- ,;vlsed 6/98 REQUIRED CONTRACT PROVISIONS (con't) worked therein, provided, that the employer's payroll records accurately set forth the time spent in each classification in which work is performed. c. All rulings and interpretations of the Davis-Bacon Act and related acts contained in 29 CFR 1, 3, and 5 are herein incorporated by reference in this contract. 2. Classification: a. The SHA contracting officer shall require that any class... of ,laborers.. ' or ' mechanics.- employ.ed - ImdeL the.._ contract, which is not listed in the wage determination, shall be classified in conformance with the wage determination'.. b. The contracting officer shall approve an additional classification, wage rate and fringe benefits only when the following criteria have been met: (1) the work to be performed by the additional classification requested is not performed by a classification in the wage determination; (2) the additional classification is utilized in the area by the construction industry; (3) the proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination; an~ (4) with respect to helpers as dermed in Section IV A(c), whell such a classification prevails in the area in which the work is performed. that additional time is necessary e. The wage rate (including fringe benefits where appropriate) determined pursuant to paragraph 2c or 2d of this Section IV shall be paid to all workers performing work in the additional classification from the first day on which work is performed in the classification. 3. Payment of Fringe Benefits: a. Whenever the minimum wage ,rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the"'contractor'"or'"subcontractOTs-; as" appropriate, shaH.... either pay ihe benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly case equivalent thereof. b. If the contractor or subcontractor, as appropriate, does not make payments to a trustee or other third person, he/she may consider as a part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plar. or program, provided, that the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. 4. Apprentices and Trainees (programs of the U.S. DOL): a. Apprentices: (1) Apprentices will be permitted to work at less than the pregetermined rate for ihe work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the DOL, Employment and Training Administraton, Bureau of Apprenticeship and Training, or with a State apprenticeship ,agency . recognized by,.the, Bureau" or, if ,a person is employed in his/her fIrst 90 days of probation..ary employment as an apprentice L."1 suchan apprentice:.hip program, who is not individually registered in the program, but who has been certified by the BureaL of Apprenticeship and Training or a State appremice:.hip d. In the event the contractor or subcontractors, as agency (where appropriate) to be eligible for probatioLary appropriate, the laborers or mechanics to be employed in employment as an apprentice. the additional classification or their representatives, and the (2) The allowable ratio of apprentices to contracting officer do not agree on the proposed journeyman-level employees on the job site in any craft classification and wage rate (including the amount classification shall not be greater than the ratio permi:ted designated for fringe benefits, where appropriate), the to the contractor as to the entire work force under the contracting officer shall refer the questions, including the registered program. Any employee listed on a payro: I at vie\~s of all interested parties and the recommendation of an apprentice wage rate, who is not registered or othervise the contracting officer, to the Wage and Hour Adminis- employed as stated above, shall be paid not less t.l}an the trator. ,.for ..determination;., Said.. Administr-ator,,' , or ,.an", applicable wage ,r.ate 'listed-in . the wage 'Geterrnination-for- .. authorized representative', will iSsue a determinatiOIi within' the classification of work actually performed. In addit: on, 30 days o( receipt 2.Il:d so advise the contracting offlcer or any appren(ice performing wQrk on the job sjte in excess will not.i.f)!.the,.contracting.officer. within.the.3D",da:y,.period, .. of the ratio permitted under the registered programshall.be EEO Page 29 c. If the contractor or subcontractors, as appropriate, the laborers and mechanics (if known) to be employed in the additional classification or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the DOL, Administrator of the Wage and Hour Division, Employment Standards Ad.m.h-ustration, Washington, D.C. 20210. The Wage and Hour, Administrator; ,or..an authorized. representative,..will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting. officer. or. willootify.the contracting. officer.- .. within the 30-day period that additional time is necessary. .:::'" ;;v-::ial Provisions ~v{sed 6/98 Minnesota Department of Transportation Office of EEO Contract Management REQUIRED CONTRACT PROVISIONS (con 't) paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor or subcontractor is performing construction on a project in a locality other than that in which its progr~ is registered, the ratios and wage rates (expressed m percentages of the journeyman-level hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. (3). Ev.eryapprentice.rnust.be paid at not less than., , the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeyman-level hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe be;efits in accordance with the provisions of the apprenticeship program, If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full' amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator for the Wage a.11d Hour Division determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance' witlI that determination. (4) ,In the ,e,yentthe ,Bur.eau_of Apprenticeship,and.__ Training, or a State apprenticeship agency recognized by the Bureau, withdraws approval of an apprenticeship program, the contractor or subcontractor will no longer be permitted to ,utilize -apprentices'at -less-than the' applicable'. predetennined rate for the comparable work performed by regular employees until an acceptable program is approved. b. Trainees: (1) Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetennined rate for the work perfopned unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by , formal certification by the DOL, Employment and Training Administration. (2) The ratio of trainees to journeyman-level employees on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Any employee listed on the payroll at a trainee rate who is not regist~red and participating in a training plan approved by the EmpToyrrient .andIniiDing.Administiation,shalLbe'paid,noC _ ' less than the applicable wage rate on u1e wage determi- nation, ,for-, the classificationof-wor-k.. actually, performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under th e registered program shall be paid not less than the applicable wage rate on the wage determination for the work act\lally performed. (3) Every trainee must be paid at,not-Iessthan the, rate specified in the approved program for his/her level of progress, expressed as a percentage of the journeyman- level hourly rate 'specified in the applicable' wage EEO Page 30 determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Waae and Hour Division determines that there is an e , apprenticeship program associated with the correspondmg journeyma.11-level wage rate on the wage determination whiCh -provides fof' less Ll1an full -friDge be-nefits' for apprentices, in which case such trainees shall receive the same fringe benefits as apprentices. (4) In the event the Employment and Training Administration withdraws approval of a training program,' the contractoror"subcontractor will 'no -longer be 'permitted ,- to utilize trainees at less than the applicable predetermined rate for the work penorme.d until an.acceptab1e program is approved. c. Helpers: Helpers will be permitted to work on a project if the helper classification is specified and defmed on the applicable \\'age -determinatioIior, is, approved -pursuant' to the conformance procedure set forth in Section IV,2. Any worker listed on a payroll at a helper wage rate, who is not a helper' under an approved defInition, shall be paid l1~t less than the applicable wage rate on the wage deterOll- nation for the classification of work actually performed. 5. Apprentices and Trainees (programs of the U.S. DOl): Apprentices and trainees working under apprentice-, ship and skill training programs which have been certifl:d by the Secretary of Transportation as promoting EEO_ m connection with Federal-aid highway construct]on programs are not subject to the requirements of paragraph 4 of this Section IV. The straight time hourly wage rates for apprentices and trainees under such programs will be established by the particular programs. 'The ratio of apprentices and trainees to journeymen shall not be greater than permitted by the terms of the particular progr;u"11. 6. Withholding~ The' SHA shall upon its own action or upon writ"ten request of an authorized representative of the DOL withhold, or cause to be withheld; from the contractor or subcontractor under this contract or any other Fede=-ral contract with the same prime contractor, or any otber Federally-assisted contract subject to Davis-Bacon prevailing wage requirements which is held by the sa::me prime , contractor'i' as, much, of the, accrued ,payments, ,or- advances as may be considered necessary to pay laborcers and mechanics, including apprentict;s, trainees, amd helpers; employed by the ,contractor or anysubcontrac tor'" Minnesota Department of Transportation Office of EEO Contract Management EEO Si' ' ProvIsions i :vised 5/98 REQUIRED CONTRACT PROVISIONS (con't) the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the SHA contracting officer may, after written notice to the contractor, take such action as may be necessary to cause L.~e suspension of any further payment, advance, or guarantee of funds li..TJ.til such violations have ceased, 7, Overtime Requirements: No contractor or subcontractor contracting for any part of the contract work which may require or involve L.1e employment -of laborers; mechanics'; watchmen, or guards' (including apprentices, traLt,ees, and helpers described in paragraphs 4 and 5 above) shall require or permit any laborer, mecharJc, watchman, or guard in any work'Week in which he/she is employed on such work, to work in excess. ofAG hours in.,such,:w.orkweek _unless, such.laborer" -, , mechanic, watchman, or guard receives compensation at a rate not less' than' one-and-one-half times hislherbasic rate of pay for all hours worked in excess of 40 hours in such workweek. 8. Violation: Liability for Unpaid Wages; Liquidated Damages: In the event of any violation of the clause set forth in paragraph 7 above, the contractor and any subcontractor responsible thereof shall be liable to the affected employee for hislher unpaid wages. In addition,such contractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory) for liquidated damages. Such liquidated damages shall be computed with respect to each ii1dividual laborer, mechanic, watchman, or guard employed in violation of the clause set forth in paragraph 7, in the sum of S 1 0 for each calendar day on which such employee was required or permitted to work in excess of the stal1dard work week of 40 hours without payment of the overtime wages required by'the'clause-set forth-in 'paragraph'7, 9. Withholding for Unpaid Wages and Liquidated Damages: The SHA shall upon its own action or upon written request of any authorized representative of the DOL witliliold, or cause to be withheld, from any monies payable on account of work performe<l by the contractor or subcontractor under any such contract or any other Federal contract with the same prime cant ractor, or any other Federally-assisted contract subject tf() the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may- be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and 1 iquidated damages as provided in the clause set forth in paragraph 8 above, EEO Page 31 V. STATEMENTS AA"D PAYROLLS (Applic;3.ble to all Federal-aid construction contracts exceeding $2,000 and to all related subcontracts, except for projects located on roadways classified as local roads or rural collectors, which are exempt.) 1. Compliance with Copeland Regulations (29 eFR 3): The contractor shall comply with the Copeland Regula- tions of the Secretary of Labor which are herein incorporated by reference. 2. Payrolls and Payroll Records: a. Payrolls and basic records relating thereto shall be maLTJ.tained by the contractor and each sHbcontractor during the course of the work and preserved for a period of 3' years from the date of completion of the contract for all laborers, mechan..ics, apprentices, trainees, watchmen, helpers, and guards working at the site of ul.e work. b. The pay!-,o11 records shall contain the name, social security number, and address of each such employee; :his or her correct classification; hourly rates of wages paid (including rates of contributions or costs a\1ticipated for bona fide fringe benefits or cash equivalent thereof the types described in Section 1(b)(2)(B) of the Davis Bacon Act); daily and weekly number of hours worked; deductions made; and actual wages paid. In addition, for Appalachian contracts, the payroll records shall contain a notation indicating whether the employee does, or does not, normally reside in the labor area as defined in Attach- ment A, paragraph 1, Whenever the Secretary of Lab-or, pursuant to Section IV, paragraph 3b, has found that the wages of any laborer or mechanic include the amount: of any costs reasonably anticipated in providin,g benefits un<<:ler a plan or program described in Section 1(b)(2)(B) of the Davis Baco'n Act, the contractor and each subcontractor shall maintain records which show that the commitmen~ to provide such benefits is enforceable, that the plan or program is fmancially possible, that the plan or program has been communicated in writing to the laborers or mechanics affected, and show the cost anticipated or the actual cost incurred ih'providirig benefits'. Contractors or subcontractors employing apprentices or trainees un der approved programs shall maintain written evidence of the registration of apprentices and trainees, and ratios :IDld wage rates prescribed in the applicable programs, c, Each contractor and subcontractor shall fu~sh, each week in which any contract work is performed, to the SHA resident engineer a payroll of wages paid each of its employees (including apprentices, trainees, and helpers, described in Section IV, paragraphs 4 and 5, =and watchmen and guards engaged on work during the preceding weekly payroll period). The payroll submi1tted shall set out accurately and completely all of the inforJiTIa- tion required to be maintained under paragraph 2b of "'this Section V. This information may be submitted in any form ~E;'" -"pecial Provisions <.evised 6/98 Minnesota Department of TraIlsponation Office of EEO Contract Management REQUIRED CONTRACT PROVISIONS (con't) desired. Optional Form WH-347 is available for this purpose and may be purchased from the Superintendent of Documents (Federal stock number 029-005-0014-1), U.S. Government PrL'1ting Office, Washington, D.C. 20402. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors, d, Each payroll submitted shall be accompanied by a n Statement of Complia.TJ.ce," signed by the contractor or subcontractor or hislher agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: (1) that the payroll for the payroll period contains the information required to be maintained under paragraph 2b of this Section V and that such information is correct and complete; (2) that such laborer or mecbanic (including each helper, apprentice, fu'1d trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, witti.out rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly' 'from' ..the. 'full..wages. earned,,'" other' than' permissible deductions as set forth in the Regulations, 29 CFR 3; (3) that each laborer or mechanic has been paid not less that the applicable wage rate and fringe benefits or cash equivalent for the classification of worked performed, as _.. specified _ In .the,. _applicable, _ wageudetermination... incorporated into the contract. e. The weekly submission of a properly executed -certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement or Compliance" required by paragraph 2d of this Section V. f. The falsification of any of the above certifications may subject the contractor to civil or criminal prosecution under 18 U.S.C. 1001 and 31 U.S.C. 231. g, The contractor or subcontractor shall make the records required under paragraph 2b of this Section V available for inspection, copying, or transcription by authorized representatives of the SHA, the FHW A, or the DOL, and shall permit such representatives to interview employees during working hours IQn the job. If the contractor or subcontractor fails to submit the required records or to make them available, the SHA, the FHW A, the DOL, or all may, after written notice to the contractor, sponsor, applicant, or owner, take such actions as may be necessary to cause the suspension of .any further payment, advance, or guarantee of funds. Fu.rthermore, failure to EEO Page 32 submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. VI. RECORD OF l\ilA TERIALS, SUPPLIES, At~'D LABOR 1. On all Federal-aid contracts on the National Highway System, except those which provide solely for the installation of protective devices at railroad grade crossings, those which are constructed on a force account or direct labor basis, high\vay beautification contracts, and contracts for which the total fmal construction cost for roadway and bridge is less than $1,000,000 (23 CFR 635) the contractor shall: a. Become familiar with the list of specific materials and supplies contained in Form FHWA-47, "Statement of Materials and Labor Used by Contractor of Highway Construction Involving Federal Funds," prior to the commencement of work under this contract. b. Maintain a record of the total cost of all materials and supplies purchased for and incorporated in t.l-je work, and, also of the 'quantities' of those' specific materials' and, supplies listed on Form FHWA-47, and in the upJts shown on Form FHWA-47. c. Furnish, upon the completion of the contract, to the SHA resident engineer on Form FHW A-47 together with the data required in paragraph 1 b relative to materials and, supplies.,... a final.labor ,summary.,of .alLcontr.act. work, ,. indicating the total hours worked and the total amount earned. '- 2. At the prime contractor's option, either a single report covering all contract work or separate reports for the contractor and for each subcontract shall be submit"ted, vn. SUBLETTING OR ASSIGNING THE COI'iTR..At.CT 1. The contractor shall perform with its own org;ani- zation contract work amounting to not less than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total original contract price, excluding any specialty items designated by the State. Specialty items may be performed by subcontract and the amount of any such specialty items performed may be deducted from the total original contract price before computing the amount of work required to be performed by the contractor's own organization (23 CFR 635). a. "Its own organization" shall be construed to include only workers employed and paid directly by the prime contractor and equipment owned or rented by the prime contractor, with or without operators. Such term does not include employees or equipment of a subcontcac- tor, assignee, or agent of the prime contractor. Minnesota Department ,of Transportation Office of EEO Contract Management EE0 :' i Pwv isions , ~yised 1i!98 REQUIRED 'CONTRACT PROVISIONS (con't) b, "Specialty Items" shall be construed to be limited to \vork that requires highly specialized knowledge, abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid on the contract as a whole and in general are to be limited to minor componems of the, overall, contract.' 2, The contract amount upon which the requirements set forth in paragraph' lof Section vn 'is computed includes the cost of material and manufactured products which are to be purchased' or produced by' the- cDntractor under the- contract provisions. 3, The contractor shall furnish (a) a' competent superintendent or supervisor who is employed by the firm, has full authority to direct performa'1ce of the work in accordance with the contract requirements, and is in charge of all consrructionoperations (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and engineering services) as the SHA contracting officer determines is necessary to assure the performance of Lhe contract. 4, No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written consent of the SHA contracting officer, or authorized representative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the SHA has assured that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. VIII. SAFETY: ACCIDENT PREVE1'l'TION 1. In the performance of this contract the contractor shall comply with all applicable Federal, State, and local laws governing safety, health, and sanitation (23 CFR 635). The contractor shall provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the SHA contracting officer may determine, to be reasonably necessary to protect the life and health of employees on the job and the safety of the public and to protect property in connection with the perfomance of the work covered by the contract. 2. It is a condition of this contract, and shall be made a condition of each subcontract, which 'the contractor enters into pursuant to this contract, that the contractor and any subcontractor shall not permit any employee, in performance of the contract, to work in surroundings or under conditions whiCh are unsanitary, hazardous or dangerous to his/her healtJ.'1 or safety, as determined under construction safety and health standards (29 CFR 1926) promulgated by the Secretary of Labor:-, in accordance with Section 107 of the Contract Work Hours and Safety Stan- dards Act (40-U .S.C., 333).- 3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or authoriz.~d representative thereof, shall have right of entry to all)' SIte of contract performance to inspect or investigate the macter of compliance with the construction safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Stan- dards Act (40 V.S.C. 333), IX. - FALSE STATE!vIEr-.."TS CONCERl'Hl....'O HIGH~ WAY PROJECTS In order to assure high quality and durable constructio~ in conformity with approved plans and specifications ana a "high'''degree''of'''reliability, on"staterr:ents . aid representations made by engineers, contractors, SU?pl1e~s, ai1d'workersDn"Federa1~aidh:ighway'projects;' it is esse!l~'" that all persons concerned with the project perform their functions as carefully, thorougJ11y, and honestly as possible. Willful falsification, distortion, or misrepr~- sentation with respect to any facts related to the projeCl1S a violation of Federal law. To prevent any mis~~er- standina reo-arding the seriousness of these and slm1lar /::< e . I acts, the following notice shall be posted on each FeClera - aid highway project (23 CFR 635) in one or more plaa::es where it is readily available to all persons concerned With the project: NOTICE TO ALL PERSON1\r:EL ENGAGED ON FEDERAL-AID IllGHWAY PROJECrS 18 U.S.c. 1020 reads as follows; "lVhoever being an officer, agent, or employee of the United States, of any State or Territory, or whoe,,:,er, Y..'hether a person, association, finn, or corporat: tOn, knowingly makes any false statement, false representatl.on, or false report as to the character, quality, quantity, or cost of the material used or to be used, or the quantity' or quality of the work perfonned or to be peiformed, or the cost thereof in connection with the submission of plans, maps, specificmions, contracts, or costs of constr.tetion. on any highway or related project submitted for approva4 to the Secretary of Transportation; or Whoever knowingly makes any false staJement, false repre- sentation, false report or false claim with respect to the character, quality, quantity, or cost of any work peifOrrFled or to be performed, or materials furnished or to be furnished, in connection with the construction of tany highway or related project approved by the Secretary of Transportation; or 'l-Vhoever knowingly makes any false statemeni or fc:;;;.lse representation as to material fact in any SiGtement, certificate, or report submitted pursuant to provisiorzSi of the Federal-aid RoadsAct approved July 1, 1916, (39 S..Jat. 355), as amended andsupplemerued;" EEO Page 33_ EO Special Provisions ,evised 6/98 Minnesota Department of Transportation Office of EEO Contract Management REQUIRED CONTRACT PROVISIONS. (con.'t) Shall be fined not more tr..at $10,000 or imprisoned not more th.an 5 years or both:" ' X. IMPLEMENTATION OF CLEAN AIR ACT Al'i"D FEDERAL WATER POLLUTION CONTROL ACT (Applicable to all Federal-aid construction contracts and to all related subcontracts of $100,000 or more.) By submission of this bid or the execution of this contract, or subcontract, as appropriate, the bidder, Federal-aid construction contractor, or subcontractor, as appropriate, wiil be deemed to have stipulated as follows: 1, That any facility that is or will be utilized in the performance of this contract, unless such contract is exempt under the Clean Air Act, as a.TJ1ended (42 U.S.c. 1857 ~ ~., as amended by Pub.L. 91-604), and under the Federal Water Pollution Control Act, as amended (33 U.S.C. 1251 ~ .ilil., as amended by Pub.L. 92-500), Executive Order 11738, and regulations in implementation thereof (40 CFR 15) is not listed, on the date of contract award, on the U.S. Envirorunental Protection Agency (EP A) List of Violating Facilities pursuant to 40 CFR 15.20. 2. That the firm agrees to comply and remain in compliance with all the requirements of Section 114 of the Clean Air Act and Section 308 of the Federal Water Poliution Control Act and all regulations and guidelines listed thereunder. 3. That the firm shall promptly notify the SHA of the receipt of any communication from the Director, Office of Federal Activities, EP A, indicating that a facility that is or will be utilized for the contract is under consideration to be listed on the EP A List of Violating Facilities. 4. That the firm agrees to include or cause to be included the requirements of paragraph 1 through 4 of this Section X in every nonexempt subcontract, and further agrees to ta.1<e such action as the government may direct as a means of enforcing such requirements. XI. CERTIFICATION REGARDING DEBARMENl, SUSPENSION, ThTELIGIBILITY AND VOLUNTARY EXCLUSION 1, Instructions -for.Certification.-,Primar-y,.C{)vered, . ' Transactions: (Applicable to all Federal-aid contracts - 49 CFR 29) a. By signing and submitting this proposal, the prospective primary participant is providing the certification set out below, b. The inability of a person to provide the certification set out below'will riot necessarily result iri denial of participation in this covered transaction. The prospective participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explana,tion will be considered in connection.. with 1he ,depanmenLor agenq:':s determination..,__ whether to enter into this transaction. However, failure of the prospective primary participant to furnish a certification or an explanation shall disqualify such a person from participation in this transaction. c, The certification in this clause is a material representation of fact upon which reliance was placed when the department or agency determined to enter into this transaction. If it is later determined that the prospective primary participal1t knowingly rendered an erroneous certification, iIl addition to other remedies available to the Federal GovernInent, the department or agency may te:-:mi- nate Ll1is transaction for cause of default. d, The prospective primary participant shall pWvide immediate written notice to the department or agency to whom this proposal is submitted if any time the prospective primary panicipant learns that its certification was erroneous when submitted or has become erroneom by reason of changed circumstances. e. The terms "covered transaction," "debarr~d," "suspended," "ineligible," "lower tier covered trarsac- tion," "participant," "person," "primary covered trans- action," "principal," "proposal," and "voluntarily exclud- ed," as used in this clause, have the meanings set out iL the Defmitions,and Coverage sections of rules implemertin.g Executive Order 12549 . You may contact the departnent or agency to which this proposal is submitted for assistl.llce in obtaining a copy of those regulations. f. The prospective primary pa.rticipa.Tlt agree: by submitting this proposal that, should the proposed cov;:red transaction be entered into, it shall not knowingly enter into any lower tier covered traIls action with a person \':vho is debarred, suspended, declared ineligible, or voluntLrily excluded from participation in this covered transaciion, unless authorized by the department or agency entering:into this transaction, g. The prospective primary participant further agrees by submitting this proposal that it will include the ca.use titled n Certification ..Regarding, Debannent;Susperuion;, ..' Ineligibility and Voluntary Exclusion-Lower Tier Cov::red Transaction," provided by the department or agency entering into this covered transaction, winout modification, in all lower tier covered transactions arsd in alrsolicitations for lower tier covered transactions, EEO Page 34 Minnesota Department of Traflsportation Office of EEO Contract Management Ec' ~'- , ,:1 Provisions ~vised 6/98 REQUIRED CONTRACT PROVISIONS (con't) h. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from u'1e covered transaction; 'unless" it - 'knows' that the certification-is ' erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not required to, check the nonprocurement portion of the "Lists of Parties Excluded From Federal Procurement or Nonprocurement Programs" (Nonprocurement Lis't) \vhkh i's compiled bY- the General Services Administration. i. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. j. Except for transactions authorized u..'1der paragraph f of these instructions, if a pa\1icipant in a covered tran,saction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may termi- nate this transaction for cause or default. ***** Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion--Primary Cov- ered Transactions 1, The prospective primary participant certifies to the best of its knowledge and belief, that it and its principals: a, Are not presently debarred, suspended, proposed for debarment, decIared inellgibfe, or vofuntarily excfuded from covered transactions by any Federal department or agency; b. Have not within a 3-year period preceding this proposal been convicted of or had a civil judgement rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract Ul1der a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; c. Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph Ib of this certification; and d. Have not within a 3-year period preceding this applicationJproposa:l'had" one- or' more'pubiic' transactions' (Federal, State or local) terminated for cause or default. 2. Where the prospective primary pa.-ricipant is unable to certify to Cll'1.y of the statements in this certification, such prospective participant shall attach an expla.T1ation to this proposal. - ***** 2. 'Instructions for Certification - LDwer Tier Cov- ered Transactions: (Applicable to all subcontracts, purchase orders and other lower tier transactions of $25,000 or more - 49 CFR 29) a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below. b. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determiIled that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department of agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. c. The prospective lower tier partICIpant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous by reason of changed circumstances. d. The terms "covered transaction, or "debarred," "suspended," "ineligible," "primary covered transaction," "participant," "person," "principal," "proposal," and "voluntarily excluded," as used in this clause, have the meanings set out in the Defmitions and Coverage secti.ons of rules implementing Executive Order 12549. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. e. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with wjich this transaction originated, EEO Page 35 ::u ':;:,ecial Provisions :vised 6/98 Minnesota Department of Transportation Office of EEO Contract Management REQUIRED CONTRACT PROVISIONS (con't) f. The prospective lower tier participant further agrees by submitting ~is pr.9p~sal that it will include this clause titled "Certification Regarding Debarment, Suspension; 'Ineligibility, and 'Voluntary 'Exclusion-Lower ,- Tier Covered Transaction," without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions, g. A participation in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction Ll1at is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, ullless it knows that the . certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not required to, check the Nonprocurement List. h. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certitication required by tlljs clause. The knowledge and information of participant is.not,required to exceed ,that which is ,normally possessed by a prudent person in the ordinary course of business dealings. i. Except for transactions authorized under paragraph e of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. * *.*.*-*.. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transactions: 1. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency, 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such pro~peC\ive participan~ shall attach an explaI].ation to this proposal. Xll. CERTIF1CATION REGARDING USE OF CON- TRACT FUNDS FOR LOBBYlNG (Applicable to all'Federal=aid construction contracts and .. to all related subcontracts which exceed $100,000 - 49 CFR 20) 1. The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: a, No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned,' to any person for hilluenciilg or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the aW;:lrding of any Federal contract, the making of aT1Y Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. \ b. Ifany. funds -other than Federal ,appropriated ,funds. have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal con- tract, gra\1t, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form- LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. 2. This C(ertification is a material representation of fact upon which reliance was placed when this transaction ,vas made or entered into. Submission of this certificatio:J, is a prerequisite for making or entering into this 'transae "tion imposed by 31 U.S.C. 1352. Any person who fails t::> file the required certification shall be subject to a civil pen21ty of not less than $10,000 and not more than $100,OOJ for each such failure. 3. The prospective participant also agrees by submit"ling his or her bid or proposal that he or she shall require that the language of this certification be included in all 10 -wer tier subcontracts, which exceed $100,000 and that all So uch recipients shall certify and disclose accordingly. EEO Page 36 SIG~ 80C!:t~i DZT ADL FOR SIGMS ilfiOU~T~D lilt COii!CIilIET~ ISLANDG (NO SCALE l ..~...... '''-...... TYPE "C" SIOll POST "~ ................ o 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 "1, ,~ I 6mm STAINLESS StEEL BOLTS WITH NYLON INSERT LOC~ NUTS PLACED NEAR TCl> ANO BOTTOM HOLES. TYPICAL ~OlJi'rrD~G lCO:m:i YIN. COHCRtTE STAINLESS STEEL WASHER AHa NYLON ~ASHER IT=O.a=m WIN..I.D.=10mm ~X..O.D.=22mm ~X.l TlY OF CONCRETE 4.... .. -- .. .... 'l 1. '1...... .. ..... .. ~.. " ." I!. ,:. . &" C .'" 0. .. . ~ .. 't .. '" . '" " .. .. :J. .. . . " "I. "I .. "'I .. "I ......." , ... '" #'/W~ '.' :i :il e ..., o I ..: .." .c .. , . . "'. ... . ...-...... .. ....:... .~ ':,. " .. 4 .. . S I Oll Sl:lI:XE T ANll INSERT FURN I SHED BY COUNTY "u POST" ilOU~TIMG TYP!! "C"SiGl~$ ~CT~I G~M. &U/Tii~1 1. ~ ~.O 1<0/'" RISER srua POSTS. RISERS. STRINGERS ANO LATERAl. BRACES. ALL SHALL ctN'"ORY TO t.ffIOOT 3401. 2. IoO.!NTlNG lPUHOl11lC COOE.l FOR TYPE "C- SIOll PANELS SHAl.L BE AS IN:lICATED IN THE: STANDARD SIOllS WJ<.1JAL UNLESS DT~~VlSE SPECIFIED. 3. ALL RISER lllERTlCAl.l "U POSTS. SltAl.L BE SPliCED. DRIVEN STUa POSTS SHAl.L BE AT LEAST 2. 1 III LONG. 4. ~ STAINLESS STEEL 8= BOLTS. WASHERS. ANt) NYl.CN IHSE.RT LOCX HUTS AS SHOlIN FOR All GRCUNO t.lOUNTEO ANO O'r"ERllEaD I4JlJIlTED SIGIlS. 5. STAINl.ESS STEEL WASHER WITH SAloE: DIWEltSION SHALL BE PROVIDED 6ET1I!EEIt Al.l. NYLCJi !lASHERS AHO SCI.. T HEJ.OS. 1. POST l.EJolCTHS ARE AP?!lOXlWATE .1..'10 INC1.UDE EwaE~NT. BUT 00 NOT INC1.UOE: ADOITIONAL LENGTH REOUIRED FOR spuct 2. SEE ST>>!OAR!) SIGIlS lWiUAl. FOR PUNCHIHC CooE AHO DETAIl.EO CIU-WIHCS OF TypE .C. SIGH PANEl.S. 3. SEE SIGN ~ET O(TAIL FOl'l SIGHS llOUNTED IN CONCRETE ISLANDS. 6. COLlARS SHALl BE USED TO SHIW OVERLAYS k~ DE~NTA6LE LEGEND AlIIAY FROll PANEL IlWERt IHTERFERElfCt "I TH BOlT KEAOS IS EHCOUHT~D. WN/OOT 3352.2~T. T. 2 POST Tm .C" SIGHS SHALL BE REIHFORctO IfITH AT LE~ST CJlE LATERAl. BRAct. INSTALL.ATlONS 1lHERE THE TDTt.:. PANEL KEICflT IS 1.5111 OR ~ SHAl.L HAVE TliO LATERAL BRACES LOCATED APPROXIUATEL'" AT THE OUARTER POIHTS. 81(UU~G DlEi AILS 8Ml!ll!Y "i OF 2 SHEETS =1 5T /'., ............ O ~ ;- z W WC3 0-2i >-~ I-~ ........... 0:: . o;n ~ I- zr- < Z U) Z -L If) S5 iD W---l "'- W --I iD "'<::::: :=::< E ..0:::::::: Ow W OV> I"'"l U Wo C Uz 0 ..-r- < < .c ~....J +- In..:;:: -J _< L 0- b;v> ~ W < - 0 a:J ~ iD 0:: r-L W~ c.::> 0::..... ~ O~ L I- t;)0 "5 z: wU 0.. O:::W E W ~u w< _ "'<::::: I- 0 ...::::;. w 0: - W 50 iD > Zz 0.. 0< :>-. 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"':Nn ~vi uSr--=a5cn OF L <D +- E ~ L II) 0 U II) E L , 01 , +-+- 0 <D c<PEE-= a. <D OX >> E<D:J.n I- <DLO"U)o L>Ou)LW ~~ 0:J :0 .,- -r- a. 0" <j- a:J . oiD U) -E<PU)E<DL L +-~<D-O o.~ <D 0 a::: I- a:J o L L . L- <D '<j-- a.ooo.+-c<D a.a.c>>>_?: <<Dol-o<Do ~o::u~n..a:::o r<1 _ _O'1CO o 0 NNr<1 \.0 U"l U"lU"lU"l . II ... ....... ......t ...-c.......t........ o 0 000 r<1 r<1 I"'"l I""'l r<1 N N NNN 1. Underground conduit may be abandoned in place, unless othenvise directed by the Engineer to be removed. 2. After the cabinet and control equipment is de-energized and power conductors discOlmected, the Contractor shall prevent damage to the cabinet and control equipmept as fo11o\o\ls: a, Unplug and remove all removable control equipment (i,e., controller unit, detector amplifier units, contlict monitor, load s\'i'itches, ete,) :6:om the cabinet. The control equipment removed from the cabinet shall be suitably packed to prevent damage to the equipment during transportation. b. Connecting harnesses for the equipment shall be coiled or grouped together and secured to a shelf in the cabinet. The harnesses can be taped, wired, or tie vvrapped, but shall be done by a method that prevents the hamesses from being pinched in the door when the door is closed, or from dropping below the bottom orthe cabinet when it is lifted off the foundation. c, The cabinet shall be secured in an uplight position at all times (removing from foundation, transporting, loading, a.nd unloading) to insure that the cabinet \\Iill not tip and be damaged, 3. Salvaged items shall be disassembled as directed by the Engineer and shall be delivered to the Signal Shop of Hem1epin County Department of Transportation, 1600 Prairie Drive, MedinEl, Mim1esota. 4. Salvaged items shall be disassembled before being delivered to the County as follows: (1, Vehicle signal faces and pedestrian signal faces shall be removed and left intact. b. P..el11ove bacl(groLli1d shield frOll1 \rehicle Sig11al faces \vitll0Ut dall1aging shields or signal faces. c. Remove and disassemble all signal bracketing and pIpe fittings without damaging signal bracketings and signal faces. d, Mast ann pole standards shall be disassembled by unbolting and removing mast an11S and overhead si!2:nal head mounts and signal brackets, All nuts and bolts v ~ shall be packaged and tagged, e. Luminaires shall be removed from the luminaire mast a1111S. f. Pedestal shafts and pedestal bases shall be left intact. Pedestal slipfitter collars shall be removed and all set screvv"s and plugs left intact. 34-98-186 ] 999 Bonestroo, Rosene, Anderlik & Associates, lnc, SP-27 g. Service equipment, conduit Jisers, power conductors, etc., shall be removed from the service wood pole. h. i\.II other salvable items shall be removed and disassembled as directed by the Engineer. 5, Concrete foundations, handholes, electrical cables and conductors, and items deemed non-salvable by the Engineer of the existing traffic control signal system shall be removed entirely and disposed of outside the right of way in any manner that the Contractor may elect subject to the provisions of21 04.3C3, 6. All resulting excavation shall be backfilled and the backfilling and compaction shaH be like in kind to approximately the same density as the adjoining ground. A-.11Y road\vay smfacing (concrete pavement, bituminous surface, or gravel surface, including underlying base courses), sidewalks, curb and gutters, sod, etc., removed by the construction operations shall be replaced in kind by the Contractor, all at his own expense. All removals ofmatenals of the existing signal system and salvaging as required, the disposal of non-salvable matelials, and backfilling, all in accordance with the foregoing, shall be incidental vvork fu'1d no direct cor,npensation will be made therefore, 33,1.19 Measurements and Pa\'111ents Relocating an existing signal pole and mast 3.11.11 (including EVP, signal heads, and pedestrian indications); removing and salvaging traffic signal structures; fumishing and installing handholes, loop detectors, and cables, all to provide one complete full-traffic actuated traffic control signal system at the intersection ofC.S.A.H, 9 and Viinnetka Avenue New Hope, Hennepin Calmty, as contained in these Special Provisions and in the Drawings will be measured as an integral unit and paid for as specified in MwDOT 2565.4 and ,Mw'DOT 2565,5 respectively for Item No. 2565,601 (REVISE SIGNA,L SYSTEM). Removing and salvaging an existing full-traffic actuated traffic control signal system; fumishing and installing materials and electrical equipment; installing County furnished matelials as specified herein, all to provide one complete operating full-traffic-actuated traffic control signal system at the intersection of C.S,A.H. 9 and Xylon Avenue in New Hope, Hem1epin County, as contained in these Special Provisions and in the Drawings win be measured as an integral unit and paid for as specified in Ivln/DOT 2565.4 and Mn/DOT 2565,5 respectively for Item No, 2565.511 (FULL-TR.4..FFIC-ACTUATED TRAFFIC CONTROL SIGNAL SYSTEM). 34-98,[86 :{;') 1999 BoneslToo, Rosene, Anderlik & Associates, Inc. SP-28 34, CONTROLLER Al\JD CABINET: The local controllers, cabinets and inside signal components including conflict monitor, vehicle and pedestrian load switches, tel1l1inals, inside "viring, test switches, circuit breakers, detector rack, detectors, power supply, flasher, time clock, logic box, relays, lVLS, connectors, connecting cables, police panel, locks, switches, fan vent assembly, overvoltage protection device, special function packages, etc. will be furnished by the County, i~l1chor rods, nuts and washers for traffic signal cabinets shall be in accordance with the provisions of 2565,2F2 and shall be fumished by the Contractor. The Contractor shall pick up the contTolJers, cabinets and all components thereof for the system :6:om the Signal Shop of the Hennepin County Department of Transportation, 1600 Prairie Dlive, Medina, IvIinnesota and install these control equipment at the project as directed by the Engineer. The Contractor shall notify the Signal Shop Supervisor 14 days before picking up signal equipments, The Contractor shall install field \viring in the cabinet terminals as directed by the Engineer. The controllers, cabinets and all other traffic control signal equipments and components shall be installed for the signal system. The controller phases utilized shall be as shm;;"11 in the plans. Cabinet components shall correspond to these phases. Detector loop locations and identifications are shown in the plans, Detector loop numbering and identification shall be as shovvn therein. The vehicle detector connector cables in the controller cabinet shall be penn<L."1ently labeled with the plan detector loop numbers to be connected thereto. Measurement and Pavment The paY1nent for installing the County furnished controller and cabinet shall be incidental to signal system and no direct compensation will be made therefor. 35, (2564) TRPuI;'FIC SIGNS f\l'.JD DEVICES: This \'vork shall consist offumishing and installing overhead mast am1 mounted sign panels Type "D" as shown in the plans and in accordance \vith the provisions of 2564 and as modified in these special provisions. Overhead Ivlounted Si~lels The Contractor shall furnish and install Sign Panels Type "D" 011 traffic signal classical-type mast a1111S as indicated in the Plans, Sign Panels Type "D" shall be as shown in the Plans and shall be constructed in accordance with the follo\ving: 34-98-186 1999 8onestroo, Rosene, Anderlik & /\ssociates, Inc_ SP-29 Materials 1. Sign Base Material Sign base material for Sign Panels Type "D" shall be "Sheet Aluminum" confoffi1ing to the material requirements of 3352.2Alb. 2. Sign Face Material Sign face material for Sign Panels Type "D" shall be high intensity "Standard No.2 Reflective Sheeting" confonning to the requirements of 3352.2A2b. 3. Sign Legend Material Sign legend material for the Sign Panel Type "D" shall be "Direct Applied Reflectioruzed Legend" conforming to the requirements of 3352.2A5b. Fabrication Dimensioned Sign Panel Layouts. Sign Panel Layouts are dimensioned as follows: 1. Vertical Dimensioning The primary dimensions given are for the legend components having the largest vertical dimension in the particular line of copy. Other legend components are on the larger legend component unless indicated othenvise. 2. Horizontal Dimensioning The horizontal dimensions given are to the tenth of an inch and are cumulative rel)resenting the v v distance from the left edge of panel to the extreme left edge of the legend component. 3. Sign Pal1el Recap A sign panel recap is given below each sign panel layout. The first iine directly belo'l! the panel gives the 11011zonta1 panel dimension, vertical panel dimension, border radius, and sign nlL1TIber in that order. The remaining lines describe each line oflegend in order begiIming with the top line. The first figure apnearim; after the line number is the totallengtb ortlle copv from the ex-trerne left edge -- ..l...... v -..;c of the first character to the extrerne right edge of the last character. The remain-ing il1foffilation given for each line consists ofletter sizes, letter series, 8.lTO"V sizes, alTO\V posi-tion, overlay sizes, etc. and is given in order from left to right as they appear in the line of copy. Abbreviations used in the sign panel recap are: R = Radius B = Border IvIOD = Modified OL = Overlay NlJM = Numeral 34-98-186 (~) 1999 Bonestroo, Rosene, /-"Lnderlik <-~ Associates, fne. SP-30 Mounting Sign Panels Each sign panel shall be provided with mounting brackets as required and mounted at the location on the mast arm specified in the Plans to the satisfaction oft11e Engineer. .s.ign Panel rvlounting; Sign Panel shall be mounted ""\lith proper brackets and fixtures at the location on the mast arm specified in the plans to the satisfaction of the Engineer. Measuremeu.t and Payment The payment for fur:'1ishing and installations of the sign panels Type "D" with all mounting brackets and fixtures shall be incidental to signal system and no direct compensation will be made therefor. 36. ~;I1AST l\1.~\1 POLES ArID T UIV1INATRE-EXTENSIONS: The Contractor shall provide the mast arm signal poles and luminaire extensions, anchor bolts, reinforcement, foundations, brackets, signal heads, signs, senrice panel, pedestrian push button, luminaires with lamp, cable, conduits, handholes and all other miscellaneous components :fo1" a complete signal system in place and in operation. 37. EIvIERGENCY VEHICLE PREEMPTION SYSTEM: i\n emergency vehicle preemption system shall be provided and inteiSlated with the traffic signal control equipment in accordance with the provisions of2565.3S and 3814, and as modified in Special Provisions. The paragraph of 3814.21..6 is hereby deleted and replaced \vith the term "weatherproof". All emergency vehicle preemption system equipment shall be compatible and respond properly to the ontical energv emitters mesenth.;! in use on emergencv vehicles of the respective cit\,. Emitter ~ ~~ ~ ~ ~. . ~ J equipment shall not be provided for this emergency vehicle preemption system. The Contractor shall fUllljsh EVP detectors, which are: I. One I'lay-one channel, t\VO way-one channel, or two way-two chmmel as required by the plans. 2. To have a center frequency and tolerance as foliows: HIGH PRIORITY: 14.035 Hz +j.. 0.05 Hz LO\V PRIORITY: 9.639 Hz +/- 0.03 Hz 3. Allovl non-encoded emitters to be disabled. The Contractor shall furnish rack mounted EVP phase selectors (or other approved equal EVP equjpment) to be installed in the Count\!-fLUTIished traffic signal cabinet. .... ..I.....,. 34-98-186 '", i 999 Bonestroo, Rosene, Anderiik & Associates, Ine SP-31 Each phase selector shall be a card rack mounted unit and shall be compatible with the detector card rack within the County-furnished traffic signal cabinet. The detection range, and the progra..>nming of the l'.J.gh and low Pliority shall be adjustable ii'om within the traffic signal cabinet. Each channel output shall deliver a constant signal for high priority actuation and a pulsed output for lovv priority activation. Each phase selector, hovvever, shall be programmed for high priority only. Each EVP phase selector shall be manufactured by the same manufacturer as EVP detectors. All EVP phase selectors (or other approved equal EVP equipment to be installed in the traffic signal cabinet) shall be delivered to the County for approval, and for installation in the COlmty-furnished traffic sigrlal cabinet. Optical detector cable shall be installed as shown or noted in the Plans and as provided herein. Installation thereof shall be within the guideline recommendations of the equipment manufacturer. The cable shall be as recommended and specified by the equiprnent manufacturer. Lamp holder for preemption indicator shall be die cast aluminum, vveathertight, adjustable, median base lamp holder with silicone lamp seal, complete with 150 watt, Par 38 outdoor spot lamp. Lamp holder shaH be Stonco 150-L or approved equal. The emergency vehicle preemption system as specified and shown or noted in the Plans, complete in place, tested, and in operation shall be incidental to signal system and no direct compensation \vill be made therefor. 38. (2565) TRA.FFIC CONTROL n\fTERCOl'l1'ffiCTIOl".T~ This work shall consist of furnishing and installing conduit, handholes, intercOlmect cable, and loop detectors for traffic control interconnection as shovm ill the Plans, all in accordance v,rith applicable provisions of2565; with the CUlTent edition of the National Electrical Code; with the Plans; and as modified in these Special Provisions. All interconnect cable connections in each intersection traffic signal cabinet will be made by County Signal Shop personnel to make the hard\vire interconnected coordinated traffic control system operational. 38.6.1 Interconnect Cable (6lPr#19) Interconnect cable shall be 6 Paired Conductors, 1<ro. 19 Cable. The cable shall be communication cable meeting the physical requirements of REA Specification PE39. 38.6.2 Interconnect cable shall be 6 paired conductors, No. 19 cable as above specified. A lUn of interconnect cable shall be defined as the cable required bet-Neen the controller cabinet of one traffic control signal and the controller cabinet of the next adjacent traffic control signal between wl>ich interconnect cable is to be installed. Interconnect cable runs shall be installed as continuous runs ',vithout splices. 34-98-186 ~ 1999 Bonestroo, Rosene, Ander]ik & Associates, Inc. SP-32 38.6.3 38.6.4 38.6.5 38.6.6 38.6.7. 38.6.8. 111terc0l111ect cable shall be installed from one h-affic control signal to the next adjacent traffic control signal as shown in the Plans. Approximately I m (one loop in the pull box or handhole) of slack cable shall be provided in each pull box, handhole, and mast ann foundation through \vhich the run of interconnect cable passes. Each interconnect cable entering the controller cabinets shall provide 2 m of slack cable within the controller cabinet and shall be peffi1anently labeled as "NOlih", or "South" to identify the direction of interconnect cable run. Such identification shall be affixed immediately on installation of the cable into the cabinet. The Contractor shall not C0l111ect the interconnect cable in the controller cabinet. On completion of installation and prior to acceptance of the interconnect cable the Contractor shall test each conductor pair in the cable Ems for continuity. Such continuity test shall be by "ringing" or ohmrneter continuity test of the paired conductors. The test shall be conducted from one end of the cable run \vith the other end of run providing individual, isolated continuity of the conductor pair. Each cable nm shall provide a minimum of 6 continuous paired conductors. Cable runs not meeting the minimmn number requirement shall be replaced at the Contractor's expense. 6 Paired Conductors "No. 19 Cable will be measured as the horizontal distance bet\:veen halldholes (pull boxes) and handholes, handholes and controller cabinets, and handholes and mast arm signal poles, through and to which such cable is installed plus 1 meter additional for each such pull box, and 2 meters additional for each cable end within the controller cabinet. Iv1easured as provided above, payment at the contract unit plice for Item 2565.601,6 Paired Conductors No. 19 Cable, shall be compensation in full fI,)1' :fumishing and installing the cable as above specified. Conduit and Fittings Rigid steel conduit and fittings shal1 confonn to the requirements of 3801. Intermediate metal conduit shall not be used in lieu of rigid steel conduit. The modifications for conduit as noted under signal system special provisions shaH also apply. Payment at the Contract Price for Item 2565.603, Rigid Steel Conduit, shall be compensation in full for rJ.mishing and installing the conduit as specified in the plans. Pull Boxes - Hanclhole (With Tvne LD Metal Cover) The special provisions under signal system as noted elsewhere in these notes shall apply. 34-98- j 86 '&:' j 999 Bonestroo, Rosene, A.nderlik & Associates, Inc. SP-33 Payment at the Contract Price for Item 2565.602, Handhole (With Type LD Metal Cover), shall be compensation in full for furnishing and installing the handholes as specified in the Plan. 38.6.9. Adiust Inplace Pull Box (2565.602) Inp1ace handholes shall be adjusted, if required in the plans, to 'within 75 mm of finished grade. vVhen the handhole is to be raised, precast concrete extensions, or formed and cast-in-p1ace concrete extensions or cIa)" or concrete sewer brick extensions with POliland Cement mortar shall be used. "\^1hen the handhole is to be lowered it shall be cut and iinished. Metal covers shall be set at grade. Metal covers shall have cast inplace concrete collars, or shall be placed in walk panels at the time of walk construction or replacement. Dimension of collar, or \valk panel, shall be 150 mm minimum depth, and 150 mm minimlL.'11 \vidth of concrete collar or walk as measu.red iiom edge of metal casting to outside edge of collar or walk panel. Collar or 'walk panels shall have steel reinforcement (No.4 bars) to the satisfaction of the Engineer. Adjust inplace pull box for interconnect system as S11O\V11 in the plans will be measured separately by the mUllber of adjusted pull box complete in place. Payment for "Adjust Inplace Pull Box" at the Contract price per adjusted inplace pull box shall be compensation in full for all material and labor required for a complete installation. 38.6.10 Measurements and PaYments Fumishing and installing cables to provide one complete traffic control interconnection system at C.S.A.H. 9 from Boone Avenue to \-Vinnetka Avenue in New Hope, Hennepin County, as contained in these Special Provisions and in the Dra\vings will be measured as an integral unit and paid for as specified in MnlDOT 2565.4 and Mn/DOT 2565.5 respectively for Item No. 2565.601 (TRAFFIC CONTROL INTERCOr\r.N"ECTION). 39. (1802) OUALIFICATION OF WORl(ERS: The provisions of 1802 are hereby supplemented with the follo\ving: Signal and Lighting Certification will be required for all Contractors, Supervisors or Foreman involved in the field installation of the TrafIlc Signal and/or Lighting pOliion ofthis Project. Signal and Lighting Certification, Level is available through the IVLD/DOT Technical Certification Program. Questions regarding celiification or past certification may be directed to the Tec1mical Certification Specialist at telephone (612) 297-7195. 40. (2476 and 2565.3T) P .A1NTIl'-JG: Painting metallic structures and cOIl1ponents of a traffic signal system shall conforn1 to all the applicable provisions of2476 and 2565.3T. 34-98-186 iQ 1999 Bonestroo, Rosene, P."nderlik & Associates, Inc. SP-34 40.1. Description of Work 2476.1 Painting metallic structures shall cDnsist of: Preparing the surface. Furnishing and applying the paint. Protecting and drying the paint coatings. Protecting pedestrians, vehicles and property against damage from the painting operation and all work incidental to it. 40.2. Materials - 2476.2 The paint aDd other ingredients shall confolm to the specifications for the type and kind specified. The paint shall be pre-mixed, ready to use, and shall be delivered to the place of use in the original containers. Containers shall not exceed 18 liters (5 gallons) in capacity. Each container shall have the Department approval stamp on its label. Contents of the paint containers shall not be altered tmless permitted by the Engineer. Surface preparation and painting shall not be stmied until all the materials have been inspected and approved by the Engineer. 40.2.A. Finish Coat The finish coat paint shall consist of two (2) field coats. The coat shall conforn1 to the follo\ving: 1. Exterior Enamel Dark Green Confonn to 3552 for traffic signal pedestal bases and mast ann pole transfoffi1er bases. H. Sign Enamel Yellow Confonn to 3572, on vehicle and pedestrian signal indication housing, mast ann Dole - ~ '-',1 shafts belo\v the top sig11al bracketing, traffic signal pedestal shafts, collars and signal brackets, pipe fittings and pedestrian push button stations. Ill. Ready-lViixed Aluminum Paint Confonning to 3527 for the first coat and 3528 (approximately 5% less total pigment) for the second coat, on mast arm pole veliical shafts above the top of the signal bracketing, signal mast arn1S, IUl11iilaire extensions and luminaire mast anl1S. 34-98- i 86 ,\;> ! 999 Bonestroo. Rosene, Anderllk & Associates. Inc. SP-35 IV. Dull Non-Reflective Black Enamel On visors, directional louvers, background shields, vehicle and pedestrian signal indication housing doors (inside and outside). In lieu of field painting, equivalent manufacturer's shop coat paint, with field touch-up of the damaged portions of the finish, may be accepted if approved by the Engineer. L!~O.3 . Construction Requirements - 2476.3 40.3.A. Weather Conditions - 2476.3C Paint shall be applied when the ambient air temperature is below 40 degrees Famen.1>reit, when the air is misty or the metal surface is damp or frosted. Paint shall not be applied if the Engineer deternlines that the weather conditions are otherwise unsatisfactory. 40.3.B. Surface Preparation 2476.3B The paint on existing struchu"es may contain lead or other elements that are hazardous to people and the enviromllent. Contractors must take precautions to protect the worker, the public and the environment from any hazardous material. The \vaste shall be contained and stored in the proper containers with the con-eet labels on them and disposed of according to State Requirements regulating such hazardous materials. 40.3.C. Application 2476.3D Paint application shall not start until the Engineer has given pennissiol1. Paint shall not be applied when wind or traffic causes dust, dirt or sand to be carried in the air onto surfaces being painted. Paint shall be applied in a neat, workman like marmer, by brushing, spraying or rolling. Regardless of the method, the resulting painted surface shall be smooth and uniforn1, \vithout skips or areas of excessive paint. Prior to the application of the second coat the first coat shall be inspected for damage, scuffs. Unsatisfactory areas shall be scraped smooth and repainted. Before paintin2: over a Drevious anplied coat. the mevious coat shall be dried through. This .... '-' .r r .....1.. '-' will usually require at least three days for aluminum paints in good drying weather. Longer drying periods will be required between coats \vhen unfavorable weather conditions prevail. A "dry through" conditions check can be made by pressil1g the thumb against the paint film, exerting maximum pressure and simultaneously turning the thumb through an angle of 90 degrees. Examine the paint surface tor loosening, detadmlent, wrinkling or other evidence of distortion, these indicate insufficient drying. 34-98-186 ,];;, 1999 Bonestroo, Rosene, }\nderlik & As.sociQtes, Inc. SP-36 40.3.D. Paint Coats - 2476.3E Traffic signal poles, mast arms, bases and luminaire extensions are delivered to the Contractor with the correct number of primers coats and paint thickness. Two field paint coats need to be applied to meet the contract requirements. Although pedestal poles, pedestal bases and signal bracketing are fumished, painted, they require two field coats. Prior to applying the first coat of paint the surface shall be properiy cleaned. Scratches shall be primed using the appropriate materials and methods. The total dry paint thickness of 4 coats of paint shall be not less than 38 micrometers (4.0 mils) for &"'1y reading lliid shall average not less than 51 micrometers (5.0 mils) for any 5 or more readings disturbed over an area of 1 meter2 (l square foot) or larger. If a deficiency in the total paint thickness is discovered in any part ofthe surface and if the deficiency is not severe enough to require the application of additional paint, an equitable reduction in payment \vill be made. A deternlinatiol1 of the reduction percentage shall include consideration of the reduced life as well as that of paint. Painting will not be considered complete until the paint coats are in satisfactory condition and all foreign matter has been cleaned from the painted members. If paint spills, chips or blows onto the surface to create an undesirable appearance, it shall be removed by the approved methods to the satisfaction of the 40.4. Measurement and Payment: Payment for painting new traffic signal components at Xylon and VVilmetka mId repainting existing traffic signal components at vVinnetka, including all items associated with this work shall be included in the bid items "Full-T Act T Control Signal Signs" and "Revise Signal System", respectively. Tlus "vork includes collection and disposal of hazardous matellals. 41. (2564) EPOx"',{ PAVEMENT l\1f'uT(.T(lNGS: Tlus work shall consist offtmlishing and applying epoxy resin pavement markings \'lith "beads...on" as pe1111anent (final) pavement markings for the control and guidance of traffic in accordance with the details and notes in the Plans, IvlnDOT's Latest "Specification for Epoxy Resin Pavement Markings", and the follo\ving: :11 1 '-r 1.1. Line pavement markings will be measured separately by length of each type placed as specified. Broken lines will be measured by the actual length of line placed and \vill not include the gap between the skip marks. Pavement m.essages of each type will be measured separately by the number thereof installed as specified. 34-98-186 (9 1999 Bonestroo, Rosene, Anderiik & }\ssociates, Inc. SP-37 41.2. 41.3. 41.4. All epoxy pavement markings shall be placed within 3 vVorking Days of the completion of the wearing course mixture. Payment for pavement markings of each type and width will be made in accordance with the schedule set forth below at the appropriate Contract bid Plice for the specified unit of measure. Such payment, in each instance, shall be compensation in full for all costs incidental thereto including, but not limited to: (i) all costs of preparing the surface, (2) controlling and protecting traffic, and (3) maintaining the work, together with any other expenses incurred in completing the work that is not specifically included for payment under other Contract items. Select the Appropriate Items r;om the Listing Below: Item No. 2564.602 2564.602 2564.602 2564.602 2564.603 2564.603 2564.603 2564.603 2564.603 2564.603 Description Unit Pavement message (left aEow) epoxy EA Pavement message (right alTow) epoxy EA Pavement message (right-thru-aEow) epoxy Ell. Pavement message (only) epoxy EA 100 mm broken line white epoxy m 100 nm1 double solid line yellov\' - epoxy m 100 1IL.'11 solid line white epoxy ill 300 111m solid line yellow - epoxy m 600 lilln stop line epoxy 111 Zebra crosswalk white - epoxy rn2 42. (25641 PA1N"T PA'lEMENT IVL\RK.INGS: TIllS work shall consist offunllshing and applying paint pavement markings as permanent markings on the ilnal bituminous weming course in parking lots. This work shall also consist of furnishing and applying 2 types of painted lines. The paint pavement 111m-kings shall only be installed when auth0l1zed by the Engineer, and then they shall be installed as directed by the Engineer and in accordance with the Plans, the MnDOT's Latest Specifications "Three Minute DIY AL.~yd Traffic Paints", "High Solids \Vater Based Traffic Paint", "Drop-On Glass Beads", "The Application Specification for Conventional Pavement Marking Materials, 3 Minute Dry Alkyd and High Solids Latex", and the follovving: 42.1. 42.2. The Contractor may furnish and place either the 3-minute dry alkyd or the vvater-based paint. Pavement markings will be measured separately by length of each type constructed complete in place as specified. Broken line will be measured by the actual length of line marked and will not include the gap between the broken lines. Payment messages of each type will be measured separately by the number thereof constructed as specified. 34~98-186 ~! 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. SP-38 L1. '") '1 ,L...J. Payl11ent for pavement markings of each type and width will be made in accordance \vith the schedule set forth belmv at the appropriate Contract bid plice for the specified unit of measure. Such payment, in each instance, shall be compensation in full for all costs incidental thereto including, but not limited to; (1) all costs of preparing the surface, (2) controlling and protecting traffic, and (3) maintaining the work, together with any other expenses inculTed in completing the work that are not specifically included for payment under other Contract items. Item No. Description Unit 2564.602 Pavement message (left alTow) paint Pavement message (right anow) paint Pavement message (Hull arrmv) paint 100 mm soliclline white - paint EA 2564.602 EA 2564.602 2564.603 EA 111 END OF SECTION 34 -98-186 @ 1999 Bonesiroo, Rosene, Anderlik & Associates, Inc. SP-39 SECTION 01300 STJBMITT ALS PA.l<..T 1 - GEl\TERAL 1.01 PROGRESS SCHEDULE A. Prepare and submit an estimated progress schedule for the work after award of contract and before preconstruction meeting. 13. The construction schedule shall consist of a detailed construction schedule shown as a bar graph listing critical dates. C. The schedule shall be made up in cooperation with all subcontractors and key material suppliers, and shall be coordinated with any other contractors on the site. The contractor's project coordinator or superintendent, who will be ill direct charge of the work, shall have an active pari in making up the schedule. D. Prior to preparation, the schedule shall be outlined to the Engineer for agreement of arrangement, format and level of detail. This shall include, but not be limited to, shop dra\ving submittal and approval, fabrication and delivery, construction activities separated by trades, Owner and Engineer activities, start-up and testing of all equipment, and cleanup. E. I:vlaintain one copy of the progress schedule at the job site. F. During construction revise the progress schedule as necessary to conf01111 to the CUlTent status of the work. Submit revised copies of the progress schedule, as required. 1.02 SUBCONTRACTOR LIST A. Prepare and submit a complete list of all subcontractors. Include the subconh-actors nal'11e, address, telephone number, and contact person. 1.03 S1:JBMITTAL LIST A. Prepare and submit a complete and comprehensive schedule of all submittals anticipated to be made during the project as discussed in the Special Provisions, B. Include a list of each item for \vhich contractors drawings, shop dra\vil1gs, product data, samples, guarantees, or other types of submittals are required. 34-98-186 '!d 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 01300-1 SUBMITTALS 1.04 SHOP DRA"WINGS ,tLl\TI) PRODUCT DATA A Submit a minimlUn of four copies of shop drawings and product data required. Three copies \vill be retained and all additional copies will be returned to the contractor. Submit a reproducible sepia of all drawings larger than II" x 17". Each copy shall contain the following inforn1ation. 1. Date of submission and dates of any previous submissions. 2. Project title and number. 3. Contract identification. 4. Names of: Contractor, Supplier, Manufacturer. 5. Identitlcation of product, with specification section number, equipment number and/or tag number. 6. Field dimensions, clearly identified as such. 7. Relation to adjacent or critical features of work or materials. 8. Applicable standards, such as ASTM or other specification numbers. 9. Identification of deviations from Contract Documents. 10. Identification of revisions on resubmittals. 11. Unless the precise color and pattem is specifically described in the Contract Documents, and whenever a choice of color or pattern is available ill a specified product, submit accurate color and pattern charts to the OW11er for review and section. 12. A 4" x 4" blank space for contractor and engineer stamps. B. Shop drawings and product data shall be submitted with the contractor's stamp of approval. Shop drawings and product data submitted without this stamp will not be reviewed and will be returned to the contractor for their approval and resubmission. C. Ivlake all shop drawings accurately to a scale sufficiently large to show all pertinent aspects of the item and its method of connection to the work. D. Shop drawings stamped "amend and resubmit" shall be corrected and revised. Resubmittals shall be made as required for initial submittal. Resubmittals shall have all changes, which have been made, including those other than requested by Engineer indicated. 34-98-186 !Q 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 01300-2 SUBMITTALS E. The Engineer will: 1. Review submittals only for general confornlance to design concept of project and compliance with infornlation given in Contract Documents. Review shall not extend to means, methods, sequences, techniques, or procedures of construction or to safety precautions or program incident ther10. Review of a separate item as such will not indicate approval of assembly in \vhich item functions. 2. RetlU11 reviewed submittals within 21 days after receipt of submittals. 3. iufix stamp lli'1d initials or signature, and indicate requirements for resubmittal, or review of submittal. Engineer's action on submittals is classified as follows: a. "No Exception Ta.1<:en" - subnuttal has been reviewed and appears to be in confornumce to design concept of Project and Contract Documents. Contractor may proceed \vith fabrication of work detailed in submittal. b. "Make Noted Conections" - submittal has been reviewed and appears to be in COnf0l111llilCe to design concept of Project llild Contract Documents, except as noted by Engineer. ContTactor may proceed with fabrication of work detailed in submittal with modifications and conections as indicated by Engineer. c. "Amend llild Resubmit" - has been reviewed and appears not to be in confornlllilce to desig-n concept of Project or with Contract DOCl.U11ents. Contractor shall not proceed with fabrication of work detailed in submittal, but instead shail make any cOlTectiol1s required by Engineer and resubmit for review. 4. Engineers review of submittals shall not relieve contractor from responsibility for any deviations fi.-om Contract Documents unless Contractor has, in \vliti.l1g, called Engineer's attention to such deviation at time of submission, and Engineer has given written concurrence pursuant to Contract Documents to specific deviation, nor shall any conCUiTence by Engineer relieve contractor from responsibility for enol'S or omissions in submittals. F. Maintain one copy of approved shop drawings and product data at the site v/ith the record drawings. 1.05 SAIvlPLES A. Samples shall be clearly identified as to project, contractor, manufacturer, specification section, product, type, texture, finish and other identifying data. B. Samples shall be accomplliued by a letter oftrllilsmittal with the contractor's approval and other suppor1ing information. 34-98-186 '1;' 1999 Bonestroo, Rosene, Anderlik & Associates, Inc, 01300-3 SUBMITTALS C. Submit two samples of each item required, unless otherwise specified. The Owner will retain Olle approved sample and the Engineer will retain one. 1.06 TEST REPORTS A. Submit three copies of all inspections, tests and approvals required in the contract doclill1ents. 1.07 PAThfENT A. Payment for all submittals shall be incidental to the cost of the project. END OF SECTION 34-98-186 ;g 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 01300-4 SUBivl1TTALS SECTION 01550 TRAFFIC CONTROL PART 1 - GE"N'ERAL 1.01 SECTION rNCLtJDES A. Provide, install, maintain, and remove all traffic control devices. B. Control and guide traffic through the project. C. Provide necessary flag persons. 1.02 REFERENCES A. Minnesota Department of Transportation "Standard Specification for Construction", 1995 Edition (MnDOT Spec.). 1. Spec. 1404 - Maintenance of Traffic. 2. Spec. 1710 - Traffic Control Devices. 3. Spec. 3352 - Signs and Markers B. Minnesota Manual on Unif0l111 Traffic Control Devices (MlllVfUTCD), Including the Field Manual for Temporary Traffic Control Zone Layouts, Dated January 1998. 1.03 SUBMITTALS A. Traffic control plans and sign layouts no later than 10 days following the approval of the Contract. 1. No \vork, which restricts traffic, v/ill be pem1itted until the submitted traffic control plans and sign layouts have been approved by the Engineer. 2. The Contractor may refer to the Plans for a recommended construction phasing sequence. 3. Engineer will detenlline the viability of any planned sequence revisions and may accept, reject or suggest alterations to the pla1111ed sequence. B. If the construction work is perf0l111ed in a sequence other than that for which the Plans show appropriate signing, the Contractor shall provide complete revised Traffic Control Plans to be approved by the Engineer. All such requests shail be made in \vri1:ing at least 14 days before the signing for the stage \vill be put into effect. 34-98- i 86 @ 1999 Bonestroo, Rosene, Anderlik & Associates, 1nc. 01550-1 TRAFF1C CONTROL 1.04 SHORT TERM LANE CLOSlJRES A. Request for a short-tern11ane closure shall be made to the Engineer at least 24 hours prior to implementing closures. 1. Contractor shall fmmsh, erect and maintain all traffic control devices required for these lane closures. 2. One lane of traffic shall be maintained in each direction at all times. The minimum width of short-term lanes is 3 m. 3. Lane closures will not be permitted during inclement weather, or any other time when, in the opinion of the Engineer, the lane closures could be a hazard to, or ulli1ecessarily delay, traffic. B. Temporary lane restriction will not be pem1itted between the hours of 6:30 AJvI and 8:00 i\...T\1 and between the hours of 4:00 PM and 6:00 PM on any weekday (Monday through Friday) excluding legal holidays. 'Nork which will restrict or interfere \vith traffic shall not be perfOlmed between 12:00 noon on the day preceding and 9:00 JtM: on the day following any consecutive combination of a Saturday, Sunday, and legal holiday. The Engineer 'will have the right to lengthen, shorten, or otherwise modify the foregoing periods ofrestrictions as actual traffic conditions may warrant. lfthe Contractor is negligent in adhering to the established time schedules, he shall be subject to the Liquidated Damages. 1.05 SCHEDULE A Conduct construction operations so as to cause a minimum interference with traffic during the period of construction, prior to partially or fully blocking any roadway in the work area. B. Provide accesses to all driveways tlu'oughout the project except when utility trenching is directly in front of driveway. 1. Vv'11ere there is more tl18..."'1 one entrance to a single property, one entrance may be temporarily closed for a period not exceeding five working days. It shall be the Contractor's responsibility to noti:tv the affected property o'vvner in advance of any such closure. 2. Where there is only one entrance to a property, the Contractor shall conduct his work to provide for vehicular ingress and egress to the property at all times. C. The Contractor shall conduct all construction activities \vithin parking lots, including entrance aprons, in a timely maimer so as to minimally disrupt the daily operations of the affected adjacent property owner's. 34-98-186 @ 1999 Bonestroo, Rosene, Anderlik & Associate:;, Inc. 01550-2 TR.A.FFIC CONTROL P At~T 2 - PRODUCTS 2.01 TRAFFIC CONTROL DEVICES A. Conforn1 to MnMfJTCD Parts I, II, and III. B. Conform to Ml1DOT Section 1710. 2.03 SIGNS r'\J~V MAfuT(ERS A. ConfOlm to MnDOT Spec. 3352.2A2a: 1. Standard No.2 reflective sheeting. 3.04 BARRICADES A. Confornl to MllDOT Standard Plate 8000. PART 3 - EXECUTION 3.01 GENERAL A. The Contractor shall furnish, erect and maintain all traffic control devices required for lane closures. B. Application oftraffic control devices and sign panels shall be in accordance \vith the Mnl\1UTCD. C. Lane closures will not be pem1itted during inclement \veather, or any other time when, in the opinion of the Engineer, the lane closures could be a hazard to, or unnecessarily delay, traffic. D. The Contractor shall notify the Engineer at least 48 hours prior to commencing construction for staking and/or marking of traffic control device locations. E. Store materials at least 15 meters away from any construction areas. F. Furnish names, addresses, and phone numbers of at least three (3) individuals responsible for the placement and maintenance of traffic control devices. 1. At least one of those individuals shall be "on call" 24 hours per day, seven days per ';'leek, during the times any traffic control devices furnished and installed by the Contractor are in place. 3.02 IMPLEMENTATION A. Placement of all signs and barricades shall proceed in the direction of flow of traffic. 34-98-] 86 @ ] 999 Bonestroo, Rosene, Anderlik & Associates, Inc. 01550-3 TRi\FFIC CONTROL B. Removal of all signs and barricades shall start at the end ofthe constmction areas and proceed toward oncoming traffic unless othenvise directed by the Engineer. C. Cover or remove all traffic control devices, which may be inconsistent \vith traffic patterns during all stage changes. D. Do not initiate lane closures until after the morning rush hour or dming periods of inclement weather or at other times when, in the opinion of the City of New Hope and/or Hennepin County, the lane closure would be a hazard to traffic. E. The contractor shall flmlish qualified flagpersons to adequately control traffic when and as directed by the Engineer. 1. Qualified flagpersons shall confoTIn to the flagging handbook, which is a Dortion of the Traffic Control Field Manual. " 2. Use an approved "Stop - Slow" paddle or standard \vhile directing traffic. 3. Must be thoroughly familiar with all applicable traffic laws and regulations, and if directing and controlling traffic around or tlu'ough a traffic control device, shall be properly deputized. 3.03 MAINTENANCE A. Maintain all traffic control devices during the entire life of Contract, including any times of work suspension for any reason whatsoever. 1. Contractor may request changes to the pimmed sequence of construction at any time. a. No change or deviation \vill be pernlitted 'without approval of the Engineer. b. If the Contractor wished to revise the traffic control plan, he shall submit a complete, revised traffic control plan to the Engineer. All such requests shall be made in \vTiting at least 14 days before the signing for this stage would be put into effect. c. The Engineer shall be contacted 24 hours Plior to any changes in traffic control so they may oversee the changes. B. Relocate traffic control devices to their proper location, clean and/or realign all traffic control devices as necessary on a daily basis, including traffic control devices displaced by subcontractor operations. 34-98- [86 @ 1999 Bonestroo, Rosene, Ander1ik & Associates, Inc 01550-4 TR.AFFIC CONTR.OL C. In the event of severe weather conditions, provide additional personnel and equipment as required to maintain all traffic control devices. D. In the event that the Contractor does not respond within the time restraints to requests conceming improving and/or cOlTecting the traffic control devices, the Contractor shall be responsible for all costs incun"ed by the O\vner if other action is required due to lack of timely response. E. Keep all traffic control signs and devices in a legible condition. 1. Remove any grime deposited on any traffic control devices by traffic or natural causes or when requested by the Engineer. F. Provide a person on a daily basis to illspect and insure that all traffic control devices required for the particular traffic control stage in effect are in accordance \vith the MnIv1UTCD for that particular control stage. 1. The Contractor shall immediately rectifY any discrepancy between the actual devices in use and the required devices. 2. The person performing this inspection shall be required to make a daily log. a. Include date and time of the entry and be signed by the person making the inspection. G. Vehicles and equipment shall not be stored, even temporarily, in the buffer zone of the work area or where it would be so close to moving traffic that it is, in the judgment of the Engineer, a potential hazard to motorists. H. It~ at any time, the Contractor fails to adequately maintain any ofthe traffic control devices, the Engineer may proceed to maintain the work and deduct the costs thereof 1. The parking of Contractor or workmen's vehicles within the limits of the construction area in a manner that interferes with the parking of local residents will not be pern1itted. The parking of Contractor's vehicles that obstruct any traffic control device will not be pennitted. 3.04 MATERI.ALS, STORAGE, A...1\JD DEBRIS A. The Contractor shall not deposit materials, store materials or park equipment on or alongside any roadway open to traffic if it in any way interferes with the safe flow of traffic, nor shall they be placed within the "clear zone" as detennined by the Engineer and as defined by A...ASHTO's Guide for Selecting Locations and Designing Traffic Baniers", unless adequately protected by a traffic banier. 34.98.186 @ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 01550-5 TR.A.FF1C CONTROL B. The Contractor shall keep the "open to traffic" sections of roadway free from debris, dirt, etc at all time. The Contractor shall provide such protective devices as may be necessary to protect traffic and pedestrians from all hazards of drop-offs and openings of any nature, from falling objects, from splatter and from other hazards, which may exist during construction operations. 3.05 MEASlTREMENT A1"\TD PAYMENT A. The lump smn bid price for the item "Trame Control" shall be compensation in full for all direct and incidental costs required to provide proper t'affic control. 1. Pmiial payment of the lump Sllm item "Traffic Control" will based on the following: Stage 1 Installation Completed Stage 4 Installation Completed Removals Completed Final acceptance of Project Cumulative Percent of ~'Traffic Control" Item Paid 40 70 90 lOa B. \vl1en the Contractor uses a temporary lane closure, the closure shall be considered incidental work and no direct compensation will be made therefore. C. The Contractor shall not receive any compensation for traffic control devices that are damaged or missing on the job or do not meet the specified requirements. D. Additional Traffic Control Devices: In addition to the traffic control devices and pavement markings shown 011 the Traffic Control Plan, the Engineer may require more traffic cont"ol devices be added to supplement the Plans (excluding Short Tern1 traffic Control) as traffic conditions on the Project may wan-ant. 1. Payment for additional traffic control devices of each type, at the appropriate Contract Unit Price. 2. Barricades, flashers, reflect011zed drums and signs will be measured by the number of individual units of each type multiplied by the number of days each unit is in service. The Contractor shall inform the Engineer of any additions on the san1e day as placement or removal to receive proper compensation for the unit day prices. END OF SECTION 34-98-186 @ 1999 Boneslroo, Rosene, Anderlik & Associates, Inc. 01550-6 TRAFFIC CONTROL SECTION 01570 EROSION AND SEDIMENT CONTROL PART 1 - GENERAL 1.01 SECTION INCL1JDES A Silt Fence. B. Dust Control. C. Erosion Control Blan],;:et. D. Rock Construction Entrance. 1.02 RELATED SECTIONS A. Section 02315 Excavation and Fill. B. Section 02920 La\vns and Grasses. 1.03 REFERENCES A State of Milmesota, Department of Transport,ltion "Standard Specifications for Construction, 1995 Edition (l'vlnDOT Spec). 1. Section 1803 - Prosecution of Work. 2. Section 2573 - Temporary Erosion Control. B. A.melican Society for Testing and Matelials (ASTM): 1. ASTM D4355 - Test Method for Detelioration of Geotextiles from Exposure to Ultra. 2. ASTM D4491 Test Methods for VI/ater Pemleability of Geotextiles by Permittivity. 3. ASTM D4632 - Test Method for Grab Breaking Load and Elongation of Geotextiles. 1.04 SYSTEM DESCRIPTION A This work shall consist of temporary measures to control soil erosion and sedimentation throughout the duration of all phases of work in accordance with the design and details indicated on the plans and approved in the contract. 34-98-186 @ 1999 Bonestroo, Rosene, i\nderlik & Associates, Inc. 01570-1 EROSION AND SEDIMENT CONTROL B. Temporary erosion controls are short lived devices such as straw bale structures, silt curtains, sediment traps or other means to temporarily protect the over-all work plior to the installation of pennanent erosion controls or to supplement the permanent measures. C. It shall include furnishing, installing and maintaining erosion or sediment control devices as required in the Plans or as directed by the Engineer. D. Dust control may be required to prevent dust from drifting to adjacent areas. Use water (including chloride additions, if necessary) to control dust if requested by the Engineer or Owner. 1.05 MAINTEN.A.NCE A Contractor is responsible for clean up of any erosion of sediment that may occur including street sweeping of mud and debris tracked :6.'om the site. B. Contractor is responsible for the maintenance arld cleaning of all temporary erosion control devices. C. Contractor shall inspect all silt fences immediately after each runoff event and at least daily during prolonged rainfall. Any required repairs shall be made immediately. vv11en sediment deposits reach approximately one-halfthe height of the silt fence, the sediment shall either be replaced or a second silt fence installed. D. The Contractor shall inspect and repair any general washouts that occur as a result of the grading or construction. Restoration shall consist of both grade repair and turf reestab lishment. 1.06 SEQUENCING AL\TD SCHEDULING A. General: 1. This project disturbs five or more acres of total land area. Therefore, a completed application MPCA's General Stonn \Vater Pelmit for Construction Activity shall be provided to the Contractor along with the Contract Documents. The Contractor shall sign the completed application at the time of signing of the Contract Documents. The Contractor shall return the completed application along with a check for the application fee to the Owner for submission to the Mimlesota Pollution Control Agency. The Owner shall notify the Contractor upon approval of the pennit. No work shall be done on the project until the permit has been obtained. By signing the application, the Contractor agrees to comply v'lith the provisions of the permit. 34-98-186 @ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 01570-2 EROSION AND SEDIMENT CONTROL 2. The Contractor shall submit for approval, the plan of operations required for accomplishing temporary and permanent erosion control. 3. Installation of temporary erosion and sedimentation control measures shall be coordinated with all phases of 'vvork. The Contractor shall complete grading, finishing, and installation of permanent or temporary erosion controls on a section-by-section basis. He shall also establish pennanent turf in accordance with Section 02920 to prevent excessive soil erosion. B. Install silt fence prior to starting any construction operations which might cause any sedimentation or siltation. C. Silt fence shall be removed, as detern1ined by the Engineer, after the slopes and ditches have been stabilized and turf developed to the extent that future erosion is unlikely. Materials remaining after removal shall become the property of the Contractor and shall be disposed of off the construction site. PART 2 - PRODUCTS 2.01 MATERIALS A. Silt Fence: 1. The geotextile fablic shall consist of either woven or non-woven: a. Polyester. b. Polypropylene. c. Stabilized nylon. d. Polyethylene. f. Polyvinylidene chloride. 2. Criteria: a. Heavy duty and silt fence around catch basins shall meet MnDOT Specification 3886 (Table 3886-1) for heavy duty and preassembled silt fence, respectively. .... J. Furnished in a wrapping that will Drotect the fabric from ultraviolet radiation _ ........... .l and abrasion due to shipping and hauling. The geotextile is to be kept dry until installed. 34-98-186 @ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 01570-3 ERosrON AND SEDIMENT CONTROL 4. Furnish the Engineer at the time of delivery of the geotextile fabric a Manufacturer's Certificate of Complifulce that the geotextile fabric as furnished meets the above requirements. 5. Posts: Standard steel fence posts weighing not less than 2.0 kg per meter, with a minimum length of 750 nml plus burial depth for heavy duty silt fence. For silt fence around catch basins, posts shall be wood, 50 mm x 50 nnn. B. Washed liver rock for silt fence around catch basin shall be Course Filter Aggregate 3149.2H. PART 3 - EXECUTION 3.01 INSTALLATION A. Silt Fence; 1. Silt fences will be placed on the contour with its ends pointing upslope (so that flow cannot bypass the ends). 2. The silt fence shall be constructed to the dimensions and in accordance with the details shown on the plans. If the silt fence is longer than 180m, it shall be constructed in separate independent UIlits, with each unit having a length less than 180m. 3. The fabric shall be anchored in a trench at least 150mm deep and l50mm \vide dug on the upslope side ofthe posts. The trench shall then be backfilled and properly compacted. 4. Fabric shall be fmnished in a continuous roll to avoid splices. \Vhen a splice cannot be avoided, it shall be made at a fence post. The fabric shall be overlapped 150nnn, folded over and securely fastened. 5. Silt fences shall be constructed with a supporting vi/ire mesh fence. The support fence shall be a standard welded wire mesh fence with a nun. height of 750nnn, mesh spacing of 150mm and be constructed out of 14Y~ gauge wire (mllUn1Um size). The support posts shall be steel "T" posts or equivalent, spaced at 2.4m or less, and shall be driven at least O.6m into the ground. E. Temporary Rock Construction Entrance: 1. The rock used for gravel pads shall be 2.54cm to 5.08cm size. The aggregate should be placed in a layer at least 150mm thick. The rock entrance should be at least 15.2m long; longer entrances may be required to achieve adequate cleaning. 34-98-186 @ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 01570-4 EROSION AND SEDIMENT CONTROL 2. A filter fabric shall be placed under the rock to prevent migration of mud from the underlying soil into the stone. 3. The rock pad shall be constructed before grading begins on the site. 4. When the site becomes muddy, the stone pad shall be inspected regularly for mud accumulation. The rock pad needs occasional maintenance to prevent tracking of mud onto paved roads. TIllS shall require periodic top dressing with additional rock or removal and reinstallation of the pad. The rock pad shall be removed at the direction of the Engineer. C. Silt Fence .A..round Catch Basin: 1. Shall be constructed around catch basins as shown on the detail plate vvith 0.4m3 rock around perimeter. 3.06 MEASlJREMENT AJ.ID PA\TMENT A. A bid item for silt fence has been provided on the bid form. Measurement \vill be based upon linear feet of silt fence for furnishing and installing in place as specified. B. Temporary rock construction entrance is not measured and is incidental to the project. C. Silt fence arOlmd catch basin has been provided on the bid form. Measurement will be based upon each configuration installed in place as specified including washed river rock. El\TD OF SECTION 34-98-186 @ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 01570-5 EROSION AND SEDIMENT CONTROL Pi\RT 1 - GENERAL SECTION 02225 REMOVALS 1.01 SECTION INCLIJDES A. Removal and disposal of the fol1m,ving items: 1. Chain lin1e fence. 2. Concrete curb. 3. Concrete parking stops. 4. Bituminous pavement and driveway pavement. 5. Concrete driveway. 6. Concrete pavement. 7. Concrete sidewalk. 8. Handhole. 9. Storm sewer pipe. 10. Valve vault. 11. Hydrant. 1 'J .1...;... Drainage structure (manhole or catch basin). p ~.J . Bench. B. Salvaging and reinstalling of the folloviing items: 1. Irrigation System - (Sprinkler System). 1.02 RELATED SECTIONS A. Special Provisions Sign Removal and Replacement. B. Section 02810 Inigation System. 34-98-186 'id 1999 Bonestroo, Rosene, Anderlik & Associates, inc, 02225-1 REMOVALS 1.03 REFERENCES A. Minnesota Department of Transportation, "Standard Specifications for Constmction", 1995 Edition (MnDOT Spec.): 1. Section 2104 - Removing Miscellaneous Structures. 2. Section 2232 - Mill Pavement Surface. 1.04 DEFINITIONS A. Remove: To take away, eliminate or remove :6:om the project site by any method selected by the Contractor and to dispose of material. Note: Existing hydrants designated for removal shall be delivered to New Hope Public Works. B. Salvage: To dismantle, disassemble, or remove carefully and without damage so the item can be re-assembled, replaced or reused in a workable condition equal to that existing before removal. 1.05 RE,GtJLATORY REQUIREMENTS A. MnDOT 2l04.3C is modified as follows: 1. All materials designated for removal shall be disposed of outside the project area at sites to be selected by the COTltractor, unless otherwise specified in this section. 2. All materials designated for salvage shall be stockpiled or temporarily stored on sites to be provided by the Contractor. 1.06 SCHEDUUNG A. Prior to sta..rting work, submit for revie\v by the Engineer, and approval by the Ovvner, a schedule showing the commencement, order, ar1d completion dates of the various parts of this work. B. Fili holes or depressions resulting :6:om removal or salvage that occur more than 24 hours Plior to utility or street construction. C. Provide temporary surface restoration for traffic continuit'j where removal or salvage operations are completed within streets, driveways or parking lots more than 24 hours in advance of utility or street construction. PART 2 - PRODUCTS Not Used 34-98-] 86 ,~, 1999 Bonestroo, Rosene, Anderlik & Associates, Inc, 02225-2 REMOVALS PART 3 - FXECUTION 3.01 GEI\fERAL A. The Contractor shall be responsible for disposal of all items removed, except for those items identified to be salvaged, recycled, or brought to the City of New Hope Public Works. Said disposal shall be in accordance with all la\vs, regulations, statutes, etc. B. Demolition shall be perforn1ed without damage to adjacent retained work. \Vhere such work is damaged, the Contractor shall patch, repair, or otherwise restore same to it's original condition, at no expense to the Owner. C. All demolition debris shall be removed :6:0111 the area of work as often as necessary, but not less than at least once at the end of each work day. Debris shall be placed in approved containers to prevent the spread of dust and dirt. D. Execute the work in a carefbJ and orderly maimer, with the least possible disturbance to the public and occupants of buildings. 3.02 PROTECTION A. Take all necessmy precautions to adequately protect persolmel and public and plivate property in the areas of work. All site shall be in place prior to the start of any removal work. B. All street signs, traffic control signs, guy wires, mail boxes, posts, wood tence, etc. which may interfere with construction shall be removed, stored safely, and replaced. C. Approved barriers or \vanllng signs shall be provided as necessary. D. Provide and maintain tempora,.ry protection of existing structures designated to remain where removal work is being done, connections made, matelials handled, or equipment moved. E. Do not close or obstruct walk\vays or roadways. Do not store or place materials in passageways, or other means of egress. Conduct operations with minimum traffic in terference. F. Coordinate the sidewalk removals and reconstruction \vith the affected businesses and provide temporary hard sufaced access (bituminous, wood, steel plates, etc.) as approved by the Engineer. G. Take reasonable precautions to limit damage to existing turf. 34-98-186 iQ 1999 Bonestroo, Rosene, Anderlik & Associates. Inc. 02225-3 REMOVALS H. Holes or depressions created by removals shall not be left open for more than one day. Any hole within three (3) meters of sidewalks shall be filled, suitably marked or covered immediately. 3.03 DEMOLITION AND REMOVALS A. Sawing Pavement: 1. Concrete side\valk, driveway and curb and gutter shall be sa\Vl1 along the removal line to a depth of 1/3 of the thickness of the concrete prior to breaking off the pavement. 2, Concrete pavement shall be sawn along the removal line full depth \vith a concrete saw, and the exact location approved by the Engineer. 3. Bituminous pavement shall be sawn along the removal line to a millimlU11 depth of 75mm prior to breaking off the pavement. B. Concrete and Bituminous Surfacing, Concrete Curb and Gutter: 1. Remove in accordance with MnDOT Spec. 2104.3B, except as modified below. 2. Remove bituminous dliveway pavement shall be the bituminous pavement found in the K-Mart parking lot and Applebee parkLl1g lot. 3. Sawcut bituminous surfacing to full depth at the limits of partial removal, prior to that removal, lU1less othenvise approved by the Engineer. 4. Areas of concrete pavement removal must be approved by the Engineer. If the concrete is removed without pre-sawing, the entire panel must be removed and replaced. a. The opening made in the concrete pavement must be so located that no edge is witbin 1 meter of a contraction, expansion, or longitudinal joint. (1) If the edge of the opening is within one meter of contraction, expansion, or longitudinal joint the concrete pavement must be removed to the joint. b. No openings shall be made in the pavement surface during the winter months (November 15 to April 15) except for emergencies. c. Integral curb and islands (curb and concrete mediful) in concrete pavement removal areas are included in the square meter cost of concrete pavement removal. 34-98-186 rg 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02225-4 REMOVALS 5. Sawcut concrete pavement and concrete base prior to mechanical pavement removal equipment. Remove concrete in such a manner that the remaining pavement is not damaged. 6. Prior to restoring trench areas, the edges ofthe trench shall be trimmed back to a vertical face on a straight line, which is parallel with the centerline of the trench. 7 . Avoid disturbance to any material beyond the limits required for new constructi on. 8. Wnen removing existing sidewalks the Contractor shan not disturb any material beyond the limits required for new construction (assumed as 150mm maximum beyond and 200nm1 maximum bebw existii1.g grade). a. In all locations where sidewalk removal and construction activities are to occur immediately adjacent to the only entrance to businesses the Engineer reserves the right to restrict sidewalk removals to no more than he 3J."'1ticipated the Contractor v/ill be able to reconstruct in the same day. b. In the event adverse weather con.ditions exist or may be anticipated during any time sidewalks are om: of service, the Contractor shall be prepared to inm1ediately install a hard sUIfaced access as directed by the Engineer. c. All temporalj accesses shall be maintained continuously until such time that the new sidewaUc can be placed. i\ny and all costs of any tempOraDj access measures shall be provided by the Contractor as an incidental expense to the sidewalk items. d. Existing bituminous between walk and curb shall be removed with walk and is incidental to measured walk removal. 9. Wllen removing existing curbing and driveways the Contractor shall not disturb any material beyond the liJ11jts required to fonn for new construction (assumed 300rnm maximum from the back of new work and 150n1111 beyond the edge of new dliveways). C. Mill Bituminous Surface: 1. Milling of the existing surfacing shall be accomplished in accordance -with W..nDOT Spec. 2232. 34-98-186 '~ 1999 Bonestroo, Rosene. Anderlik & Associates, Inc. 02225-5 REMOVALS 2. On those roadways where the existing pavement consists of bituminous over concrete, milling of the underlying concrete pavement will not be required. 3. The Engineer shall have the right to modify the milling locations, widths and depths from those depicted in the typical sections and details included in the plans as may be necessary, to complete the work in a manner that will result in sound bituminous overlay. Borings sho\-v existing bituminous depths ranging from 75mm to 100mrn. No other infornlation is available. Any further infonnation should be obtained by the Contractor in accordance to discussions in the Special Provisions. 4. \'There castings and valve boxes exist within the limits of the milling, the removal of the existing pavement immediately adjacent to the castings and valve boxes shall be accomplished to the designed milling depth and cross- slope such that the vertical side of the existing casting or valve box is exposed. a. Use of small milling machines, chipping hammers or other equipment as may be necessary to comply with this requirement shall be incidental. D. Manholes, Catch Basins, and Sections of Existing Pipe: 1. Remove casting and entire structure. 2. Dispose of existing structure. Dispose of casting and :frame unless Owner requests casting delivery. 3. Pipes to be abandoned shall be bulk.headed \-vith brick, non-shTink concrete grout, or concrete block masonry 200111.1'"11 thick at the upstream ends, at the downstream ends that connect to catch basins, manholes, or pipes 900111111 or greater in diameter, and at locations as detem1ined by the Engineer. 4. Mainline sewer pipe to be abandoned having a 300nU11 or larger inside diameter shall be filled with suitable material as directed by the Engineer. 5. Sewer pipe to be abandoned shall be removed if the top of pipe is within 900mm of fInal surface elevation. 6. All bulkheads called for on the plans in stOl1n drains, catch basins and manholes shall be constructed ofbl1Ck and mortar. 7. The removal of portions of abandoned utility lines and pipes when required for the new construction will be considered incidental work and no direct compensation will be made therefor. 34-98-186 @ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02225-6 REMOVALS E. Hydrant: 1. Remove hydrant in cont1ict ,vith construction as well as existing piping. 2. Deliver removed hydrants to New Hope Public Works. F. Valve Vault: 1. Remove casting and structures in its entirety. 2. Remove valves. 3. Dispose of casting and frame unless Owner requests casting and delivelY G. Chain Link Fence: 1. Remove existing chain link fence fabric and posts where they are in conflict with construction as well as concrete maintenance curb. 2. Dispose of removed fence fabric, posts, and curb. H. Fill and Abandon Pipe: 1. The actual limits of the existing pipe to be filled shall be determined in the field by the Engineer. 2. The pipe may be filled with either sand or cementaious sluny. The Contractor's filling method shall incorporate the control and measurement of matelials used as necessary and acceptable to the Engineer to ensure that complete filling ofthe abandoned StOlTl1 sewer is achieved. 1. Bench: 1. Remove and dispose of existing bench unless Ovvner requests bench and delivery. 3.04 SALVAGE AND REINSTALL A. Signs: 1. In no case shall a traffic sign or street sign be removed or disturbed by the Contractor without prior notification being given to the Engineer, and then only after satisfactory an-angements have been made for a temporary installation or its disposition. a. Street identification signage shall be maintained at all times due to it it's importance to the 911 emergency response system. 34-98-186 ,I) 1999 Bonestroo, Rosene, Anderlik & l\.ssociules, Inc. 02225-7 RElvlOV ALS 2. Remove and salvage all posts, A-frame angle brackets, stlingers, as well as the nuts, bolts and \vashers. 3. Exercise reasonable care against damage to in place signs dUling storage and installation. 4. If the Engineer determines that a sign panel was damaged dming the salvage operations, the Contractor shall dispose of the damaged sign panel and furnish a new replacement sign panel. B. Irrigation System (Sprinkler System): 1. Remove existing piping, pipe fittings, and spri1L.~ler heads, where they are in conflict with construction. 2. Reinstall system in location directed by Engineer, in accordance to Section 02810. 3.05 FIELD QUALITY CONTROL A. Items damaged dming removal or salvaging operations shall be replaced with new material of equal type and quality of the damaged item when it was new. B. Items reinstalled shall be of the same shape, dimension, location and quality of the original item prior to construction. 3.06 MEAS1.JREMENT Al,\!l) PAYMENT A. Bid Items have been provided for removal and salvage items. Measurement will be based upon the units as listed below for items removed complete as specified. No measurement will be made of any removals that are not required or of any removals that are specifically designated. The actual quantity removed multiplied by the appropriate Unit PIices will be compensation in full for all work and costs of the following items. 1. Sawing Concrete Pavement: Per lineal meter along the saw cut line as staked. 2. Sawing Bitmninous Pavement: Per lineal meter along the saw cut line as staked. 3. Remove Bituminous Pavement: Per square meter \vithout regard to thickness, including integral bituminous curb. 4. Remove Bituminous Driveway Pavement: Per square meter without regard to thickness. 34-98-186 it' 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02225-8 REMOVALS 16. 17. 18. 19. 34-98-186 ~i 1999 Bonestroo, Rosene, Anderlik & Associates, inc. 5. Remove Concrete Pavement: Per square meter without regard to thickness, including integral curb and islands (curb and median). 6. Remove Concrete Sidewalk: Per square meter without regard to thickness, including existing bituminous between curb and \-valk. These bituminous areas will not be measured. 7. Remove Concrete Parking Stops: Per lineal meter. 8. Remove Concrete Curb: Per 1inealmeter where integral curb is sawcut and removed and concrete pavement remains. If concrete pavement is removed, integral curb is included in square meter of concrete pavement removed. 9. Remove Concrete Dliveway Pavement: Per square meter without regard to thiclmess. 10. Mill Bituminous Surface: Per square meter. It is understood that the depth of lnilling may ra.llge fi'om 0 to 100mm at a...llY location within the area to be milled; up to and including a consistent depth of 100mm across the entire width of the roadway. 11. Remove Drainage Structure: Per each. 12. Remove Handhole: Per each. :Rernoval of existing interconnect pipe IS incidental to handhole. 13. Remove Hydrant: Per each, including delivery to Public vVorks and removal of existing DIP piping. 14. Remove Sewer Pipe: Per lineal meter of the type specified measured from center of junction fittings, catch basins, or manholes and will include the length of any aprons. 1 - ~). Remove Chain Link Fence: Per lineal meter of the type specified, including removal of concrete maintenance curb. Salvaged Sprinkler System: Per lineal meter for removing and relocating existing ilTigation systems. Salvage and reinstall signs will be incidental. All bull;:,.."l}eads shall be incidental to the stonn sewer constmction. Remove Bench: Per each. END OF SECTION 02225-9 REMOVALS SECTION 02230 SITE CLEARING PART 1 - GENERAL 1.01 SECTION INCLUDES A. Removing and disposing of trees, brush, stumps, roots, windfalls, and other plant life. B. Tree trimming/pruning. 1.02 REFERENCES A. Minnesota Department of Trfu"1sportation "Standard Specification for Construction", 1995 Edition. 1. Spec. 2101 - Clearing and Grubbing. 1.04 DEFn\TITIONS A. Brush: All bushes, shmbs, and other vegetation that can be cut with a brush scythe or mowing machine, including isolated trees having a diameter of 100 mm or less at a point 600 mm above ground surface. B. Clearing: Cutting and removing trees, slmlbs, bushes, windfalls, and other vegetation in the designated areas. C. Grubbing: Removing and disposing of stumps, roots, and other remains in the designated areas. 1.05 SEQUENCn'TG Al"JD SCHEDl.JLll.JG A. Complete before or sufficiently ahead of on-going rough grading, excavation, backfill, and compacting for utilities. B. The drawings do not specifically show all trees to be removed or transplanted. C. Protect specimen trees close to work that are designated to remain, but may be damaged by work. P A-RT 2 - PRODUCTS Not Used 34-98-186 ~, ] 999 Bonestroo. Rosene, Anderlik & Associates, Inc. 02230-1 SITE CLEARlNG pj\.RT 3 - EXECUTION 3.01 GEJ\TERAL A Revievv removals in the field "lith the Engineer prior to doing work. Clearing limits clearly marked by the Engineer. B. Assume multiple mobilizations for tree removal. r \.-'. Make available to the property owners any wood from trees removed from their property, at their request. 1. Fell the trees, cut into reasonable 1.8 to 2.4 meter lengths, and stack in piles just outside the construction limits for removal by the property owners. 2. .Any extra work, above and beyond that required for disposal of \vood by the Contractor, is considered incidental, \-vith no additional compensation allowed therefor. 3. No extra compensation for loss of wood or \vood products. 3.02 CLEARING AND GRlTBBING A As directed by the Engineer, trim and paint trees that are to be saved, but interfere \vith the proposed constmction. Perform all clearing and grubbing in accordance with MJ.l..DOT Spec. 2101. B. Clearing Trees: Trim and cut into lengths of 1.8 m to 2.4 m. 1. Including all branches 150 nun in diameter and greater. r '-- . Clearing Brush: Cut even with the ground surface. D. Grubbing: Remove stumps and roots and other remains from all cleared areas. E. All depressions resulting from the gmbbing operations shall be backfilled with suitable material and compacted. 3.03 TRA1'\JSPLA1'\JT TREES A. All trees to be moved with a 2.28 meter tree spade. B. Locate trees in nursery according to order of relocation. 1. Proceed with planting relocated trees, as portions of site become available. 34-98- ] 86 (jd ] 999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02230-2 SITE CLEARlNG C. Feltilize, \vater and properly maintain and protect all trees in temporary nursery. D. Transplant tree to location as marked by the Engineer. E. After completing adjustments, place planting soil backfill around base and sides of root-ball in 200 mm maximum layers, working each layer to settle backfill and eliminate voids and air pockets. F. \Vater again after placing final layer ofbackfilL G. Provide not less than 100 mm thickness of shredded hardwood mulch for each tree and work into top of backfill and finish level with adjacent finish grades. H. If deciduous trees are moved \vhen in full leaf, spray with anti-desiccant at temporary nursery before moving and spray again 2 \'leeks after moving back. 3.04 DISPOS.A..L A. Dispose of all timber and debris such as stumps, branches, brush, and roots, outside the right-of-way at a site selected by the Contractor, except for trees and logs to be salvaged. B. Disposal site should be a properly designated landfill area as detelmined by appropriate governmental agencies, or lands under direct control of the Contractor. C. Obtain \vlitten permission from owner ofland, prior to clearing operations. D. Secure a waiver of all claims from the land owner against the previously desclibed "Owner" for any damages to such land which may result [Tom the disposal. 3.05 PROTECTION A. Conduct operations so as not to damage surrounding plivate property. B. Protect trees intended to be saved from injmy or defacement during operations. 1. Restrict widths of utility trenches. 2. Provide protective bracing, sheeting, or box to insure safe work conditions as incidental to contract. C. Exercise care to keep salvaged material as clean as possible during operations. D. Install temporary fencing at the construction limits prior to any construction activities in order to protect vegetation. 34-98-186 @ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02230-3 SITE CLEARING 3.06 MEAS1JRErv1ENT Al\TD PAYMENT A. Bid items have been provided for clearing and grubbing. Measmement will be by physical count of each tree cleared and grubbed. Payment will constitute compensation in rull for all removal and disposal costs. B. A bid item has been provided for transplant tree. Measurement will be by each tree moved and maintained in an acceptable manner. C. Windfall/Deadfall shall be incidental to the project, with no direct compensation. D. A.reas of brush will not be measmed as Grubbing. Removal and disposal of brush shall be incidental and be included in the payment for Clearing. E. All other work and costs of this section shall be incidental to the project. END OF SECTION 34-98-186 iQ 1999 Bonestroo, Rosene, AnderJik & Associates, Inc. 02230-4 SITE CLEARING SECTION 02280 ADJUST MISCELLAi'.ffiOUS STRUCTURES Pi\RT I - GENERAL 1.01 SECTION INCLUDES A. Perfornl Adjustment of: 1. Manholes. 2. Catch Basins. 3. Gate Valve Boxes. 4. Miscellaneous Structures. B. Remove and replace frame and casting. C. Furnish fi-ame and casting. 1.02 RELATED SECTIONS A. Section 02510 - Water Main. B. Section 02630 - Stonn Drainage. 1.03 REFERENCES A. i\merican Society of Testing and Materials (ASTM): 1. A48 - Specification for Gray Iron Casting. 2. A240 - Specification for Heat - Resisthlg ChromilU11 - Nickel Stainless Steel Plate Sheet, and Strip for Pressure Vessels. 3. C6 - Specification for Nannal Finishing Hydrating Lime (IV'1Oliar). 4. C14l - Specification for Hydraulic Hydrated Lime for Structural Pm-poses (Mortar) . 5. C150 - Specification for Portland Cement (Concrete Rings/lv10rtar). 6. C923 - Specification for Resilient Connectors Between Reinforced Concrete M3.ilhole Structures, Pipes, and Materials. 34-98-186 ![J 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02280-1 ADJUST MISCELLANEOUS STRUCTURES 7. D1248 - Polyethylene Plastics Molding and Extrusion Mate1ials. 8. F593 - Specification for Stainless steel bolts, Hex Cap Screws, and Studs. 9. F594 - Specification for Stainless Steel Nuts. 1.04 DEFIJ\1JTIONS A. JVIarJlole/Catch Basin Adjustment: A change in1im elevation accomplished through the addition or removal of adjustment rings only. Adjustment does not include the addition or removal of sections from the structure. This adjustment/reconstruction is listed 011 the schedules in the contract drawings. B. Gate Valve Adjustment: A change in elevation of the top of the valve box accomplished through the raising or lmvering of the existing top section ofthe valve box only. Adjustment does 110t include the addition or removal of sections from the valve box. 1.05 SlJBMITTALS A. Product Data: Submit manufacturer's desc1iptive literature and product specifications for each product. B. Submit ma...l1ufacturer's descriptive literature castings requested by the Contractor. product specifications for substitute 1.06 SEQUENCING Al\fD SCIinDU'Ln~G A. The Contractor, Engineer, and Owner shall inspect all existing manholes, catch basins, and gate valve boxes within the project limits prior to begillliing construction. B. The Q\vner is responsible for the removal of any foreign material found in the existing structures prior to construction. The Contractor is responsible for removing any foreign material that may enter the structures during the constTuction period. P .ART 2 - PRODUCTS 2.01 ADJUSTll\fG RING A. Concrete: 1. Size to match cone or opening in top slab. 2. Concrete Compressive Strength: Minimum 20684 kPa. 3. Reinforcing: Single hoop 8 gauge steel wire. 34-98-186 ({;) 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02280-2 ADJUST MISCELLANEOUS STRUCTURES 4. Thickness: Minimum 5.08 em, maximum 10.16 cm. 2.02 ADHESION MATERLAl.S A. Ram-Nek material, or equal. B. MOliar: 1. Standard Portland Cement: Type I, ASTM C150. 2. Normal Finishing Hydrated Lime: ASTM C6. 3. Hydraulic Hydrated Lime for Structural Purposes: AST1VI C141. 4. Mix Proportions: One part cement to three parts mortar sand; Lime may be added to mixture, maximun.1 amount 15% by volume. 2.04 CASTINGS A. Manhole and Catch Basin Frames and Covers: 1. Requirement: ASTM A48. 2. Material: Class 35 cast iron. Best grade. Free fi-om injurious defects and fla\vs. 3. Finish: Coal tar pitch varnish. 4. Finish Preparation: Sandblast. ). Machine cover and frame contact surface for non-rocking protection. 6. Type and Style: As shown on drawings. Covers without grate openings stamped with "SAJ'\JITARY SE\VER" or "STOR1Vl SE\VER" as appropriate. Use 5.08 em letters. 2.05 EPOXY PROTECTIVE COATING A. One listed in the MnDOT Concrete Manual, 5694.184B "Epoxy Penetrant Sealer", or approved equal. B. For eatch basins and manhole adjusting rings. 34-98-186 ~, 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02280-3 ADJUST MISCELLANEOUS STRUCTURES PART 3 - EXECUTION 3.01 GENERAL A. The necessa.ry vertical alignment will be determined by the Engineer, and generally as indicated on the schedule of adjustments. B. Where existing fi-ame is within 0.03 m of plan grade, no adjustment is to be made. C. The crown or gutter shall be either lowered or raised to put the street and fi-ame at the same grade. 3.02 ADJUSTIvl'ENT MA1~'HOLE Al\TD CATCH BASIN FR.A1VIE A. Remove all dirt, deblis, dust, and other deleterious material from surface prior to placement of first adjusting ring. B. Concrete Adjusting Ring: 1. Mortar on top and bottom surfaces of all concrete adjusting rings; between surface oftop slab or cone and bottom ring; between surface of top ring and casting; on entire surface of area of ring with no gaps. a. Mortar Thickness: 0.635 em to 1.27 cm. 2. No shims of any material allowed. 3. Required cross slope of casting to be achieved by varying thickness of mortar. 4. Do not plaster the inside surface of rings. 5. \Vipe clean, all excess mOliar from the joints inside all rings and fi-ame. 6. Remove all mortar spills from the structure. 7. Minimum of two, maximum of five adjusting lings allowed. 8. The timer sur:face of all existing and new pre-cast concrete adjusting rings that are components of storn1 sewer maru10les and catch basins shall receive an application or applications of an epoxy protective coating. a. Thoroughly clean concrete by v'lire bmshing. Remove all loose mortar or other foreign matter. 34-98-186 i9 ! 999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02280-4 ADJUST MISCELLANEOUS STRUCTURES 3.03 ADmSTVALVEBOX A. Adjust box by screwing top section up or do\vn. 1. Take care to prevent sand, chunks of concrete or any other debris from entering the valve box. Short sections inserted inside the existing top section are not allowed to perfoml adjustment. 3.04 ADJUSTIV1ENT IN CONCRETE STREET A. Structures and utility valves, which lie in milled areas, shall be ramped with the Bituminous Mixture for Joints and Cracks prior to reopening those portions of the roadway to traffic. 1. No ramping required if the construction schedule is such that all milling, patching, installing of cast iron adjustment rings and paving of the bituIT.Jnous wear course are completed in one day and traffic is not penllitted to dlive on the milled surface with protruding castings. B. Cast iron adjusting rings not to be Ll1stalled on the existing castings and valve boxes plioI' to the placement of bituminous ramps. C. Adjusting lings shall be installed irmnediately ahead of the paving operation on the same day the bituminous wearing course is placed. D. Traffic shall not be allowed nor shall it be directed to drive in lanes with adjusted casting and valve boxes protruding from the surface. 3.05 REMOVE A1~1) REPLACE M.i\l'lliOLE .AND CATCH BASIN FRA.1\1E iu'ID CASTIt\JG A. Remove frame and casting as indicated on the drawings. B. Install neVi casting and cover as indicated on the drawings. C. Dispose of existing frame unless directed by the Owner to deliver. 3.06 FIELD Qt.}?! .ITY CONTROL A. For adjustments made within bituminous surfaced areas, any settlements of the bituminous surfacing belo'w the rim of the adjustment structure "vill require removal and replacement of the bituminous surfacing at the Contractors expense. P, .LJ . The Contractor is responsible for the protection of all existing structmes during the course of the work. C. Secure manholes and stlUctures ilmnediately after completion or before suspension of operations at the end of working day with castings or suitable altemative device. 34-98-186 ~! 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02280-5 ADJUST "lISCELLANEOUS STRUCTURES 3.07 METHOD OF MEAStJREMENT Al\TD PAYlIIENT A. A bid item has been provided for Adjustment of Manhole and Catch Basin Frame. Measurement will be by each manhole casting assembly adjusted, Payment at the bid unit price is for the adjustment to interim and final bituminous surface elevation. B. A bid item has been provided for Adjust Valve Box. Measurement will be by each valve box adjusted. C. A bid item has been provided for Remove Catch Basin Casting and Replace with Mmllole Casting. Measurement will be by each and shall include the new man...hole casting and cover. Adjustment of the casting is incidental to the bid unit price for removing catch basin casting. D. Adjustment of the valve box 011 new valves and castings on ne\v catch basins and manholes installed under this contract is incidental to the bid unit price for these valves and structures. E. Furnishing and placing epoxy protective coating on catch basin mld manhole adjusting rings will be considered to be incidental. END OF SECTION 34-98-186 ':G' 1999 BonestToo, Rosene, Anderlik & Associates, Inc. 02280-6 ADJUST MISCELLAN20US STRUCTURES SECTION 02315 EXCAVATION Ai'\TD FILL PART 1 GENER.A..L 1.01 SECTION INCLUDES A. Construction of Roadway excavations, embarJauents, and fill materials \vithin right-of-ways and easements areas. B. Constmctiol1 of Boone Avenue panding area. 1.02 RELATED SECTIONS A. Section 02318 - Sub grade Preparation. B. Section 02320 - Trench Excavation and Backfill. 1.03 REFERENCES A. Minnesota Department of Transportation "Standard Specifications for Construction", 1995 Edition (MnDOT Spec). 1. MnDOT Spec. 2105 - Excavation Embankment. 2. 1\;1nDOT Spec. 3149 - Granular Material. 3. MnDOT Spec. 2511 - Riprap. 1.04 DEFllilTIONS A. The definitions of the different classifications of excavation arld borrow material shall conlonn to MnDOT Spec. 2105.2, or as modified herein. 1. Sub grade Excavation: Excavation belo"v the bottom of the proposed granular borrow'. 2. Pond Excavation: All materials encountered in the excavation of pond. 3. Salvaged Topsoil: 150 mill of native material encountered under the fill area of the Boone Ponding area. 1.05 QUALITY ASSURAl'-JCE A. Assist testing laboratory by excavating for density where, when, and in the manner prescribed. l\.ssist testing laboratory with obtaining material samples. 34-98-186 iQ 1999 Bonestroo, Rosene, A.nderlik & Associates, Inc. 02315-1 EXCA VA TION AND FILL 1.06 SEQUENCING AL"ID SCHEDULil'JG A. Perfonn excavation as soon as possible after sewer and water construction. B. Complete sub grade for streets, driveways, walks, and parking lots immediately after trench backfill and compaction. C. Complete finish grading of turf areas within 5 calendar days after backfill of trench. PART 2 - PRODUCTS 2.01 MATERIALS A. Riprap: Confonn to gradation ofMnDOT Spec. 3601, Class III. B. Filter Blanket: Confonn to MnDOT 3733, Type IV fabric. C. Geotextile: Conform to MnDOT 3733, Type IV fabric. D. Select Granular Borrow: Granular borrow shall meet the requirements of "Select Granular Borrovv". This matelial shall meet :Lv1nDOT Spec. 3l49.2A which requires 12% by weight will pass the No. 200 sieve. PA..RT 3 - EXECUTION 3.01 GENERAL A. Confornl to MnDOT Spec. 2l05.3A or modified herein. 1. Establish traffic control that is specified and which is compatible with the grading operations. 2. Establish the specified erosion control devices plior to all excavations. 3. NotifY utility companies of progress schedule so they can accomplish relocations, removals, and holding of lines. 3.02 PREPA___R.ATION OF EMBAl'\JlZ..M:ENT A. Conform to 1\1nD01' Spec. 2l05.3B or as modifIed herein. 1. Before placing embankment, strip existing of topsoil. a. Salvaged material shall be stockpiled to be utilized m the new construction. 34-98-186 i9 1999 Bonestroo, Rosene. Anderlik & Associates, Inc. 02315-2 EXCA VA TION AND FILL 2. Engineer approval is required of all areas that preparation work has been perfOlmed prior to the placement of the embankment or fillmatcllal. 3.03 EXCAVATION OPERATIONS A. Confonn to 1i.nDOT Spec. 2105.3C or as modified herein: 1. Salvage, stockpile and reuse any suitable topsoil material as topsoil. 2. Perforn1 excavations to the alignment, cross section, and grade as sho\vn on the drawings and staked by the Engineer. 3. Remove muck excavation material by utilizing a bac1d1oe, so as to minimize dismption to the bottom of the excavation. 4. Notify Engineer immediately of any large boulders or ledge rocks encountered so proper measurement or profile can be made for pay quantities. 5. No solid rock will be allowed within 300 111m of the subgrade, as shown on the typical section. 6. Provide and maintain temporary draiilage facilities until pernlanent facilities are completed. 7. After the roadway excavation IS complete, and pnor to backfilling operations, notify the Engineer 24 hours in advance, so all excavation areas can be cross-sectioned to determine quantities. 8. Cut, fill, and grade site to elevations and contours shown on the drawings, \vith allowances for pavements, topsoil, and structures. 3.04 DISPOSITION OF EXCAVATED IV1ATEFJAL A. COnf0l111 to M:rillOT Spec. 2105 .3D or as modified herein: 1. The Contractor shall remove, salvage, and stockpile the existing topsoil. The Contractor shall detennine the quantity of matellal to salvage and stockpile to sufficiently re-spread at a unifr)ml depth of 100 111m on all disturbed areas identified for seeding or sodding. 2. No disposition of bituminous millings will be pernlitted unless thoroughly mixed with other on-site materials. 3. De-watering required to provide a stable foundation for construction of embwJa:nents is incidental to the constmction. 34-98-] 86 ~ ] 999 Bonestroo, Rosene. Anderlik & Associates, Inc. 02315-3 EXCA VA nON AND FILL 4. .An estimated quantity of topsoil bOlTOW has been provided in the Bid Proposal for use on the project in the event the on-site topsoil material salvaged does not provide an adequate amount to meet the project req uirements, 3.05 PLACING EMBA.NKMENTS A. Confonn to [v1nDOT Spec. 2105.3E or as modified herein: 1. Topsoil shall be placed to a minimum depth of 100 mm on all areas to be seeded and sodded and 300 nun on planting beds. 3.06 COMPACTING EMBANK1\1ENTS A. Conforn1 to MnDOT Spec. 2105 .3F or as modified herein: 1. Compaction required for embankment materials shall conform to the Specified Density Method, vvith the testing location and rates being detennined by the Engineer. 3.07 Flli1SH OPERATIONS A. Conform to IvInDOT Spec. 2l05.3G or as lTlOdified herein: 1. Finish grading of subgrade prior to placement of an aggregate base course, shall be toleranced as follows: a. Not vary by more than 15.24 mm above or below the prescribed elevation at any point where a measurement is made. 2. Finish grading of granular bOlTOW for sub grade prior to placement of an aggTegate base course, shall be toleranced as follO\vs: a. Not vary by more than 30.48 mm above or below the prescribed elevation at any point where a measurement is made. 3. Grading of the soils beneath the proposed topsoil shall be reviewed and approved by the Engineer prior to the start of the topsoil placement. 3.08 RIPRAP PLACEMENT A. Riprap shall be constructed in accordance with MnDOT Spec. 2511. 1. Granular filter and riprap shall be placed within the shortest practicable time span, after installation of pipe outraIls to minimize erosion. 34-98-186 r,;, 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02315-4 EXCA V A TION AND FILL 3.09 MEASlTREMENT Ai\TD PAYMENT A. A bid item has been provided for Excavation. Measurement will be by units of cubic meters of material in its original position, based on cross sections performed by the Engineer, and computed by the average end area method using the original and final cross sections. B. A bid item has been provided for Salvaging Topsoil. Measurement will be by units of cubic meter and is for the Boone Pond area. C. Topsoil Stripping, Salvaging, and Re-spreading is considered incidental to the excavation bid items in all other areas besides Boone Pond. D. A bid item has been provided for Riprap. Measurement vvill be by units of cubic meter. Granular material under the riprap shall be incidental to the riprap construction. E. bid item has been provided for Select Granular Borrov/. Measurement will be by units of cubic meter in place. END OF SECTION 34-98-186 ~ 1999 Bonestroo, Rosene, Ancleriik & Associaies. Inc. 02315-5 EXCAVATiON AND FILL SECTION 02318 SUBGP~ADE PREP ARA nON p ART 1 - GE:t\TERAL 1.01 SECTION INCLUDES A. Final preparation or sub grade preparation, conslstmg of grading, shaping, compacting of subgrade prior to placing a base or surface comse. B. Finish grading of trench backfill for restoration and landscaping. 1.02 RELATED SECTIONS A. Section 02315 - Excavation and Fill. B. Section 02720 - Aggregate Base Comse. C. Section 02770 - Concrete Curb and Gutter, 1.03 REFERENCES A. Minnesota Depa.rtment of Transportation "Standard Specifications for Construction", 1988 Edition, and the Supplemental Specifications dated May 2, 1994, (IvlnDOT Spec). 1. MnDOT Spec. 2105 - Excavation and EmbarJcment. 2. MnDOT Spec. 2111 - Test Roiling. 3. MnDOT Spec. 7112 - Subgrade Preparation. PA.-l~T 2 - PRODUCTS Not Used PART 3 - EXECUTION 3.01 GENERAL A. Subgrade preparations shall be perforn1ed to produce the required density, grade, and cross-section. 34-98-186 (Q 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02318-1 SlTBGRA.DE PREPAR.A.TION 3.02 PREPARATION A Inspection of Subgrade by test rolling confornling to Mll..DOT Spec. 2111 or as modified herein: 1. The equipment used for test rolling shall be a Tandom Tmck with a gross weight of20,430 kilograms. 2. The road bed will be considered unstable if yielding and rutting is greater than 3.81 em. 3.03 COJVIPACTION A Confonn to 1\I1.1DOT Spec. 21 05.3G or as modified herein: 1. For the Specified Density Method, the Engineer will sample and test the soils to determine the Ivlaximum Density and Optimum Moisture. 2. Density and moisture tests will be taken on the compacted sub grade, at the location and testing rates designated by the Engineer. 3.04 FIN1SH OPERATIONS A. Sub grade tolerance shall confonll to the following: 1. Not vary by more than 15.24 m...'ll above or below the prescribed elevation at anyone point where a measurement is made. 3.05 MEASUREMENT Al\!"TI PAYIVIENT A. No bid item has been provided for Subgrade Preparation, and shall be incidential to excavation and fill. B. Testing Rolling shall be incidental. E]\1]) OF SECTION 34-98-186 @ 1999 Bonestroo, Rosene, Anderlik & Associ2tes~ Inc. 02318-2 Su13GRlIDE PREPAR..A. TION SECTION 02320 TRENCH EXCA V A TION ANTI BACKFILL PART 1 - GENEF.AL 1.01 SECTION INCL1JDES A. Trenching requirements for underground plpmg and appurtenances including requirements for excavation, backfill and compaction. 1.02 RELATED SECTIONS A. Section 02315 - Excavation and Fill. B. Section 02510 - Water Main. C. Section 02515 - Water Service. D. Section 02630 - Stann Drainage. 1.03 REFERENCES A. Minnesota Depaliment of Transportation "Standard Specifications for Constmction", 1995 Edition, (MnDOT 1. Section 2105 - Excavation and Embankment. 2. Section 2451 - Stmcture Excavations and Backfills. 3. Section 3149 - Granular Material. B. Anlerican Society of Testing Materials (ASTM): 1. D2321- Recommended Practice for Underground Installation of Flexible Thennoplastic Sewer Pipe. 2. D698 - Standard Moisture Density Relationship of Soil. 1.04 DEFINITIONS A. Bedding: The soil material adjacent to the pipe which makes contact ~/ith the pipe foundation, walls of the trench and upper level of backfill. The purpose of bedding is to secure the pipe to true line and grade and to provide stmctural support to the pipe barrel. B. Foundation: Soil material beneath the pipe bedding. 34-98-186 (f;J 1999 Bonestroo, Rosene, Ander1ik & Associates, Inc. 02320-1 TRENCH EXeA VA TION AND BACKFILL c. Improved Foundation: FOlmdation provided by importing material from sources outside the project limits. Required when foundation is soft or unstable. D. Rock Excavation: Includes such rocks as are not decomposed, weathered or shattered and wpich wiIi require blasting, barring, wedging, or use of air tools for removal. Also included are any boulders, concrete, or masonry structure (except concrete pavement, curb and gutter, and sidewalk) exceeding 2.3 cubic meters. h' J....,. Pipe Zone: That part of the trench below a distance of 300 mm above the top of the pipe. 1.05 PROJECT CO:NTIITIONS A. Known existing underground utilities are shown 011 the drawings in a general way. The Owner does not guarantee the locations as shown on the drawings. The Contractor shall anticipate variations in both the veltical and horizontal locations of underground utility lines from those shown on the draw.ings. B. Uncover utilities and verify both horizontal and veltical align.l"'11ents sufficiently in advance of construction to permit adjustments in the work. C. Contractor to notifY Gopher State One Call before starting construction in a given area, requesting utility locations in the field. 1.06 SEQUENCING Ai\TD SCHEDULll\fG A. Determine location of existing utilities and identify conflicts before excavating trench for pipe installation. B. Uncover utilities and verify both veltical and horizontal alignments sufficiently in advance of construction to permit adjustments in the work. ... '-'. Provide continuance of flow of existing sewer and other facilities. This will involve temporary piping/structures (etc. due to phasing on the project). D. Backfill and compact all trench excavations promptly after the pipe is laid. 1.07 GUiill..AJ\fTEE A Trench settlements which occur dming the guarantee period that are greater than 25.4 mm as measured by a 3.048 m straight edge will be repaired ill a maImer that is acceptable to the Owner at the Contractor's expense. 34-98-186 ~, ! 999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02320-2 TRENCH EXCA VA TION AND BACKFILL PART 2 - PRODUCTS 2.01 GR.~NULAR BEDDING MATERLAL AND GRAl\1JLAR BACKFILL A. Comply with MnDOT 3l49B 1 for granular borrow. 1. No on-site granular matelial encountered during construction may be used. 2.02 IMPROVED PIPE FOU1\1DATION A. Comply with MnDOT Spec. 3149.2H Modified. 1. Crushing requirements: Not less than 50% of the material, by weight, that is retained on the No.4 sieve shall have one or more crushed faces. PART 3 -EXECUTION 3.01 EXAMINATION A. Plior to construction, inspect existing utility struchlres and surface features and document condition. B. Velify with the Engineer that all pennits necessary to do the work are obtained. 3.02 PREPA...RJ.3ION A. Call Utility Owners to field mark their utility locations. B. Protect as necessary surface features such as utility poles, trees, structures, pavement, etc. that are not designated all the plans to be removed. C. Notify Utility Companies of progress schedule so they can accomplish relocations and removals that they have agreed to perf 01111. D. Implement traffic control. E. Complete temporary removal or relocation of surface featmes such as fences, sl:lrubs, signs, and mailboxes. F. Strip off existing topsoil from within the trench excavation limits and stockpile. Separate vegetative stlippings from topsoil and dispose of appropriately. G. Crossing Under Existing Utility Lines: 1. Use extreme care when excavating in the vicinity of underground utility lines to avoid damage to protective coatings or surfaces. 34-98-186 ~; 1999 Bonestroo, Rosene, Andcrlik & Associates, Inc. 02320-3 TRENCH EXCA V A TION AND BACKFILL 2. "Nhere possible and as authorized by the utility, temporarily remove the utility line, install the new pipe and reinstall the utility line. 3. Vvlfiere existing line cannot be removed or is not feasible to remove, securely support, excavate lmder, backfill under and around the utility line to 100 percent standard Proctor density. 4. Report and repair damaged lines prior to backfilling trench. 3.03 CONSTRUCTION A. Excavation: 1. Trench Construction: a. Excavate trench to aligIIDlent and grade shm:vn on the drawings. b. The trench width at the surface may vary and depends on the depth of trench and nature of the excavated material encountered. However, it shall be of ample width to pennit the pipe to be laid and jointed properly and the backfill to be placed and compacted properly. c. Correct any part of the trench that is inadveliently excavated below grade with approved material compacted to 100% of Standard Proctor density. d. Brace, shore, or sheet trench and provide drainage. Comply with applicable State Regulations relating to industrial safety to a safe angle of repose. .Angle of repose may be no less than that required by the Accident Prevention Division of the State Industrial Commission or the requirements of the Occupational Safety and Health Act (OSHA), whichever is most restrictive. e. Pile all excavated matelial in a mamIer that will not endam:er the v \vork or obstruct sidewalks, driveways, gutters, etc. f. Segregate soils ill the excavated 111aterial that are lI0t suitable for trench backfill and dispose of ill a manner that is consistent with the requirements specified herein under "Backfill Above Pipe Zone". g. Ulspose of excess excavated materials off of right-of-ways and easements in a suitable site selected by the Contractor. 34-98-186 i[j 1999 Bonestroo, Rosene, Andeilik & Associates, Inc. 02320-4 TRENCH EXCA VA TION AND BACKFILL h. Haul matelials, other than natural soil materials that are suitable as backfill matelial, to an approved landfill as directed by the Engineer. 2. Dewater the ground as necessary to excavate the trench and install the pipe. All pipe and structures shall be laid in a dry condition prior to backfill. Maintain groundwater level a minimum of 300 mm below the pipe invert. Measure the rate of flow from dewatering pumps at the beginning of the dewateling operation( s) and once per \veek there after. Keep a daily log of hours pumped. Dewatering is incidental to pipe and structure construction. 3. Excavate to a sufficient depth to insure adequate foundation when the bottom of the trench is soft or where, in the opinion of the Engineer, unsatisfactory foundation conditions exist. Bling excavation up to pipe grade with thoroughly compacted granular materials meeting the requirements of Improved Pipe Foundation Material. 4. Provide temporary support, remove, relocate or reconstruct eXlstmg utilities located within the trench excavation. Utility shall designate method employed. Use particular care and provide compacted fill or other stable support for utility crossings to prevent detrimental displacement, rupture or failure. 5. Excavate to expose existing utilities that cross in close proximity to the plamled pipe line to detennine the utilities' exact location sufficiently ahead of pipe installation to plan .for the avoidance of grade conflict. 1'v1easure to detel111ine the utilities' location relative to the planned pipe line location. A deviation from the alignment, grade and location to avoid conflict may be ordered by the Engineer. 6. In locations where rock affects the pipe foundation, excavate the trench 150 mm to 300 mm below the pipe and place granular bedding material up to the proposed invert elevation. The remainder of the trench up to the top of rock elevation shall be backfilled with granular backfill material: a. Granular Bedding: The removal and disposal of the unsuitable material within the trench and below the invert elevation and the replacement up to invert elevation with the appropriate bedding material. b. Granular Backfill: The removal and disposal of unsuitable material within the trench, above the invert elevation and replacement up to the surface with appropriate backfill material. No additional compensation will be allowed for wider or deeper trenches in rock excavations. 34-98-[86 <9 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02320-5 TRENCH EXCA VA TI0N AND BACKFILL 7. Improved Pipe Foundation: vVhen unsatisfactory foundation conditions exist, excavate to a depth consisting of solid materials. Fill to pipe grade \'lith thoroughly compacted granular material. B. Pipe Bedding: 1. Reinforced Concrete Pipe: Bed pIpe 111 accordance with Class C-l bedding. 2. Ductile Iron Pipe: Bed pipe in accordance with A WW A Standard C 150 and C151. 3. Use only selected materials free from rock, boulders, debris, or other high void content substances to a level 300 mm above the top of pipe. Remove ledge rock, boulders and large stones to provide at least 150 mrn clearance from pipe. 4. Dig bell holes of ample dimension at each joint such that the pipe banel rests continuously on the bedding. C. Backfill at Pipe Zone: 1. Backfill inm1ediately after pipe is laid. 2. Backfill placed completely under exceeding 100 nml in depth. haunches 111 unifol111 layers not D. Backfill above Pipe Zone: 1. Use suitable mateIials selected from the excavated matelials to the extent available and practica1. 2. Suitable materials are mineral soils free of mbbish, stumps, branches, debris, fi.ozen soil, oversize stone, concrete fuld bituminous chunks and other unsuitable material. 3. Place in uniform depth layers not to exceed 300 ml11 before compaction. Complete the compaction of each layer before placing material for the succeeding layer. 4. Compact each layer by mechanical means until it meets the requirements ofMnDOT Specification 2105.3 Fl"Specified Density Method". 34-98-186 19 1999 BonestToo, Rosene, Anderiik & Associates, Inc. 02320-6 TRENCH EXCA VA TrON AND BACKFILL Trenches shall be compacted to a minimum of 95% except to 100% in the upper 1.0 meters. If the moisture content of the backfill matelials is greater than 3% above the optimum moisture, compact the matelials to a minimum density of 48.05 kg/m3 less than the standard Proctor curve at that moisture content, except that minimum compaction shall be 85% of standard Proctor density. 5. The method and means of placement and type of compaction equipment used is at the discretion of the Contractor. However, all portions of the trench backfill must meet minimum specified compaction requirements. 6. Any deficiency in quantity of backfill material (caused by shrinkage or settlement) shall be supplied at 110 additional cost to the City. 7. Excavated material not suitable or required for backfill shall be disposed of outside of the project limits. 3.04 RESTRICTED TRENCH 'WIDTH A. Restrict \vidth of trench to conform with construction limits indicated on the drawings and where directed by the Engineer to prevent damage to specimen trees or adjacent structures. B. Contractor to choose method of restricting trench width, and comply with 3.03.p,...1.d. 3.05 FIELD QUALITY CONTROL A Density Tests: To be perfonned by an approved soils testing firm at various locations and depths throughout the project as directed by the Engineer. The Contractor shall cooperate fully and provide assistance as necessary to complete these tests. B. Failed density test areas shall be excavated and recompacted Ul1til the density requirements are met. 3.06 IvlEASD:'~MENT ANTI PAYIVIENT A. Trench Excavation: Excavation and backfilling of trench and associated pipe bedding shall be included in the price of pipe furnished and installed. B. A bid item has been provided for coarse filter aggregate, modified for improved pipe foundation. Measurement will be per cubic meter (CV). No payment will be made without the knowledge or consent of the Engineer. No payment will be made for subgrade rock installed for de-watering purposes, only, unless specified. 34-98-186 ':9 1999 Bonestroo, Rosene, A.nderlik & Associates, Inc. 02320-7 TRENCH EXCA VA TION AND BACKFILL C. Temporary bracing and sheeting: Considered part of the excavation costs, with no additional compensation to Contractor, unless provided for otherwise. D. Density Tests: 1. Passing Tests: All costs paid by Ovvner. 2. Failing Tests: All costs charged to and paid by the Contractor. E. Dewate11ng: No explicit, direct payment is made for tIlls work. Include the costs in the bid unit prices for the pipe or structure installed. ENTI OF SECTION 34-98-186 (\';;, 1999 Bonestroo, Rosene, Andcrlik & Associates, Inc. 02320-8 TRENCH EXCA VA nON AND BACKFILL SECTION 02411 FOUNDATIONS FOR Mll--JOR CONCRETE STRUCTLJRES PART 1 - GE!.'.,~RAL 1.01 SECTION INCLlJDES A. This work shall consist of the construction of reinforced poured concrete foundations for the small and large brick columns, bollards, railing posts and site furnishing concrete slabs where noted on the Drawings. 1.02 RELATED SECTIONS A. Section 02780 Unit Pavers. B. Section 02775 - Concrete Walles, Medians, Drive\vays and Crosswalks. C. Section 02870 - Site FUlnishings. D. Section 03450 - P.J:chitectural Pre-Cast Concrete. E. Section 04200 - Blick Masonry. F. Section 05500 - Miscellaneous Metal Items. 1.03 REFERENCES A. MilU1esota Department of Transpoliation "Standard Specifications for Construction", 1995 Edition (MnIDOT Spec.): 1. Section 2411 - Minor Concrete Structures. 2 . Section 3302 - Dowel Bars. 1.04 PROJECT/SITE CUNDITIONS A. Coordinate installations with the representatives and other trades on site. P ~~T 2 - PRODUCTS 2.01 MATERIP..LS A. Dowel bars and sleeves. 34-98-186 ~! 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02411-1 FOUNDATIONS FOR MINOR CONCRETE STRUCTUHES 1. Dowel bars and sleeves for use in expansion joints shall be in conforn1ance with MnDOT Spec. 3302. PART 3 -EXECUTION 3.01 CONSTRUCTION REQUIREMENTS A. Refer to the respective sections for the individual components of the brick columns and bollards including architectural precast concrete and brick masonry. 3.02 MEASUREMENT AA'D P A \~ENT A. Construction of reinforced poured concrete foundations for the small and large colmlli1s, bollards, railing posts and site fumishings will not be measured. Payment shall be included in the base bid. END OF SECTION 34-98-186 @ 1999 Boneslroo, Rosene, AnderEk & Associates, Inc. 02411-2 FOUNDATIONS FOR MINOR CONCRETE STRUCTURES PART 1 - GENERAL SECTION 02510 'NATER MAIN 1.01 SECTION INCLUDES A. vVater main pipe, valves, hydrants, fittings, and miscellaneous appurtenances. 1.02 RELATED SECTIONS A. Section 02280 - Adjustment of Miscellaneous Structures. B. Section 02315 - Excavation and Fill. C. Section 02320 Trench Excavation and Backfill. D. Section 02515 - Water Services. 1.03 REFERENCES A. _.American 'Water '/Yorks Association (A VVW A): 34-98-186 (9 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 1. CI04 - Cement 1\1ortar Lining for Ductile and Cast Iron Pipe and Fittings. 2. CI05 - Polyethylene Encasement for Ductile-Iron Pipe Systems. " J. CllO - Ductile Iron and Grey - Iron Fittings, 75 mm tlu'ough 1225 mm for Water and Other Liquids. 4. Clll - Rubber Gasket Joints for Ductile Iron Pressure Pipe and Fittings. 5. CISl - Ductile Iron Pipe, Centrifugally Cast for \-Vater. _ v _ 6. CI53 - Ductile Iron Compact Fittings for \Vater Service. 7. C504 - Butterfly Valves. o o. C509 - Resilient-Seated Gate Valves. 9. C600 - Installation of Ductile Iron "Water :Main and their Appurtenances. 10. C601 - Disinfecting \Vater M:ains. 02510-1 WATER MAIN B. American Society of Testing and Materials (ASTM): 1. A126 Specification for Gray Iron Castings for Valves, Flanges, and Pipe Fittings. C. State of Minnesota Department of Transportation "Standard Specifications for Construction", 1995 Edition (MnDOT Spec.). 1. 11nDOT Spec. 3760 - Insulation Board (Polystyrene). 1.04 SEQUENCrr.;fG At'ID SCHEDULING A. Notify the City Water Department a minimum of 48 hours prior to perf0l11ling work. At this time the Contractor is responsible to notify the City Fire Department of the intended shutdown. B. Notify all customers connected to water system to be shut down 48 hours III advance of shut down. C. The City \Vater Depariment must open and close the existing valves for this part of the operation. The City is responsible for Hushing the mains after the connection is completed; however, the Contractor shall assist the City as necessary. D. Successfully complete required test and inspections before restoration of surface. P ~~T 2 - PRODUCTS 2.01 DUCTILE IRON PIPE Ai'\TD FITTINGS (DIP) A. General Requirement: AV-rWA Ci51. B. Cement-mortar lining confonning to A VlW A C 104. C. Class 52 for diameters less than 500 mm. D. Class 51 for 500 111m diameter or greater. E. Fittings: A\YW A CIS3, Ductile Iron, 1,723.7 kPa working pressure, AWIyV A CIll mechanical joint or push-on. F. A..nti-colTosive coating on all bolts and restraint assembly. 2. 02 GATE VALVE iu"\ID BOX A. General Requirement: A \VVV A C509. 34-98-186 iQ 1999 Bonestroo, Rosene, Anderiik & Associates, Inc. 02510-2 \VATERMAIN B. Bronze mounted, iron body valves. C. O-ring seals. D. Non-rising stem, opening by tuming counter c1ocbvise, 5.08 cm square operating nut. E. Mechanical j oint ends confornling to A VVW A C 111 . F. Valve Boxes: 1. ThTee pieces, cast iron, screw-type. 2. Adjustable for 2.4 m depth of cover. 3. Valve and box considered as integral units. 4. 13.335 em diameter shafts. 5. "Stay put" type drop covers, "WATER" on top, ,'lith extended skirts. 2.03 BUTTERFLY VALVE AND BOX A. General Requirement: A\VWA C504. B. Mechani cal j oint valve ends confonning to A 'vYW A C 111. C. A VVW A C504 Class 150B valve shaft diameter. D. Valve Body: High strength cast iron confOlming to ASTM A126, Class B. E. Valve V fule: High-strength cast iron conforming to ASTM A48, Class 40, mbber seat mechanically secured with an integral 18-8 stainless steel clamp ling and 18- 8 stainless steel self-locked screws. F. O-ring seal. G. Operator: 1. Traveling nut type sealed, gasketed, and lubricated for underground servIce. 2. Open counter clocbvise. '" J. 5.08 cm square operating nut. 34-98-186 <<;! 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02510-3 WATER MAIN H. Valve Box: 1. Three piece, cast iron, screw-type. 2. Valves and boxes to be considered integral units. 3. 13.335 em diameter shafts. 4. Round or oval bases. 5. "Stay put" type drop covers, bearing the word "WATER" on top, \vith extended skirts. 2.04 HYDRANT A. General Requirements: A V/W A Standard C-502. B. Approved Manufacturer: Waterous Pacer \\/B-67, or equal. C. Two - 63.5 mm hose cOlmections with National Standard threads. D. One - 115 mm steamer/pump or connection with National Standard threads. E. National Standard Operating Nut. F. 127 111m valve opening. G. 152 mm mechanical joint pipe cOlli1ection. H. Break-off flange with breakable rod coupling. 1. 2.40 meter cover. J. 400 r11..111 high traffic section. K. Nozzle caps attached to hydrant with metal chains. L. High-pressure valve seat (refened to as the Colorado Kit). M. Tv/o Fiberglass Flags: Hydranfinder Hydrant Marker, or equal. 1. White fiberglass rod, \vith 4 red reflective bands, without a bulb end. ') .:.. 1300111.111 long, 9.5 111m diameter. 34-98- i 86 G;;' 1999 Bonestroo, Rosene, Anderlik & Associates, 1nc. 02510-4 WATER MAIN N. i\.nti-colTosive coating on all bolts and restraint assembly. 2.05 INSULATION A Polystyrene meeting the matelial requirements ofMnDOT Spec. 3760. 2.06 CASING PIPE A PVC Schedule 40, for irrigation piping. 2.07 JOINT RESTRATI'-JT A. Mechanical Joint Restraint: 1. Ductile Iron. 2. \Vorking pressure: minimum 1,723.7 kPa. 3. ERI\A Iron, Inc., Mega-lug, or equal. B. Tie Rods: Stainless steel with "Star" brand tie bolts. 2.08 PIPE ENCASElVIENT A Polyethylene: Conform to A'0lWA CI05, C (Black), tube forn1. P i\R T 3 - EXECUTION 3.01 PREP .ARA.TION A. See Section 02320 - Trench Excavation and Backfill. 3.02 INSTALLATION OF PIPE A. Install pipe and fittings in accordance \vith the manufacturer's instructions and with the details shown on the drawings. T.:{ .u. Pennanently support, remove, relocate or reconstruct existing utility pipes, cables, structures or other appurtenances \vhen they obstruct the line, grade or location of the pipe or appurtenance. c. Remove foreign matter or dirt from the inside of pipe. D. All jointing of mechanical joint pipe and push-on joint pipe in accordance to AW\iVAC600. 34-98-186 <9 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02510-5 WATER MAIN E. Outside of the spigot and the inside of the bell, wire blUSh, wipe clean and dry. Keep pipe ends clean until joints are made. F. Lay and maintain pipe and appurtenances to the alignment, grade and location shown on the drawings. No deviation from the plan alignment, grade or location is allowed unless approved by the Engineer. No pipe shall be laid in water or when the trench conditions are unsuitable for such work. G. Precautions are to be taken to prevent debris or groundwater fTom entering the pipe being laid. H. Installing Fittings: 1. General Requirements: A VVVV A C600. 2. Set and jointing to existing pipe and fittings as specified for cleaning, laying and joining pipe. I. Place polyethylene encasement around all pipe and fittings. J. Abandon existing water main and plug ends. K. Backfilling: See Section 02320. 3.03 INSTALLATION OF V A..LVE A. Set and joint valves to new pipe in the manner as specified for cleaning, laying and jointing pipe. Location to be detennined by the Engineer. B. Valves and boxes shall be supported on a concrete block as shown on the drawings. C. Maintain valve box centered and plumb over the operating nut of the valve. D. Set top of valve box flush with the existing surface to provide 300 mm ofupwa:rd adjustment. 3.04 A.NCHOR.A.GE A. Brace fittings and hydrants securely against undisturbed soil using timbers, precast concrete block with wooden wedges, or pom-ed in place concrete thrust blocks. 34-98-] 86 'id 1999 Bonestroo, Rosene, Anderlik 8: Associates, Inc. 02510-6 WATER MAIN B. Pipe Restraint: 1. Place gland on the plain end with the lip extension toward the plain end, followed by the gasket. 2. Insert the pipe into the socket and press the gasket finnly and evenly into the gasket recess. 3.05 INSTALLATION OF HYDRANT A. Location detelmined by Engineer. A grade stake and location stake will be provided by the Engineer before the hydrant may be set. B. Set on 200 m.m concrete block or equal concrete base. C. Brace according to dravvings. D. After each hydrant has been set, place around the base of the hydrant not less than 0.76 cubic meter of gravel or crushed rock from which all fine material has been removed. Carefully place a payer of polyethylene, minimum 4-mm thickness, over the rock to prevent the backfill from entering the voids in the drain rock. E. Maintain hydrants in a plumb position during the backfilling operation. F. Attach a fiberglass flag to the hydrant with an existing flange bolt towards the back of the hydrant. G. Furnish one additional flag for each hydrant to the Owner. 3.06 INSULATION A. Revievv insulation installation with Engineer. 1. Place insulation between "vater pipe and sanitary or stonn pipe vvhen water main or service is within 150 n1111 above or below the sanitary or storm pIpe. 2. Place insulation between water pipe and catch basin or lead when \vater main or service is within 0.91 meter of structure. 3.07 \VATERMAINOFFSET A. Shall apply to all water main that cannot be offset above the ne\v pipe to achieve a 10 mnl clearance between pipes and 2.286 meter of cover over the water main. 34-98-186 i9 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02510-7 WATER MAIN B. Expose water main, cut and plumb the water mam 0.610 meter beyond the proposed sewer trench wall. C. Remove the abandoned water main and install offset as shown on the drawings. 3.08 PROTECTION A. Securely plug all openings along the line of water main promptly and before suspension of work at any time to prevent emih or other substances from entering the "vater main. B. Secure valve boxes and structures immediately after completion or before suspension of operations at the end of the working day. C. Mark valve boxes and structures susceptible to being hit by construction or vehicular traffic. 3.09 FIELD QUALITY CONTROL A. Scope: 1. Perfoml hydrostatic pressure, disinfection, and conductivity tests. 2. The Engineer will observe and work for compliance. all tests and visually inspect final B. Required Tests and Inspection: 1. Hydrostatic Pressure Test: a. Test Pressure: 1034.21 kPa. b. Criteria: Not more than 20.68 kPa drop in one (1) hour. 2. Disinfection: a. General Requirement: A i,VWA C601- Disinfecting \J.[ ater Mains (Tablet M:ethod). b. Place hypochlorite tablet 111 each section of pIpe and all app urtenal1 ces. 1) Attach tablet to top of pipe with a food grade adhesi\re such as Permatex Fom1-A-Gasket No. 2 and Pennatex Clear RTV Silicone Adhesive Sealant, which are manufactured by Loctite Corporation. 34-98-186 rS' 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02510-8 "VA TER MAIN ')\ -) The number of tablets required per 6 m length of pipe based on 3 Y4 grain available chlorine per tablet is as follows: Diameter 100 mm 150 mm 200 111111 250 111111 300 mm 400 111m 450 111111 500 nm1 600 mm No. of Tablets 1 2 3 4 5 9 12 14 20 c. Fill main with water at a velocity of less than 0.305 m per second if tablet method is used. 3. Conductivity: a. Cunent - 350 amps for 4 minutes, then 400 amps for 1 minute without fluchlation. b. Lines must be filled with water Plior to test. 3.10 MEASlJREMENT Al'ID PAYMENT A A bid item has been provided for \vater main pipe. Measurement will be by units of m.eter along the center lines of the mains (with no deductions being made for valves, fittings or specials). Payment includes polyethylene encasement. B. A bid item has been provided for PVC casing pipe. Measurement will be based upon the units of meters. C. A bid item has been provided for Relocate Hydrant. Measurement \vill be based upon each hydrant salvaged and relocated. PaY1nent shall include removing existing DIP piping and hydrant, fittings, relocating hydrant and adjusting hydrant elevations as required. D. A bid item has been provided for Cormect to Existing Water Main. Iv1easure111ent ,vill be based upon each, incidental of size. Payment shall include cutting into the water main, necessary sleeves an.d adapters, pipe to replace existing main, and other incidentals. The fitting castings will be paid for by the unit Plice per kilogram over and above the cost of the proposal item for cutting in. 34-98-186 @ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02510-9 WATER ",lAIN E. A bid item has been provided for ductile iron fittings. Measurement vvill be per kilogram for the standard weight of the fittings. Ductile iron fittings will be paid for at the comparable weights of cast iron fittings. No additional payment will be made for glands, gaskets, rods, bolts, or other accessories. Payment includes anti- cOlTosive coating 011 all bolts and restraints and polyethylene encasements. F. A bid item has been provided for valves. Measurement will be based upon units of each. G. A bid item has been provided for water main offset. Measurement will be per each. Payment shall include cutting in and cOlmecting to existing water main, sleeves, new sections of water main pipe, fittings, and insulation. H. No bid item is included for abandon existing water main and plugging end. Payment for this item should be included in the base bid. EN'D OF SECTION 34-98-186 <f) 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02510-10 WATER MAIN SECTION 02515 V1ATER SERVICES PART 1 GENI3RAL 1.01 SECTION INCLUDES A. Water service pipe, corporation cocks, curb stops and boxes, and all app w-tenances. 1.02 RELATED SECTIONS A. Section 02510 - vVater Main. B. Section 02320 - Trench Excavation and Backfill. 1.03 REFERENCES A. P,111erican Society of Testing and Materials (ASTM): 1. B88 - Class K Copper vVater Service Pipe. PART 2 - PRODUCTS 2.01 COPPER SERVICE PIPE A. General Requirement: ASTM Specifications B-88 Class, "K" Specifications and U.S. Government Type "K" Specifications. B. Seamless. C. Suitable for use as tmderground water service cOlmectiol1. 2.02 CORPORATION COCK ,\ rL ADDroved 1\1anufacturers: .L .L 1. Mueller, J'vIinneapolis, Pattern H-15000. 2. Ford Type F600. 3. Hayes No. 5200. 4. McDonald No. 4701. B. Threaded for use with copper service pipe. 34-98-186 @ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02515-1 WATER SERVICES C. Threaded on inlet end \-vith standard corporation cock tlu.ead. D. Mueller 110 compression cOlmections are approved. 2.03 CURB STOP A. Approved Manufacturers: 1. Curb Stops 25.4 1ll..111 and Smaller: a. Mueller Oriseal, Milmeapolis Pattern H -15151. b. Ford No. B22. c. Hayes No. 5155. d. McDonald No. 4714. 2. Curb Stops Larger than 25.4 mm: a. Mueller Oriseal H-15154, Mim1eapolis pattern. b. Ford No. B22 series ball valves. c. Hayes Nuseal No. 4008. d. McDonald No. 6104 ball valves. B. For copper service pipe inlet and outlet. C. Full opening through the valve body \-'lith no smaller restriction allowed. 2.04 CURB BOX A. Approved Manufacturers: 1. Iv1ueller, Minneapolis Pattem H-I0388. 2. Hayes: Confollnil1g to 2.03.i\.1.a-d. 3. McDonald: Conformi11g to 2.03.A.l.a-d. B. Adjustable in height from 1980 mm to 2286 El111. C. Stationary rods. 34-98-186 @ 1999 Bonestroo. Rosene, Anderlik & Associates, Inc. 02515-2 WATER SERVICES D. 31.75 nun upper section. E. Mueller, Minneapolis pattem base. PART 3 -EXECUTION 3.01 li~STALLATION A. Governing Code: .tvIinnesota Plumbing Code and any local ordinances that may apply. B. \Vater Service Line: 1. Parallel the sewer service line in the same trench. 2. Laid in a workmanlike manner. 3. Terminate as shown on drawings. 4. Crimp the end of line to keep fi'ee of dirt. 5. 2.13 meters of cover from finished grade. C. Corporation Cock: 1. Tap into main only when water main is under pressure. D. Curb Box: 1. Support on fu.1l size pre-cast segmental manhole block. 2. Place in a vertical position. 3. Place top at finished grade, which is 0.12 meter above centerline profile. ~ '"T. Grade stakes will be furnished to establish elevations. E. All trenches shall be backfiiled and compacted in accordance to Section 02320. 3.02 FIELD QUALITY CONTROL A. Do not backfill trench until the service has been inspected and approved by the Engineer. B. All v/ater services will be pressure tested in conjunction \vith the water main, confOlming to Section 02510. 34-98-186 (Q 1999 BonestToo, Rosene, Andcrlik & Associates, Inc. 02515-3 WATER SERVICES 3.03 MEASUREMENT AND PAY1v1ENT A. Water Service Line: Measurement by linear meter of each size and type of pipe measured along the axis of the pipe with 110 regard to intervening fittings. B. Corporation Cock: By physical count of each type installed. C. Curb Stop and Box: By physical count of each type installed. D. Material, placement, compaction, and removal of excess trench material to be included in the bid unit price for water service line. E1\'D OF SECTION 34-98-186 ~ 1999 Bonestroo, Rosene, Ander]ik & Associates, Inc. 02515-4 WATER SERVICES SECTION 02630 STORl\1 DRAINAGE PART 1 GENERAL 1.01 SECTION INCLUDES A. StOTIll sewer pIpe, manholes, catch basins, appurtenances. L....l..f. llL.lngs, and miscellaneous 1.02 RELATED SECTIONS A. Section 02280 -- Adjustment of Miscellaneous Structures. B. Section 02315 - Excavation and Fill. C. Section 02320 - Trench Excavation and Backfill. D. Section 02720 - AggTegate Base. D. Section 02770 - Concrete Curb and Gutter. 1.03 REFERENCES A. American Society of Testing and Materials (ASTM): 1. A48 - Specification for Gray Iron Castings. 2. C33 - Concrete Aggregate. 3. C76 - Specification for Reinforced Concrete Culvert, Drain and Sewer Pipe. 4. C139 - Specification for Concrete Masonry Units for Construction of Catch Basins and Manholes. 5. C 150 - Specification for Portland Cement. 6. C206 - Specification for Finishing Hydrated Lime. 7. C270 - Mortar for Unit I'v1asonry. 8. C361 - Specification for Reinforced Concrete Low Head Pressure Pipe. 34-98-186 ~ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02630-1 STORM DR.A..INAGE 9. C-443 - Specification for Joints for Circular Concrete Sewer and Pipe, Using Rubber Gaskets. 10. C478 - Specification for Precast Reinforced Concrete Manhole Sections. 11. D698 - Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort. 12. D1248 .- Specification for Polyethylene Plastic Molding and Extrusion Materials. 13. D2321 - Standard Practice for Underground Installation of Flexible Themlop1astic Sewer Pipe. 14. D3034 - Specifications for Type PSM Poly (Vinyl ChlOlide) (pve) Sewer Pipe and Fittings. 15. D3212 - Specification for Joints for Drain and Sewer Plastic Pipe Using Flexible Elastomelic Seals. 16. F477 - Specifications for Elastomeric Seals (Gaskets) for Joining Plastic Pipe. B. American Association of State Highway Transportation Officials "Standard Specifications for Highway Bridges", 1992 Edition (AASHTO). 1.04 SEQlJENCING A1\TD SCHEDlJLING A. Do not pursue work causing shut off of utility service (gas, \vater, electric, telephone, TV, etc.) to consumers until the utility OIvner is contacted and all consumers are notified of the shut-off schedule. B. Required inspections and tests must be successfully completed before commencement of aggregate base construction - Section 02720, and curb construction Section 02770. 1.05 SUBMITTALS A. Shop drawings on manholes, catch basins, and piping. B. Submit certification repOlt for precast structures fabrication and installation. 34-98-186 r:Q 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02630-2 STORM DRAINAGE P A..~T 2 ~ PRODUCTS 2.01 MATERIALS A. Concrete Materials: 1. Use Standard Portland Cement Type 1, clean washed sand and crushed rock and gravel free from deleterious materials for monolithic concrete 1113.lli1.oles and all manhole bases. 2. Portland Cement: Comply with the requirements of ASTM C150. 3. Design Mix: Subject to the approval of the Engineer. Use proper \vater- cement ratio to obtain (27,579 kPa) in 28 days. B. :Mortar Materials: 1. Cement: Use Type 1 Standard POliland Cement conforn1ing to ASTM C150. 2. Lime: Use n0l111al finishing hydrated lime meeting the requirements of ASTM C206. 3. Mix Proportions: a. Use one part cement to tbree paris of suitable plaster sand for mortar used for plastering the extelior walls of block manholes and catch basins, adjusting rings and lift holes. Use lime or mortar mix in the amount necessary to make a suitable mixture for plastering purposes, but not to exceed 15% by volume. b. Use one part Portland cement to two parts of sand to which lime or mortar mix may be added but not to exceed 15% by volume for mOliar used for laying concrete block. C. Reinforcing Steel: Comply with the requirements of ASTM A615, Grade 60. 2.02 NV\l'TUFACTURED UNITS A. Manhole and Catch Basin Frames and Covers: 1. Requiren1ent: ASTM A48. 2. Material: Class 35 cast iron. Best gn;cle. Free from injurious defects and flaws. 3. Finish: Sandblast. 34-98-186 @ 1999 Bonestroo, Rosene. Anderlik & Associates, Inc. 02630-3 STORIvl DR:\INAGE 4. Machine cover and frame contact surface for non-rocking protection. 5. Type and Style: As shown on drawing, Covers without grate openings shall be stamped "STORM SEWER". 6. Covers with two concealed pick holes of approved design. B. Man_holes and Catch Basins: 1. Requirements: ASTM C478, details on the drawings, 2. Diameter and special requirements 3l:e shown on the drawings. 3. Structures shall be of precast concrete \vhenever possible. Segmental block may be used for the lower portion of structures over large pipe. 4. Malli~ole joints shall be rubber O-ling gasket type meeting ASTM C443. 5. Segmental Block Manholes: Blocks COnf0l111 to ASTM C139. 6. Structure bases may be pre-cast or poured in place. C. Manhole Steps: 1. Manhole steps may be constructed of any of the following materials: a. Cast Iron Manhole Steps: ASTM C478, minimum tensile strength 241,3171::Pa. Neenah Foundry Step No. R1981J, Badger F-15, or equal. b. Polypropylene Coated Manhole Steps: M.A. Indust1ies SP-I-PF, or equa1. Design similar to cast iron specifications. c. Aluminum Manhole Steps: Apex Ternalloy No.5 aluminum alloy or equal. Design similar to the cast iron steps specified may be used. D. Reinforced Concrete (RCP) Pipe and Aprons: 1. General Requirement ASTM C76. 2. Class of Pipe shown on Drawing. 3. Pipe Joints: Bell and Spigot ASTM C361, Bureau of Reclamation Type R 34-98-] 86 :1;, 1999 BonestToo, Rosene, Anderlik & Associates, Inc. 02630-4 STOIUvl DR.A.INAGE 4. Aprons: Sections shall be of a standard design with pipe manufacturer and manufactured or the same materials as specified for the pipe, which the apron section is to be joined. Trash guards shall be as shown in the plans. PART 3 - EXECUTION 3.01 PREPAR.ATION A. See Section 02320 for trench excavation and backfill. B. Pelmanently support, remove, relocate or reconstruct existing utility pipes, cables, structures or other appurtenances when they obstruct the line, grade or location of the pipe or appurtenance. Do the work in cooperation with the owner of the utility. Utility owner will determine which method is to be used. The Engineer may order a deviation in the drawing line, grade or location if, in his opinion, there is an acceptable aiternative location for the work. 3.02 n~STA.LLATION A. Cormect to Existing Drainage Strucnu'e: 1. Connect to existing drainage structure at location shown on the drawings. 2. Core the hole in the structure, trimrning the pipe flush with the structure, to seal it within the wall. 3. Reconstruct structure's bench/invert. 4. Minor repairs to the structure. B. Installing Pipe: 1. Lay and maintain pipe appurtenances to the alignment, grade and location shown on the plan and/or staked in the field. No deviation from the drawing and/or stak:ed aligJ.ID1ent, grade or location is ailowed l.mless approved by the Engineer. Deviation from grade in excess of 0.05 percent may be cause for removal and relaying pipe at the contractor's expense. 2. General Pipe Installation Procedures: a. Wipe joints clean; apply the manufacturer's recommended lubricant compound over the entire joint surface; Center spigot in bell and push spigot home; Take care to prevent dirt from entering the joint space; bring pipe to proper line and grade 3-nd secure pipe in place by properly bedding. 3. Lay pipe upgJ.'ade with spigot ends pointing in the direction of flow. 34-98-186 '9 1999 BonestToo, Rosene, Anderlik & Associates, Inc. 02630-5 STOR,'v! DRAINAGE 4. All joints must be watertight. Repair any leaks discovered. 5. Joints cOill1ecting dissimilar pipe matelials or where materials or \vhere cut-ins make it impossible to construct a bell and spigot joint shall be made with a reinforced concrete collar completely slllTolU1ding the joint or by using ill1 approved adapter. 6. ~4.ny pipe which has been disturbed after being laid must be taken up, the joint cleaned and properly re-laid as directed by the Engineer. 7. Where a se\ver line outlets to grade or where the line is tenninated \'lith a apron section: a. Fasten at least the last three (3) joints together. b. Use two "U" bolt fasteners per joint approved and as recommended by the pipe manufacturers. 8. Temporary connect to new pipe to existing pipe where required for phasing. C. Instailing Structures and Appm1enances: 1. Excavate to depth and size as shO\vn in the detail on the plans. 2. Poured in place bases must be acceptably cured before manhole sections are placed on the hardened slab. 3. Inverts shaped to the half section of equivalent size pipe conforming the inlet and outlet pipe so as to allow for a free, unintelTupted flo\v with all surfaces sloping to the flow line. 4. Preformed inverts illId \vateI1ight pipe connections for all lines 375 mm in diameter of smaller. 5. Preforn1ed inve11s not allowed where pipe grades are 2 percent or greater unless design grade is built through the manhole. 6. All concrete pipes entering manholes must be cut with a power saw similar to the type used for ductile iron pipe. 7. Steps: a. Locate on the downstream side except for pipe 900 nm1 in diameter or greater. Then place where most appropriate to provide the most suitable access. 34-98-186 iQ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02630-6 STOR.l\1 DR.A.INAGE b. Secure and neatly mOliar in place 375 nm1 011 center spacing. 8. Position vertical wan of the eccentric cone on the downstream side. 9. Use one 300 mm immediately below the slab. 10. Lift holes neatly mortared up. 11. The exterior of all block manholes shall be plastered with one-half inch of Portland cement mortar. 12. Install adjustment rings and adjust casting: See Section 02280. D. Construct MwJlOle over Existing Pipe: 1. Construct marJ10le over existing pipe at locations shovvn on the drawings. 2. Saw cut existing pipe to fit flush with inside wall of new structure. 3. Seal any openings in manhole. 3.05 FIELD QUALITY CONTROL A. Scope: 1. All pipe line testing is considered incidental to the bid cost of the pipe. 2. Engineer to observe and verify all tests and a visually inspect the final work for compliance. B. Cleaning: 1. Consists of cleaning the pipe and structures. 2. The bailing or flushing method of cleaning pipe IS acceptable only if adequate provisions, acceptable to the Engineer, for keeping dirt and deblis out of the existing sewer system are employed. Jetting may be required. 3. Complete prior to final inspection for acceptance. C. Required Tests and Inspections: 1. Infiltration: a. To detelmine the amount of ground water infiltration into the sewers. 34-98-186 @ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02630-7 STOfu\1 DRAINAGE b. Test waived if no visible infiltration IS observed during the lamping inspection. c. Measurement made by means of 90 degree V-notch weirs placed in the lines as directed by the Engineer. d. Measurements taken at the points where, in the Engineer's opinion, the flow of \vater in the sewer is greater than the maximum allowable leakage. e. Maximum allo\vable rate of leakage: Not more than 0.0926 liters per meter per centimeter diameter per day. f. Tests may be taken bet\veen individual manholes and the infiltration in any given line must not exceed the specified maximum allowable rate. g. Method of Measurement: Measurement of time for a predeternlined volume of flow to occur. 2. Lamping: a. Velify installation is to true line and grade. b. Verify installed pipe is structurally sound. c. Velify there are no broken or deflective pipe. d. Velify that joints are all home. e. Verify Sh"llctures conform to specified requirements. 3.06 PROTECTION A. Plug all entrances and openings to the system promptly and before suspension of operations at the end ohvorking day. B. Secure manholes and structures immediately after completion or before suspension of operations at the end of \vorking day \vith castings or suitable alternative device. C. Mark structure susceptible to being hit by constmction or vehicular traffic. 34-98-186 iQ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02630-8 STORJvf DRAINAGE 3.07 Iv1EASUREMENT Al'-<'D PAYMENT A. Bid items have been provided for storm se\ver pipe. Measurement will be based upon units of meters for each size and class, incidental of depth. Pipe will be measured from center of stmcture to center or structure or center of stmcture to beginning of pipe apron. B. Bid items have been provided for construct drainage structure. Measurement \vil1 be based upon units of each for furnishing and installing structures completed to the shape, size, and depth in the drmvings, including casting/cover and frames/grates. C. A bid item has been provided ror pipe apron. Measurement will be based upon units of each completed as to shape, size, and depth according to the drawings, including the trash guard where required. D. A bid item has been provided for connect to eXIsnng drainage structure. Measurement will be based upon units of each connection. E. No additional compensation is to be made for construction of drainage stmcture, catch basins or manholes over inplace pipe. All costs associated with constructing structures in tIllS manner, including, but not limited to, breaking the existing pipe, shall be incidental to the drainage structure. END OF SECTION 34-98-186 ((:; 1999 Bonestroo, Rosene. Anderlik & Associates, Inc. 02630-9 STORe\-! DR.A.1NAGE SECTION 02635 SUBSURFACE DRAINAGE PART 1 - GENtRi\L 1.01 SECTION INCLUDES A. Drain tile (corregated perforated pipe drain). 1.02 RELATED SECTIONS A. Section 02630 - Storm Drainage. B. Section 02320 - Trench Excavation and Backfill. 1.03 REFERENCES A. American Society of Testing and Materials (ASTM): 1. D 1 056 - Flexible Cellular Materials - Sponge or Expanded Rubber. 2. Dl248 - Polyethylene Plastics Molding and Extrusion Materials. 4. F758 - Smooth-v Vall Poly (Vinyl Chloride) (PVC) Plastic Underdrain systems for Highway, Airport and Similar Drainage. B. P"mellcan Association of State Highway and Transportation Officials (A.....A.SHTO): 1. M252 - COlTugated Polyethylene Drainage Tubing (75 nun - 250 111m). c. :Mirmesota Department of Transportation "Standard Specification for Construction", 1995 Edition (:NlnDOT): 1. Sec. 3149 - Granular Matelial. 2. Sec. 3733 - Geotextiles. PART 2 -PRODUCTS 2.01 POL YETHYLEl\TE PIPE A General Requirernents: High-density polyethylene corrugated exterior/smooth interior pipe, meeting p,ASHTO M252. B. Material: Meet ASTM D1248 Type III, Category 4, Grade P33, Class C. 34-98-1 S6 (9 1999 BonestToo, Rosene, Anderlik & Associates, Inc. 02635-1 SLiBSURFACE DR..'\INAGE C. Coupling bands shall cover at least one full comlgation on each section of pipe. Pipe fittings shall confolm to AASHTO M252 D. Perforated wall. E. Geotextile Wrap of Fabric: Non-vvoven, spun-bonded polypropylene, or spun- bonded nylon. 2.02 PIPE DRAIN AGGREGATE A. Course Filter Aggregate meeting MnDOT Sec. 3149.2H. 2.03 GEOTEXTILE A. Geotextile wrap and fabric shall meet MnDOT Sec. 3733, Type 1. PI>RT 3 EXECUTION 3.01 GENERi\L A. The location and alignment of the subsurface drains and outlets are shown in a general maimer on the Plans. Exact location and aligmnent to be detemlined by the Engineer III the field to ensure that the drain properly intercepts observed or anticipated flowing groundwater. 3.01 PIPE DRAIN INSTAlLATION A. Core drill all cOilllections into structures. B. Pipe Bedding: Pipe Drain Aggregate. C. Compaction: See Section 02320. D. All service lines and locations to be staked by the Engineer prior to installation. E. Place geotextile fabric on top and on sides of pipe drain aggregated where aggregate is in contact with granular material and aggregate base of street. 3.02 FIELD QUA.LITY CONTROL A. Do not backfill trench until the pipe drain has been inspected and approved by the Engineer. 34-98-186 '.9 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02635-2 SUBSURFACE DR.A.INAGE 3.03 METHOD OF MEASlJREMENT AND PAYlvIENT A. A bid item has been provided for corrugated perforated pipe drain. Measurement will be by lineal meter of each size and tY1.Je along the axis of the pipe with no regard to intervening fittings. PaY111ent shall include pipe, geotextile wrap and fabric, aggregate, drilling core hole and fittings. END OF SECTION 34-98-186 :D ! 999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02635-3 SUBSURFACE DRi\INAGE SECTION 02720 AGGREGi',.TE BASE COURSE PART 1 GENnRAL 1.01 SECTION n~CLlTDES A. Requirements for cmshed aggregate base course on a prepared sub grade. 1.02 RELATED SECTIONS A Section 02318 - Sub grade Preparation B. Section 02740 - Plant-Mixed Bituminous Pavements 1.03 REFERENCES A Minnesota Department of Transportation Standard Specifications for Construction, 1995 Edition (MnDOT Spec.): 1. MnDOT Spec. 2211 - Aggregate Base. 2. MnDOT Spec 3138 - Aggregate for Surface and Base Courses. 1.04 SUBMITTi\L A Submit gradation report on sample of aggregate base to be used. 1.04 SEQUENCING A1'ID SCHEDULING A Construct aggregate base only after all of the follo.wing have been completed: 1. Subgrade has been cOlTected for instability problems and successfLllly passed a test-rolling test, perfornled by the Contractor and witnessed by the Engineer. 2. Sub grade has been checked for conformance to line and grade tolerances (string line) . p AtrzT 2 - PRODUCTS 2.01 MATERlALS A. Aggregate Base (Street and \Valks): lVInDOT Spec. 3138, Class 5 aggregate, 100% crushed; Class 3 aggregate. 34-98-186 '1:':' 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02720-1 AGG~:GATEBASECOURSE B. Aggregate Base (Unit Pavers): MnDOT Spec. 3138, Class 5 aggregate, 100% crushed limestone. PA.~T 3 - EXECUTION 3.01 PREPARATION A Prepare the sub grade in accordance \vith Section 02318 Sub grade Preparation. B. Subgrade to be completed and approved by the Engineer prior to installation of aggregate base. 3.02 CONSTRUCTION REQUIREMENTS A. Confonl1 to MnDOT 2211.3: 1. Compact by mechanical means to 100% of Standard Proctor density. 2. Install aggregate base in accordance \vith details on plan. 3. Deliver \V-eight tickets to Engineer daily. 3.03 FIELD QUALITY CONTROL A The Contractor shall have an independent laboratory sample the aggregate base materials, determine the moisture/density relationships, and gradation and perforn1 field moisture/density tests at locations determined by Engineer. B. Line and Grade Tolerance: the final aggregate base surface will be checked for confonnance to specified tolerances by the "stringline" method prior to approval to pave the surface. Grade shall be :i:: 15.24 mm of grade. 3.04 PROTECTION A Protect aggregate base until it is covered by surface pavement. B. Keep aggregate base free ofmts lliid inegularities Lmtil covered by surface paving. C. Place water on aggregate base for dust control as required to eliminate nuisance conditions for adjacent properties. 3.05 MEASUREMENT A1'\fD PAYMENT A. A bid item has been provided for aggregate base for streets. Measurement will be by the metric ton of material compacted in place as detern1ined from weight tickets delivered to the Engineer. 34-98-186 @ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02720-2 AGGREGATE BASE COURSE 1. If the aggregate base course material is being wasted or placed excessively thick, the Owner reserves the right to deduct quantities that are in excess of plan thickness. Said qUfultities shall be based on material weighing 60 kilograms per square meter per 25 millimeter. B. All Class 5 under bituminous walk, decorative concrete walk, apron, edger and pavers shall be incidental to the bid items. END OF SECTION 34-98-186 ~: 1999 Bonestroo, Rosene, Ander1ik & Associates, Inc. 02720-3 AGGREGATE BASE COURSE SECTION 02740 PLANT MIXED BITUMINOUS PAVEMENTS PART 1 - GE:N"ERAL 1.01 SECTION INCLlJDES A. Plant-mixed, bituminous-aggregate hot mixtures for base, binder, wear course, and bituminous walk pavements. B. Bitmninous Tack Coat. 1.02 RELATED SECTIONS A. Section 02280 - Adjustment of Miscellaneous Stmctures. B. Section 02720 - Aggregate Base Course. /' v. Section 02760 - Rigid Pavements. D. Section 02770 - Concrete Curb and Gutter. 1.03 REFERENCES A. Minnesota Depariment of Transportation, "Standard Specifications for Highway Constmction," 1995 Edition (MnDOT Spec.): 1. MnDOT Spec. 2331 Plant-II/fixed Bituminous Pavement. ') MnDOT Spec. 2340 Plant Mixed Bituminous Pavement Quality Assurance (Q/A) Projects. " .J. MnDOT Spec. 2357 Bituminous Tack Coat. 4. MnDOT Spec. 3139 Graded Aggregate for Bituminous Mixtures. 1.04 SUBMITTALS A. COllfonn to MnDOT Spec. 2331.3E2. - submittal of the Job Mix FOl1nula (JlV1F) 1.05 SEQUENCING AND SCHEDuLING A. Aggregate base and concrete curb and gutter to be completed and approved by the Engineer prior to placement of bituminous surfaces. 34-98-186 (G' ] 999 BonestToo, Rosene, Anderlik & Associates, Inc. 02740-1 PLANT MJ){ED BITUlv!]NOUS PAVEMENTS B. The Contractor shall provide a 48-hour notice for scheduling and noticing of the residents prior to placement of the final wear course. C. Adjust structures prior to placement ofbitumil1ous wear course. PART 2 - PRODUCTS 2.01 Iv1ATERlALS .A~. Hot Mixed Bituminous: 1. Aggregate: Conform to MnDOT 3139. a. Conform to the requirements of 3139 and the gradations for each type of mix as indicated on Table 3139-1, or more specifically the following: Mix Type 32 Mix Type 31 Mix Type 41 Mix Type 41 Mix Type 41 Mix Type 47 Base Course Base Course Binder Course Leveling and Wear Course Walk, Parking Lot 'vVear Course Wear Course Mix Designation 32 BBB 50000 31 BBB 50000 41 BIB 50055 41 WEB 50555 41 VlEA 50000 47 \rVEB 50070 2. Bituminous Material: Confol1n to MnDOT 3151. a. Conform to MnDOT "Standard Specifications for Performance Graded Asphalt". b. The Perfonnance Grade Asphalt Cement: PG 58-28. B. Bituminous Tack Coat: 1. Bituminous Material Conform to Mp.DOT 3151. a. Emulsified Asphalt, Catiopjc, CSS-l or CSS-2. P A..TZT 3 EXECUTION 3.01 GE~TERAL A. All bituminous mixtures must be fumished by a Contractor Certified Plant for Bituminous Mixtures, Adhering to MnDOT's certification procedure. B. The contractor to review the proposed paving sequence with the Engineer prior to placement of the wear courses. 34-98-186 (Q 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02740-2 PLANT MIXED BITUMINOUS PAVEMENTS C. The proposed sequence shall address the; Longitudinal seams, Compaction, Traffic control, Hauling routes, Placement of pavement markings, Adequate sIgmng. D. Preparation of Bituminous Base: 1. Final clean up of the bituminous base surface with the use of a po'wer pickup broom and front end loader 2. Final adjustment of structures in accordance with Section 02280 3.02 RESTRlCTIONS A. COnfOlTIl to MnDOT Section 233l.3B except as modified herein: 1. All street surfaces checked and approved by the Engineer prior to paving. 2. Existing bituminous surfaces must be dry prior to placement of any bituminous pavements. 3. Wearing course not placed when the air temperature, in the shade ar1d away from artificial heat, is 50 degrees or less, unless otherwise approved by the Engineer. 4. During the placement of the wear course mixtures the Contractor must provide a minimum of six personnel as follows: a. One paver operator. b. Two persons to operate the adjustment screws on the back of the paver. c. One bituminous finisher (raker). d. One rubber tire roller operator. e. One steel drum roller operator. Compaction operations may require additional roller operators to obtain the required densities. 3.03 EQUIPlVIENT A. Bituminous Pavers shall be self-contained, pO\ver propelled units with automatic screed control confoill1ing to MnDOT 2331.3C2A, for paving including pathways. 34-98- i 86 v 1999 BonestToo, Rosene, Anderlik & Associates, Inc. 02740-3 PLANT rvnxED BITIJMINOUS PAVEMENTS 3.04 TREATMENT OF SURFACE A. Bituminous Tack coat shall confonn to MnDOT Spec. 2357 or as modified herein: B. Restrictions: 1. The tack coat shall not be applied when the road surface is wet or \\Then the weather conditions are unsuitable. 2. The area for tack coat applied shall be limited as directed by the engineer. 3. The contractor shall have sole responsibility of claims of tack coat on personal property due lack of notification or signage of the area being tack coated. C. Equipment: 1. Shall confonn to MJ1DOT Spec. 2321.3C1. D. Road Surface Preparation: 1. Shall conronn to MnDOT Spec. 2357.3C. E. Application: 1. At a unifornl rate confonning to MnDOT Spec. 2357.3D, but not greater than 0.14 liter per square meter. 2. Along the front edge of the concrete curb and gutter. 3.05 MIX PROPORTIONS A. Requirements will confonn to MnDOT Spec. 2340.3E or as modified below. B. Contractor Trial Mix Design: Bituminous mix designed using the Contractors trial mix desigl1 Specifications 2331.3E2b. C. Recycled Mixture Requirements: Requirements under JVllillOT Section 2331.3E2e shall apply, except as modified; recycled bituminous Mixture Type 42 and Type 48 can not be substituted for Type 41 and Type 47. 3.06 PLA.__NT OPERATIONS A. Conform to MnDOT Spec. 2331.3F. 34-98-186 ((;;! 1999 BonestToo, Rosene, Anderlik & Associates, Inc. 02740-4 PLANT MIXED BITUMINOUS PAVEMENTS 3.07 SPREADING OPERA.TIONS A. Confol1n to MnDOT Spec. 2331.3G. 3.08 COI'vIPACTION OPERATIONS A. Compaction requirements confornl to MnDOT Specification 2340.3H2 as IVIodified Specified Density Method and as modified below: B. Vibrating steel drum roller and a pneumatic tired roller employed in conjunction with each other during compaction of all wear courses. 3.09 THICIG'-fESS REQUIREMENTS A. Con:torm to MnDOT Spec. 2331.3J or as modified. 1. After construction, the thickness of each course must be \vithin 6 millimeters of the thickness shown on the plans. 2. For any course constructed, the materials used in excess of the specified thickness plus 6 nlil1imeters will be excluded from the pay quantities. 3.10 CONSTRUCTION JOINTS A. Conform to MnDOT Spec. 2331.3K or as modified. 3.11 MEASURFMENT MTD PAYMENT A. l\:lethod of measurement and payment shall confoml to lVln.DOT Spec. 2340.4 and 2340.5 or modified. 1. Class 5 under bituminous walk shall be included in the price for bituminous mixture for bihm1inous walk. The bid item for bituminous walk will be measured by the square meter. B. Bitmninous Tack Coat: 1. Measured by volume in liters at 16 degrees C. 2. Payment for bituminous materials used for tack coat includes compensation in full for all costs incidental to the furnishing and application at the bid unit price per liter. 3. Cleaning of all debris and dirt from the previous bituminous surfaces prior to placement of tack coat is included in the unit price bid for tack coat. 34-98-186 ':9 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02740-5 PLANT MIXED BITliIvllNOUS PAVEMENTS 4. Payment for tacking exposed edges of existing bituminous surfaces and concrete curb and gutter in conjunction weith base course placement is considered incidental to the placement of the base course. C. Bituminous Mixtures: 1. Payment and Measured by the weight in metric tons of matelial placed and accepted for each specified item. 2. The bid unit price includes both the bituminous course mixture and the bituminous material for mixture. 3. Costs for Contractor testing will be incidental to the bituminous mixture pay item. END OF SECTION 34-98-186 :1:) 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02740-6 PLANT :ivllXED BITUMINOUS PAVEMENTS SECTION 02750 RlGID PAVEMENTS P~'<.T 1 - GENERAL 1.01 SECTION INCLlJDES A. Construction of and repaIrs to Portland cement concrete pavement pnor to bituminous overlay. 1.02 RELATED SECTIONS A. Section 01550 - Traffic Control. B. Section 02280 - Adjustment of Miscellaneous Structures. C. Section 02318 - Subgrade Preparation. D. Section 02720 Aggregate Base Course. E. Section 02770 -- Concrete Curb and Gutter. 1.03 REFERENCES A. MinIlesota Department of Transportation, "Standard Specifications for Highway Construction," 1995 Edition (MnDOT Spec.): 1. Spec. 2301 Concrete Pavement. 2. Spec. 2461 StTuctural Concrete. 3. Spec. 3126 Fine Aggregate for Portland Cement Concrete. 4. Spec. 3137 Coarse Aggregate for Portland Cement Concrete. 5. Spec. 3301 Reinforcement Bars. 6. Spec. 3702 Prefom1ed Joint Fillers. 7. Spec. 3754 Membrane Curing Compound. 34-98-186 (Q 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02750-1 RlOiD P A VB'1ENTS 1.04 SUBMITTALS A. Two copies of the certified mix design. B. The mix proportions determined by an independent ceriified testing laboratory secure by the Contractor. C. Test reports and certification by an approved testing laboratory that the following meet all of the requirements. 1. Fine Aggregate for Portland Cement Concrete. 2. Coarse Aggregate for POliland Cement Concrete. D. If ready-mix concrete is used, fumish numbered delivery ticket showing the date, time, place of delivery, number of cubic meters, the weight of cement, fine aggregate and coarse aggregates, and amount of mixing water in each load. At the end of each paving day, submit a summary showing the average component amounts that day. 1.05 SEQlJENCfr.TG AND SCHEDULil'-TG A. Aggregate base to be completed and approved by the Engineer prior to placement of concrete surfaces. B. The Contractor shall provide a 48-hour notice for scheduling and noticing of the residents\businesses prior to placement of the final wear course. PART 2 - PRODUCTS 2.01 MATERIALS A. Concrete Mix Designation: Confolm to IvInDOT Spec. 2461. Concrete Mix 3A42 H.E. B. Reinforcement Bars: MnDOT Spec. 3301. C. Dowel Bars: MnDOT Spec. 3302. D. Concrete Joint Sealers: MnDOT Spec. 3720 Hot-Poured, Low Modulus Type. E. Bonding Grout: Equal paris, by weight, Poriland Cement and sand, mixed with sufficient water to f01m a sluny with the consistency of thick cream. 34-98-186 c&:i 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02750-2 RlGlD PAVEMENTS PART 3 -EXECUTION 3.01 GENERAL A. The provisions of Helmepin County Special Specifications incorporated herein shall apply. 3.02 SUBGRADE PREPARATION A. Aggregate Base and Sub grade Preparation construction shall confonll to Section 02720, Section 02318 and MnDOT Spec. 2301.3B. 3.03 CONCRETE PLACEMENT A. Hennepin County, Concrete Repair Plate A - See Detail. B. Hen..'1epin County, Concrete Repair Plate A-I. 1. Concrete base shall be placed a minimum of 200 mIll thick, unless otherwise directed by the Engineer. 2. Concrete base shall be poured to the elevation of the existiilg concrete base. 3. Place No.8 reinforcement tie bars 20 degrees from nonnal as per Plate A. Place with an approved non-shrink grout. 4. If transverse dowel bars are removed in contraction or expansion joints, the County will direct replacement. 5. Clean exposed face of concrete by air blasting. Apply bonding grout illlillediately prior to concrete placement. 3.04 JOrNT CONSTRUCTION A. All construction joints must be replaced. B. Fonn or saw joints to a minimum of 19.05 mm deep. Restore to the same configuration as inplace joints. C. Seal all joints \vith concrete joint sealer, Ml1DOT Spec. 3720, as directed by the Engineer. 34-98-186 @ 1999 Bonestroo. Rosene, Anderlik & Associates, Inc. 02750-3 RlGID PAVEMENTS 3.05 SURFACE FINISHING A. The final finish must be burlap-dragged or broomed so that it will match the surface of the adjoining slab. B. Cure with an approved membrane-curing compound. 3.06 CONCRETE CURING .A-1\TD PROTECTION A. Curing with an approved membralle-cm1ng compound. B. Patch must be protected from traffic a minimmn of 72 hours. 3.07 FIELD QUALITY CONTROL A. Shall COnfOl1l1 to MnDOT Spec. 2301.3P or as modified. 3.08 MEASlJREMENT A1ID P A YI'vIENT ^ L>.. A bid item has been provided for Crack Repair (A-4S). Measurement will be by meters. B. A bid item has been provided for Joint Repair (Type A-I - 22 mm). Measurement will be by meters. C. A bid item has been provided for Full depth repair (Type D). Measurement will be by square meters. D. A bid item has been provided for Spot Surface Repair (B-2A). Measurement will be by square meters. E1\TD OF SECTION 34-98-186 !rJ 1999 Bonestroo, Rosene, A.nderlik & Associates, inc. 02750-4 RIGID PAVEMENTS HENNEPiN COUNTY CONCRETE REPAIR PLATE .J==-lONGliLJQ INAL l~ I ~ I -L ~ CONCRETE PANEL I i ~ i a ~ i.. J V , i ! ":,;J-;.n : t..r~ ..... 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"'~ I ,,~~..~:...;;e.;.,.1I:..H\......... .ltI.,i.~'T'Ji\I.~ : 5 M!N.=.;~.<~..-:~~....~.l.~_:-:.. nI<d . 6n"",~ . . ~...................................l OOWEL ! ; I E: ~:~:~t+::::~::;:{j~1?:~:;;::; AS O~ P{ e:CTEO I COF~CN1:1 T -- J:;:;::;;::l~.d4%f::::::;:J ~rH E T - - ....:;;i:[I1~\H%~~j~IJmt COu N T Y . . . .. . - . . .. . - .. . . . .. .. .. ., · :::~::iilll)!il!i,i!lil:!1 JOINT -I Lo Tie; liARS CONC.R E....TE........P.....A/l f<.JEL.. . A~E REQ. Ulrt..E.O IN PATCHES "'~~~. . 14X" OR LESS :p....L.:.\l..:;::.:;:;:;:;:;!S.""""" I ~ . ............~.~ 3 '....... 1" " ". ;. t~{;~:~:::~;~:;..".. U 19.! i .. .....................,.....1. ".., .I~'i .r' .............. ~st~~:~:r . i ~ "'',! " i I 3' J MiN. I .; IS X i51~ t)OWEL fJ a 2'" ON C ., '~ PL.~ce:o r~OWEb aAR ASSEMl!1,,;f TER J €!~ Ii;~q~f"\uq:~\<n,j) 3!4'~~f-l ".. n '<:S' --'. -T' . _.~"1H:~' "" J;.I:" .. \:,~ ~ =:n ", ." . i"f" 'II ~J-~.:;';:r=:~ . ~e:.F'TltiN A~ .;;) ._ "'" .,... i _. ~ SECTi ON. B-B '5/6/86 SECTION 02770 CONCRFTE ClmB AND GUTTER PART 1 - GENERAL 1.01 SECTION INCLUDES A. Construction of cast-in-place concrete curbs, curb and gutter, and concrete edger. 1.02 RELATED SECTIONS A. Section 02720 - Aggregate Base. B. Section 02740 - Plant Mixed Bituminous Pavements. C. Section 02775 - 'Walks, Medians, and Drives. 1,03 REFERENCES A. A..rnelican Society of Testing Materials (ASTlvl): 1. C260 Air-Entraining Admixtures for Concrete. B. Mimlesota Depmiment of Transportation "Standard Specification for Construction", 1995 Ed. (MnDOT Spec.): 1. MnDOT Spec. 2461 - Stmctural Concrete. 2. IvL.'1DOT Spec. 2531 - Concrete Curbing. 3, MnDOT Spec. 3301 - Reinforcement Bars. 1.04 StJBMITTALS A. Submit one - 7 day and two - 28 day concrete cylinder test results for all concrete pours in any given day. B. Submit concrete design mix fOlTimlas. 1,05 SEQUENCING AND SCHEDULING A. Install concrete curb and gutter \vithin one \veek after aggregate base has been completed and approved and in accordance to project phasing timelines. B. Concrete curb and gutter construction precedes installation ofpavemellt. 34-98- j 86 \h' 1998 Bonestroo, Rosene, Anderlik &. Associates, Inc. 02770-1 CONCRETE CURB AND GUTTER PART 2 - PRODUCTS 2.01 IvlA TERIALS A. Concrete to Conform to MnDOT Spec. 2461 Concrete. B. Portland Cement: 1. Type 3 air-entraining concrete produced by using Type 1A air-entraining Portland Cement C. Air-Entraining Admixtures: 1. COllfom1ing to: ASTM C-260 "Air-Entraining Admixture for Concrete" 2. Not to be added to the concrete mixtures in the field without approval B:om Engineer. D. IvIix Designation and Classification for Concrete Curb and Gutter: 1. Manual Placement Mix No. 3A32C. 2. Slip F0l111 Placement Mix No. 3A22C. E. Pre-Formed Joint Filler: Conform to MnDCjT 3702. F. CUling Compound: Conform to MnDOT 3754. G. Defonned Tie Bars: COnfOl1l1 to MnDOT 3301, No.5 x 450 mm. H. Reinforcement: Conform to IVInDOT 3301, No.4. PART 3 - EXECUTION 3.01 GENERAL A. The concrete curb and gutter and concrete edger shall be constructed at the locations, elevations, and thic1messes indicated 011 the drawings, including reinforcement. B. The style or type of curb and gutter and concrete edger shall confol111 to shape and size as shown on the drawings. C. Construct intersection curb radii and transitions sections to conform to the detail on the drawings. 34-98-186 ':9 1998 BonestrQo, Rosene, Anderlik & Associates, Inc, 02770-2 CONCRETE CURB AND GUTTER D. Constmct 3.05 111 transition sections at inlet structures to conform to the detail on the drawings. E. Concrete curb ramp depressions shall be constructed to confonn to the detail on the drawings. F. Constmct cmb transitions for dliveways per the detail on the drawings. G. The completed concrete work shall give the appearance of uniformity in surface contom and texture, and shall be accurately constmcted to line and grade. The required joints, edges, and flow lines shall shov'lneat workmanship, H. Retempeling of the concrete, which has partially hardened, with or \vithout additional matelials or \vater, is prohibited. 3.02 FOTJNDATION PREPARATIONS A. Support on a compacted aggregate base extending 1 foot behind the back of curb conforming to Section 02720 -- Aggregate Base and MnDOT Spec. 2211,3Cl (100% Maximum Density). 3.03 FORlYIS A. Conform to MnDOT Spec. 2531.3B. 3.04 JOINT CONSTRUCTION A. Confonll to MnDOT Spec. 2531.3C except as modified herein: 1. Maximum spacing of expansion joints for slip formed shall be 60.96 meters. 3.05 METAL RETI\TFORCEMENT A. Confol1n to MnDOT Spec. 2531.3D except as modified herein: 1. Install two (2) #4 steel reinforcing rods in lower portion of the curb section, with a minimum 5.08 cm coverage on all sides a. Placement shall extend 3.048 m on each side of a catch basin. b. Placement shall extend 3.048 m direction of the center of the service line trench. 34-98-186 !rJ 1998 Bonesrroo, Rosene, Anderlik & Associates, Inc. 02770-3 CONCRETE CURB AND GUTTER 3.06 DEFORIvIED TIE BARS A. \\!here new curb and gutter is placed adjacent to concrete pavement, fumish and install No.5 x 450 1ll1l1long bars spaced 750 llliTI center to center at the midpoint of the pavement with not less than one-half of the bar shall be grouted in the concrete pavement. 3.07 PLACING MTI FINISHING A. Confonn to MnDOT Spec. 2531.3E and 2531.3F except as modified herein. 1. The top surface of the curb and gutter shall have a brush finish at right angles to the curb line. 3.08 CONCRETE CUR.ThTG AND PROTECTION A. COnf0l111 to MnDGT Spec, 2531.3G and 2531.3G2 (Membrane Curing Method) except as modified herein. 1. All surfaces shall be coated with membrane curing compound within 30 minutes after finishing. 2. The membrane curing compound must contain a fugitive dye. ,., J. A second heavy coat of membrane 8 hours after the first coat. compound shall be applied 4 to 4. Cold \'leather cUling, when temperatures fall below 4 degrees celcius dming placement or within the following 24 hours, shall confonn to 2531.3G I blanket curing method, or method approved by the engineer. 5. The freshly finished surface shall be protected, surfaces pitted by rain \vill be considered unacceptable. 6. Removal and replacement any curb section damaged by traffic, rain, cold weather, or other causes occurring Plior to the 72 hour curing period or fma1 acceptance shall the responsibility of the contractor. 3.09 BACKFILLING A. ConfOlm to IvInDOT Spec.2531.3J except as modified herein. 1. The initial curb backfill and boulevard grading shall follow the 72-hour curing period, with completion within 6 days of Oliginal placement. 2. The curb backfilling shall be completed \'lith the adjacent boulevard matelial. 34-98-186 ~! 1998 Bonestroo, Rosene, Andcr1ik & Associates, Inc. 02770-4 CONCRETE CURB AND GUTTER 3. The tolerance for the backfill and grading shall be within 90 111m m relationship to the top of curb elevation. 3.10 WORKMANSHIP AND FINISH A. Confonn to IVlnDOT Spec. 2351.3K except as modified herein. 1. Any deviation in the design curvature, concrete edges and surfaces designed to straight lines or grades in excess of 9.52 mm of an inch, measured with a 3.048 m straight edge, will be considered unacceptable. 3.11 MEASURElvIENT Al'ID PAYMENT A. A bid item has been provided for concrete curb and gutter design Measurement of curb and gutter shall be measured along the face of the curb at the gutter line, by length in meters, including reinforcement at catch basins. B. A bid item has been provided for concrete curb and gutter design _ (mod.). Measurement of curb and gutter shall be along the race of the curb at the gutter line, by length in meters, and shall include defonued tie bars, additional thickness of concrete, gTouting and drilling, reinforcement at catch basins, and all other activities associated with placement. C. A bid item has been provided for special concrete cmb design - reinforced concrete edger. Measurement of the edger shall be along the center of the longitudinal axis, including reinforcement. Unless a variance from the basic design results in increased cross sectional area, short section of modified design will be included for payment with the basic design. D. ['.To separate measurement or payment for modifications at curb ramps, transition sections or B618 curb installed at catch basins and radii. END OF SECTIOl'T 34-98-186 \t; 1998 Bonestroo, Rosene, .A.ndeTlik & l\ssocintes, Inc. 02770-5 CONCRETE CURB AND GUTTER SECTION 02775 CONCRETE WALKS. MEDIANS. DRIVEWAYS A'N'D CROSSWALKS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Construction of cast-in-place concrete medians, drivev,rays, crosswalks, valley gutters, maintenance strip and decorative \valkways. 1.02 RELATED SECTIONS A. Section 02720 - Aggregate Base, B. Section 02750 - Rigid Pavements. C. Section 02770 - Concrete Curb and Gutter. D. Section 02740 - Plant Mixed Bitu,minous Pavements. E. Section 02780 - Unit Pavers. 1.03 REFERENCES A. Minnesota Department of Transportation "Standard Specification tor Construction", 1995 Ed. (MnDOT Spec,): 1. Spec. 2211 - Aggregate Base. 2. Spec. 2461 - Structural Concrete. 3. Spec. 2521 - 'Walks. 4. Spec. 3303 - Steel Pablic. ). Spec. 7754 - Membrane Curing Compound. B. American Society of Testing and Materials (ASTM): 1. A185 Steel Vvelded Wire Fabric, Plain, for Concrete Reinforcement. 1.04 SUBMITT1\LS A. Submit one - 7 day and two - 28 day concrete test results for all concrete pours in any given day. 34-98- I 86 !rJ 1999 Bonestroo, Rosene, Anderlik (.~ Associates, Inc. 02775-1 CONCRETE "VALKS, MEDIANS, DRlVEWA YS AND CROSSWALKS B. Submit concrete design mix fonnulas for concrete. C. A sidewalk test panel with minimum dimensions of 2 meter square. 1. May be constructed separately or as part of the sidewalk to remarn rn place. a. The Landscape Architect shall have two working days to review and approve or reject the test panel. b. Test panel must be approved pnor to any further walk construction. 2. Test panel will illustrate the quality of joint tooling and surface texture. 1.03 SEQUENCING Al"'<'O SCHEDULING A. Construction of pedestrian curb ramps shall be completed following the placement of the walk, B. Construction of the concrete driveway apron shall begin foilo\ving the 24-hour cure time, with completion within five days of curb placement. C. The placement of the concrete medians and maintenance strip shall begin following the 72-hour cure time for the coner;;':e curb and/or walks. D. The construction of the concrete valley gutter shall follow the placement of the bituminous base course and prior to the placement of the bituminous wear course. PART 2 - PRODUCTS 2.01 MATERIALS A, Concrete Conform to MnDOT Spec 2461. 1. Portland Cement: Type 3 air-entraining concrete produced by using Type IA air-entraining POliland Cement 2. Air-Entraining Admixtures: COnfOl1l1ing to ASTM C-260 "Air-Entraining Admixture for Concrete". Not to be added to the concrete mixtures in the field without approval from Engineer. 3. Mix Designatiol1 and Classification for: a. I\1anual Placement Mix No, 3Y32C. b. Slip Form Placement Mix No. 3Y22C. 34-98-186 !rJ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02775-2 CONCRETE WALKS, MEDIANS, DlUVEW A YS AND CROSSWALKS c. Exposed aggregate Mix No. 3Y36A. B. Curing Compound: Confoml to IvlnDOT 3754. C. Colored Concrete: 1. Color concrete in crosswalks (diamonds) as shown on the Drawings. 2. Chronimix Admixture - Scofield Mixture = C-34 Dark Gray. D. ViTire Mesh: Steel vv-ire spot \,velded at intersections. PART 3 - EXECUTION 3.01 GENERAL A. The concrete walkway, median, driveways, crosswalks and valley gutters shall be constructed at the locations and elevations indicated on the dravvings. B. Concrete curb ramp shall be constructed to confom1 to the drawings. C. The completed concrete work shall give the appearance of uniformity in surface contour and texture, and shall be accurately constructed to line and gTade. The required joints, edges, and flow lines shall neat workmanship, D. Retempering of the concrete, which has partially hardened, with or without additional materials or water, is prohibited. 3.02 FOlJNDATION PREPARATIONS A. Placement of the class 5 aggregate base encompassing the concrete work shall COnf0l111ing to Section 02720. Compaction of subgrade base shall conform to MnDOT Spec. 2211.3Cl. B. The foundation shall be approved by the Engineer prior to placement of concrete material. 3.03 FORMS A. Conform to Mni')OT Spec. 2521.3B. 3,04 JOINT CONSTRUCTION A. Conform to J\tlnDOT Spec. 2521.3C2 except as modified herein: 1. Maximum spacing of expansion joints for walkways shall be 18 meters. 34-98-186 <<;i I999 Bonestroo, Rosene, Ander1ik & Associates, Inc. 02775-3 CONCRETE WALKS, MEDIANS, DRIVEWAYS AND CROSSWALKS B, Joining Tools: Nan-ow Bit - Prochoice Bronze Groover Goldblatt Model #06-305 0.9525 cm wide x 1.905 cm deep, 0,3175 cm radius OR EQUAL. 3.05 METAL RETh.TFORCEMENT A. COnfOl1TI to MnDOT Spec. 2531.3D except as modified herein: 1. Lnstall three (3) #4 steel reinforcing rods in lower portion of the valley gutter section, with a minimum 50 millimeters coverage on all sides. 3.06 PLACING &"JD FINISHING A. Confonn to MnDOT Spec. 2521.3C1 and 2531.3F for slip [01111, except as modified herein: 1. Any deviation in the design curvature, and concrete edges designed to straight lines or grades in excess of 9,525 mm, measured \vith a 3-meter straight edge, will be considered unacceptable. 2. The surface varying more than 6.35 rnm from a 3-meter straight edge, will be considered unacceptable. B. Exposed aggregate finish shall confonn to MnDOT Spec, 2521.31 a. 1. The entire concrete surface for the pedestrian curb ramps as shown 011 the detail drawings. C. Broom Finish: 1. Broom finish, by drawing a medium-hair broom, or stiff bristled broom where indicated on plan across concrete surface, perpendicular to the line of traffic. Repeat operation if required to provide a medium line or stiff line texture acceptable to the Landscape Architect. vVhere repairing and matching existing or in place work match texture unless otherwise directed by Landscape P.rchitect. 2. The broom finish shall be unifoml thl'Oughout the panel, and shall terminate exactly at the joints sun-ounding each panel. On inclined slab surfaces, provide a coarse, non-slip finish by scoring surface with a stiff- bristled broom, perpendicular to line of traffic. 34-98-I86 !rJ 1999 Bonestroo, Rosene, AnderIik & Associates, Inc. 02775-4 CONCRETE WALKS, MEDIANS, DRlVEWA YS AND CROSSWALKS D. Joints: 1. The joints shall be straight vvith crisp tight radii as specified. 3.07 CONCRETE CURING AND PROTECTION A. COnf01111 to MnDOT Spec. 2521.3C3 and 2521.3C3b (I\tfembrane Curing Method) except as modified herein: 1. All surfaces shall be coated with membrane curing compound within 30 minutes after finishing. 2. The membrane curing compound must contain a fugitive dye. 3. A second heavy coal of membrane cming compound shall be applied 4 to 8 hours after the first coat. 4. Cold vveather cming, when temperatures fall below 4 degrees Celcius dming placement or within the follo.wing 24 hours, shall confol111 to 2521.3C3a blanlcet curing method, or method approved by the Engineer. 5. The fi'eshly ,finished surface shall be protected, surfaces pitted by rain will be considered unacceptable. 6. Removal and replacement any COl1crece section damaged by traffic, rain, cold weather, or other causes occurring prior to the 72 hour curing period or final acceptance shall the responsibility of the Contractor. 3.08 BACKFILLING A. ConfoDn to MnDOT Spec.2521.3E. 3.09 MEASlTREMENT ANTI PAYMENT A. A bid item has been provided for Concrete Valley Gutter. l'v1easurement \vill be by square meter top surface area. B. A bid item has been provided for decorative concrete crosswalks special. I\'1easurementwill be by square meter top surface area. Payment shall include colored concrete diamond pattern. r '-. A bid item has been provided Measurement \vill be by square aggregate base and steel wire mesh. for concrete drive\:vay pavement. meter top surface area, including 34-98-i86 (~ 1999 Bonestroo, Rosene, i\nderlik & Associates, Inc. 02775-5 CONCRETE \VALKS, !l1EDIANS, DRIVEWA YS AND CROSSWALKS D. A bid item has been provided for decorative concrete walks special. Measurement will be by square meter top surface area. Payment shall include the precast concrete unit pavers, including 100% crushed limestone Class 5 aggregate base. E. A bid item has been provided for concrete walks. Measurement will be by square meter top surface area and 100 mm sand base. F. A bid item has been provided for concrete maintenance strip. Measurement will be by square meter top smface area. END OF SECTION 34-98-186 (-9 1999 Bonestroo, Rosene, Anderlik & Associates, lnc, 02775-6 CONCRETE WALKS, MEDIANS, DRlVEWA YS AND CROSSWALKS SECTION 02780 UNIT PAVERS PART 1- GENERAL 1.01 SECTION INCLUDES A. Install the aggregate base, sand setting bed, and all precast concrete pavers for sidewalks as indicated on the drawings or specified herein. 1,02 RELATED SECTIONS A. Section 02318 - Sub grade Preparation. B. Section 02720 - Aggregate Base. C. Section 02775 - Concrete Walks, Medians, Dliveways and Crossvvalks. 1.03 REFERENCES A. American Society of Testing and Materials (AST~v1): 1, C936 - Solid Concrete Interlocking Paving Units, 2. C666 - Freeze/Thaw Testing. 3. C150 Portland Cement. 4. C595 - Blended Hydraulic Cements. 5. C331 - Concrete Aggregates. 6. C331 - Lightweight aggregates for Concrete Masonry Units. 1.04 SlJBMITTALS A. The Contractor shall constmct a three-meter square test panel of pavers, which illustrates the patterns of colors to be used on the Project. The test panel must be approved by the Landscape Architect prior to installation ofthe pavers in the \valk areas. B. Sample of sand bedding to be provided to Engineer for approval prior to use. C. A 1998 or 1999 test report on the pavers for every 50,000 paver blocks delivered to the project. 34-98-l86 (9 1999 Bonestroo, Rosene, Anderlik & Associates, lnc, 02780-1 UNIT PAVERS PART 2 -PRODUCTS 2.01 MATERIALS A. Precast Concrete Pavers: 1. Color and shape to be as selected by Owner/Landscape P."rchitect from manufacturer's standard products. Color: gray, black and brown/red blend. Shape: 1 OOmm x 200mm x 60nml, 150mm x 150111m x 60mm, 200mm x 200mm x 60mm, 300mm x 300mm x 60mm, Borgert Holland Series or equal. Pavers shall not vary more than 8.89mm frorn the dimensions specified. 2. Manufactmers: Borgert Concrete Products or equal P.O. Box 39 S1. Joseph, MN 56374 ph. (612) 251-1133 Interlock Paving Co. or equal 228 S. Main P,O. Box 87 LeSueur, MN 56058 ph. (612) 447-6655 .A..nchor Block Co. or equal 8201 Brooklyn Blvd, BrooldYll Park, JvIN 55445 ph. (612) 425-9779 3. Cementitious Materials - Materials shall conform to the following applicable ASTM Specifications: a. Portland Cements - Specification C ISO, for Portland Cement. b. Blended Cements - Specification C595, for Blended Hydraulic Cements. 4. Aggregates shall confoml to .the following ASTM Specifications, except that grading requirements shall not necessarily apply: a, Normal Weight - Specification C331, for Concrete Aggregates. b, Lightweight - Specification C331, for Lighnveight Aggregates for Concrete Masonry Units. 34-98-! 86 '.1::: 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02780-2 UNIT PAVERS 5. Other Constituents - Coloring pigments, integral water repellents, finely ground silica, etc, shall be previously established as suitable for use in concrete and either shall conform to ASTM Standards where applicable, or shall be shown by test or experience not to be detrimental to the durability of the concrete. An 2.4m x 2.4m sample color blend panel shall be erected on site and approved by Landscape Architect prior to installation of concrete paver walks. 6. Physical Requirements: a, Compressive Strength - At the time of delivery to the work site, the average compressive strength shall not be less than 55MPa with no individual unit less than 51.7 Tvlpa. b. Absorption - The maximum absorption shall not be greater than 5% when tested in accordance with ASTM C140-75. c. Durability - The manufacturer shall satisfy the purchaser by a laboratory freeze-thavIT test that the paving lL'lits have adequate durability if they are to be subjected to a fTeeze-thaw environment. d. Freeze- Thaw Test - When tested in accordance with Section 8 of ASTM C936 and ASTM C-666, Specimens shall have no breakage and not greater than 1 % loss in dry weight of any individual lmit when subjected to 50 cycles freezing and thaw'ing. This test shall be conducted not more than 12 mouths prior to delivery of units. e. Edging - Pave edge or equal. B. Sand Leveling Bed: \Vashed coarse concrete sand. C. Aggregate Base: Conform to Section 02720. D. Thin Set MOliar: Adhere precast concrete pavers to concrete vialk with: , LATICRETE 4237 Latex Thin Set Mortar Additive with 2. LATICRETE 211 Crete Filler Powder, thinset gauged vvith 3. LATICRETE 3701 Grout and I'vlortar Admixure (3mm lTIlmmUl11 continuous thickness). 4. Grout with LATICRETE Sanded (500 Series) and LATICRFTE 3701 Grout and Mortar Admixure. 34-98-186 (~:> 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02780-3 LiNlT PAVERS 5. Follow manufacturer's recommended product specifications. 1-800-243-4788 ext. 235. PART 3 - EXECUTION 3.01 GENERAL A. Supplier of pavers to provide personnel to supervise installation crews. B. Installation to be perfonned by crews with previous experience on projects of a similar scale. Expelienced cre'l! shall be defined as a crew who has previously installed a minimum of 2325 square meters of pavers at anyone paliicular installation. a. Installers must submit a list of similar projects with the bid. C. Coordination: Paver contractor to verify with the electrical, irrigation, and other utility contractors that all necessary sleeves have been installed prior to laying of aggregate base. 3.02 FOlJ1\TDATION PREP ARA.TIONS A. Compaction of sub grade base shall confolm to Section 02318. B. The foundation shall be approved by the prior to placement 3.03 AGGREGATE BASE A. The Class 5 aggregate base shall be placed to the compacted thickness as shown on the drawings, and confOlIDing to Section 02720. The surface of the compacted base shall be finished by hand screeding or other approved means, and compacted with a flat plate vibratory compactor. B. \\Then finished, the surface shall not deviate fi'om the desired grade by more than 12.7nml when tested with a 3-meter straight edge. All sign sleeves al1d other underground utilities to be in place before the paving is installed. C. The gravel base shall be inspected and approved by the Engineer pnor to placement of the sand leveling bed. 3.04 SAND LEVELING BED A. A 25.4 mm - sand lift to be installed by Contractor. 1. Prepare sand bed by level-screening sand to proper height. Side guides (screeds) to be set at 50.8 mlll below finished surface level and at proper pitch. 34-98-186 ,~ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc, 02780-4 liNlT PAVERS 2. Sand lift to be a mufol1n thickness at all points. Sand must be smooth and without low spots. 3. Do not \valk in screeded sand. 4. Do not compact sand. 5. Fine granular leveling course, matelial of sharp, nonnal weight sand to CSA A23.1 - 1973 screening. 3.05 PAVERPLACEMENT A. It is important that paver blocks be laid out to pattems detailed. B. Begin laying pavers from a convenient edge, stepping first from an adjacent area and then from the laid pavers - not on the sand bed. Pavers are to be set hand tight with joints not exceeding 3.175 mm. Snap chalk lines on sand bed to maintain proper line. Place whole pavers over entire area and then go back to make necessary paver cuts to finish area. C. Cut pavers with a mechanical sheer machine or masonry saw to fit accurately, neatly and \vithout damaged edges. At out comers cut or notch pavers to fit adjoining surfaces. Cut and install pavers as required at all pelimeter areas. Layout pavers in all areas so as to eliminate slivers at edges. Patterns shall be square or aligned with the edging as indicated in the drawings. D. Machine tamp to height of adjoining surfaces with rubber roller or plate type vibrator with force of 1130 to 1590 kilograms until uniformly level, true to grade and free of movement. The individual pavers are brought to their final level by two or tlU'ee passes of the vibrating plate compactor. this action compacts the bedding course and forces sand up between the joints completing the interlocking effect of the system. Wl1en finished the surface of the pavers shall be 3.175111111 above all concrete edges and not deviate from the desired grade by more than 6,35mm when tested with a 3.048 m straight edge. Dips and bird baths are not acceptable. Maintain positive d1:ainage to curb, E. A:fter vibration to proper levels and pitches has taken place, sweep a thin layer of clean mason sand, using the same material as described for the leveling course, into all joints, until joints are filled to \vithin 12.7111111 of surface. 3.06 TEST REPORTS A. Supplier of paver blocks to provide certified laboratory test reports indicating compliance with 55,160 kPa spec. requirer<-lents and batch identification. .A...n absorption test of not more than 5% and a freeze-thaw test of 50 cycles shall also be certified. 34-98-186 !rJ 1999 Bonestroo, Rosene, Ander1ik & Associates, Inc. 02780-5 I.JNIT PAVERS B. Reports to be filed with Landscape Architect and Engineer. C. Report to be filed for every 5,000 paver blocks delivered to the job site. D. The cost of all testing shall be borne by the supplier. 3.07 CLEA1'JING A. Remove rubbish, debris, dirt, equipment and excess material from the site. B. Clean adjoining surfaces that were soiled by and during course of this work. 3.08 GUARAi\HEE A. Finished area shall be free from bumps or depressions, evenly graded to levels shown, and shall be guaranteed against defects of materials or workmanship for a period of two years after substantial completion. B. All pavers to be guaranteed for 10 years under nonnal use. 3.09 MEASUREMENT ANTI PAYl\1ENT A. A bid item has been provided for Precast Concrete Pavers. Measurement will be by square meter. Payment shall include sand leveling bed and aggregate base, placement of units, compaction, sand filled joints, and all material, labor and equipment to provide a complete finished installation. B. No bid item has been provided for the precast concrete pavers in the decorative concrete \valks, Measurement/payment for precast concrete pavers in decorative concrete walk shall be included under Section 02775 - "decorative concrete walks." END OF SECTION 34-98-186 (9 1999 Bonestroo, Rosene, Anderlik & Associates, Inc, 02780-6 UNIT P AVERS SECTION 02810 IR..lUGATION SYSTEM PART I - GENER.A.L 1.01 SECTION INCLlJDES A. Requirements for the design and installation of the underground inigation system including incidental restoration, operation and maintenance manuals and instruction to O'.vner. B. Control system in islands. 1.02 RELATED SECTIONS A. Section 02315 - Excavation and Fill. B. Section 02320 Trench Excavation and Backfill. C. Section 02515 - Water Services. 1.03 SEQUENCING Ai"JD SCHEDULING A. Notify the City vVater Department a 11l.ininlum of 48 hours prior to performing vfOrk. At this time the Contractor is responsible to notify the City Fire Department of the intended shutdown. B. Successfully completes required test and inspections before restoration of surface. 1.04 CONTRACTOR'S RESPONSIBILITY A. Irrigation System Contractor shall be responsible for the following: 1. Detailed design of an irrigation system for the site plan shown on Plans. Design shall include pipe sizing, head selection, locations of heads, zoning, and control systems. Zones shall be established exclusively for each type of sprinkler head (i.e. Rotary, pop-up-bubbler). Design details shall be submitted to the Engineer and OViner for review and approval prior to purchasing any materials. 2. Labor and materials necessary to construct the inigatioll system, 3. Startup of system and shutdown of the system after the first season of operation. 34-98-186 I&) 1999 BonestToo, Rosene, Ander1ik & Associates, Inc, 02810-1 IRRIGATION SYSTEM 4. Provide owner's employees with operational training and operation and maintenance manuals for all components. 5, Collaborate with the City, staff, general contractor and property O\vners to determine water sources and sleeve locations. 6. Coordination with site\vork contractors. 7. Prepare as-builts with specific locations of all valves, controls, heads and lines. 1.05 SlJBMITTALS A. Submit manufactu.rer's technical data for heads, valves, controller and any other mechanicaVelectrical components of the irrigation system. B. Product Wananty. 1.06 CLEANING/RESTORATION A. The Contractor shall at ail times keep the premises on which the work is being done, and the adjoining premises, clean of rubbish caused by his work. B. Upon completion of the job, the Contractor shall clean up all debris cause by his work and leave the job in a neat and clean condition. The Contractor will remove all deblis and any excess materials from the site. Contractor shall provide all necessary seeding restoration of turf disturbed as a part of the construction P/\RT 2 - PRODUCTS 2.01 MATERIALS A. Pipe: 1 1. All pipe 501l1..m diameter or larger and all pipe under constant pressure shall be virgin, lojgh impact, pol)'vinyl chloride (P.V,C.) pipe having a minimum 1,103 kPa working pressure rating. The PVC pipe shall conform to ASTM Standards D2241 and D2672 or the latest revisions thereof. All PVC pipe shall be continuously and permanently marked with the manufacturer name, material, size and schedule. 2. PVC pipe fittings shall be constructed of Schedule 40 PVC a.nd it shall be joined to the pipe by solvent welding. " J. Pipe sleeves used under hard surfacing shall be Schedule 40 PVc. 34-98-186 !rJ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02810-2 1RRlGA TION SYSTEM 4. All pipe 3.81 cm diameter or smaller and an pipe used for lateral lines not under constant pressure shall be flexible, non-toxic, 100% virgin polyethylene pipe r.naterial meeting NSF Standard for use in Pressure Potable Water Applications. All sizes shall have a minimum 690 kPa working pressure rating. The polyethylene pipe shall conform to ASTM Standard D2239 and D1248 or the latest revisions thereof. All polyethylene pipe shall be continuously and pemlanently marked with the Manufacturer Name, Material, Size and Schedule. 5. Polyethylene pipe fittings shall be plastic Type PVC or nylon inseli fittings and/or brass saddle tees. All joints shall be clamped v.,rith all stainless steel clamps. All 3.18 cm and larger joints shall be double clamped. B. Automatic COIltroller: 1. Provide and install a programmable electronic controller capable of controlling a minimum of eight zones. C. Remote Control Valves: 1. Manufacturer: Toro, or approved equal. 2. The remote control valves shall have a globe or angle configmation controlled by a 24 volt solenoid. It shall be an elecu1c nOl1l1ally closed model with manual control operation at the valve. D. Sprinkler Heads: 1. Manufacturer: Toro, or approved equal 2. Manufactmer standard l.mit designed to provide unifonn coverage over entire area to be inigated. " .) , Pop-Up Spray Zones: Toro 570-Z. Series fixed pattem with screw type flow adjustment, stainless steel retraction head shall have a minimum 4" pop-up height. The head shall either be full circle, adjustable part circle type or special pattem, 4. Bubbler Zones: Toro 570-Z Series fixed pattem with scre'vv-type flo\v adjustment and serviceable filter screen. 5. Rotary Spray Zones: Toro 1550 "'lith adjustable flow, arc, and radius feature. 34-98-186 (9 1999 Boncstroo, Rosene, Anderlik & Associates, 1nc, 02810-3 1RRlGA TION SYSTEM E. Backflow Preventer: 1. A backflow preventer shall be provided and installed in the Police Garage between the inigation system service and existing 50mm domestic \-vater line. F. Valve Boxes: 1. All remote control valves shall be placed in valve boxes for location purposes and easy access. The valve boxes shall be plastic with latcrJi..'1g covers. The valve boxes shall be Ametek Economy, 250mm round, 300nm1 retangular, or jumbo size, or approved equal. The valve boxes shall be of a size that provides adequate space for repairs. G. Communication Circuitry: 1. Electrical control lines to automatic control valves shall be U.L. approved direct burial wire. Minimum size - #12 gauge. PART 3 - EXECUTION 3.01 WORKlVlAl"TSHIP A. The Contractor shall be responsible for full and complete coverage of all irrigated areas and shall make any necessary minor adjustments at no additional cost to the Owner. B. All equipment and materials shall be installed 111 accordance with the manufacturer's recommendations. 3.02 EXCA V ATll-JG, TRENCHING, !\1'ID BACKFILLING A. Perf 01111 all excavations as required for the installation of the work included under this section, including shoring of earth banks to prevent cave-ins. Restore all surfaces, existing underground installations, etc" damaged or cut as a result of the excavations to their original condition and i.n a mamler approved by the Engineer. B. Trenches shall be made 'ivide enough to allow a minimum of 150mm between parallel pipe lines. Trenches for pipe lines shall be made of sufficient depths to provide the minimum cover from finish grade as follows: 450m111 minimum cover over mainlines. 450Il1~m minimum cover over control \vires from controller to valves 300mm minimllill cover over lateral lines to heads. 34-98-186 !rJ 1999 Bonestroo, Rosene, Anderlik & Associates, lnc, 02810-4 IRRlGA nON SYSTEM C. All backfill material shall be free from rock, large stone, and other unsuitable material to prevent damage to the pipe. Backfilling of trenches shall be done when pipe is cool to avoid excessive contraction. All backfill material shall be compacted to 90% density in 150mm layers as it is brought up to grade to insure no settling. Dress off all areas to fi:rjsh grades, Contractor shall be responsible for regrading, reseeding, andJor resodding areas where settlement occurs. D. Use trencbless construction methods at all crossings of asphalt paving. 3.03 INSTALLATION OF PIPING A. All pipe shall be installed in accordance with manufacturer's recommendations. B. Tie spr:1l1,kler main piping into the copper water pipe provided by the water main contractor. Inigation Contractor shall coordinate location of pipe with the ',.vater main contractor. B. Plastic pipe and fittings shall be solvent welded using solvents and methods as recommended by the pipe manufacturer. Pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before applying solvent. C. Pipe may be assembled and welded on the surface. Snake pipe from side to side of trench bottom to allow for expansion and contraction. D. Cap or plug all openings as soon as lines have been installed to prevent the entrance ofmate11als that would obstruct the pipe. Leave in place until removal is necessary for completion of installation. All piping shall be securely capped at the end of each day's work. E. Ail piping shall be flushed of construction debris at the last head of each zone. F, Contractor shall be responsible for all piping, conduit, and wiring related to the automatic controller, backflow prevention device, pressure switch, and any other control devices. G. All piping passing under pavements shall be encased in PVC sleevillg extending at least 600mm beyond the edges ofthe pavement. 3.04 INSTALLATION OF W1RE A. Control wire shall be installed with the main line in the same trench wherever Dossible. Install control wires at least 450nlli1 below finish grade and lay to the > ~ side and below main line. Provide looped slack at valves and snake wire in trench to allow for contraction of vIi res. 34-98-186 !l:;) i 999 Bonestroo, Rosene, Anderlik & Associates, lnc, 02810-5 1RRIGA TION SYSTEM B. Control wire splices will be allowed only in runs of more than 152Am. All lmderground splices shall be waterproofed with the wire COlUlectors and Direct Burial Splice Kit (DBY) as manufactured by 3M Company. C. All wire passing under pavements shall be encased in PVC sleeving extending at least 600mm beyond the edges of the pavement. 3.05 INSTALLATION OF VALVES A:t\TD VALVE BOXES A. All control valves and quick coupler valves shall be installed in valve boxes. B. Place valves no closer than 300mlTI to walk edges, buildings, and \valls. C. All valve boxes shall be lockable with the station number etched on the cover. All valve boxes shall be stabilized to the con-ect level. 3.06 HYDROSTATIC TESTING A. Request the presence of the O\vner and the Engineer in writing at least 48 hours in advance oftesting. B. Testing shall be accomplished at the expense of the contractor and in the presence of the O\vner and the Engineer. C. Center load piping with a small amount of backfill to prevent arching or slipping under pressure. D. Apply a continuous and static water pressure of 414 kPa when welded plastic joints have cured at least 24 hours and with the risers capped. Test main lines and submains for 12 hours. Test lateral lines for 2 hours. E. Contractor shall repair all leaks resulting from the tests at no additional cost to the Owner. 3.07 \-VATER SUPPLY A. See Plans. 3.08 SEASONAL DRAINAGE A. Winter drainage shall be accomplished by removing the water in the system with compressed air. A compressed air hose connection with valve shall be provided in the water supply line after the backflow preventer. 34-98-186 (Q 1999 BoncstToo, Rosene, Anderlik & Associates, Inc. 02810-6 IRRJGATION SYSTEM 3.09 CLEk'\T-LTP/RESTORATION A. Remove :from the site all debris resulting fi.-om the work of this section. Seed all turfed areas disturbed by the construction. 3.10 MEASUREMENT iLi'-J1) PAYMENT A. }',- bid item has been provided for irrigation system and will be measured by the square meter. END OF SECTION 34-98-186 !rJ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02810-7 IRRlGA TION SYSTEM SECTION 02830 RETAJNlNG WALLS PART 1 GEl'-inRAL 1.01 SECTION INCLUDES A. Furnishing and installing modular concrete block retaining walls. 1.02 REFERENCES A. American Society of Testing and Materials (ASTM): 1. C140 - Sampling and Testing Concrete Masomy Units. 2. C1372 - Standard Specifications for Segmental Retaining Wall Units. 3. C1262 - Standard Test Method For Evaluating The Freeze-Thaw Durability Of Manufactured Concrete Masonry Units And Related Concrete Units. B. Milmesota Department of Transportation "Standard Specification for Constmction", 1995 Ed. (MnDOT Spec.): 1 ~ . Spec, 2411 - Minor Concrete Structures. 2. Spec, 3149 - Granular Material. 1.03 QUALITY ASSURANCE A. Each manufacturing facility shall provide the Engineer i,vith a copy of their quality control plan and procedures, including testing rates and material sources. Each mallufactuJ.-ing facility shall also supply test reports and documentation to verify compliance with this specification. 1.04 SUBMITTALS A. Shop drawings and design calculations certified by a registered professional engineer in the State of Minnesota. B. Block manufacturer's suggested installation procedure showing materals and construction methods. C. Color samples of block. 34-98-186 !rJ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02830-1 RETAINING WALLS 1.05 SAlYIPLING MID TESTING A. Testing masonry Ullits shall conform to ASTM C 140, except that: 1. Section 6.2.4 shall be deleted and replaced with: "The specimens shall be coupons cut from a face shell of each unit and sawn to remove any face shell projections. The coupon size shall have a height to thickness ratio of 2 to 1 before capping and a length to thiclcness ratio of 4 to 1. The coupon shall be cut from the unit such that the coupon height dimension is in the same direction as the unit height dimension. Compressive testing of full size units will not be permitted. The compressive strength of the coupon shall be assmned to represent the net area compressive strength of the whole unit". 2. Two of the eight blocks sampled per 1 0,000 units must be cap units. PART 2 - PRODUCTS 2.01 lV..ASONRY MATERIALS A. Masonry Units shall be Dry Cast: 1. COnf0l111 to ASTM C1372, except that: a. The minimmll compressive strength requirements shall be 38 Mpa (5500 psi) for any individual unit, and 40 Mpa (5800 psi) for the average of three units. b. The maximum 24 hour water absorption shall not exceed 5 percent. c. Cap blocks must meet the requirements of (a) and (b) and have a top surface sloped at 1 mm fall per 10 11ml run front to back or crowned at the center. 2. Freeze- Thaw Testing: a. Freeze-drmv durability testing will be required in accordance with ASTM C 1262. Specimens shall be tested in a 3% saline solution. Specimens shall confonn with either of the following: 1) the weight loss of each of five test specimens at the conclusion of 40 cycles shall not exceed 1 % of its initial weight, or 34-98-186 !rJ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02830-2 RETAINING WALLS 2) the weight loss or rour out of five test specimens at the conclusion of 50 cycles shall not exceed 1.5% of its initial weight. b. Testing shall be continued until one of the following occurs: 1) the weight loss of each of five test specimens exceeds 2% of its initial weight, or '"') L the weight loss of one of the five test specimens exceeds 2.5% of its initial weight, or 3) the specimens have been tested for at least 100 cycles. c. Complete test reports, including the cycle number at which failure occuned shall be submitted to the State Matelials Engineer and Engineer. 3. Attain concave and convex alignment curves. 4. Interlocked by positive, mechanical means, which provides a minimum set back of Yz inch per course. 5. Color shall be dark buff as manufactured by Keystone (Sheily Masonry Products), or approved equal. 2.02 FOOTING A. Aggregate bedding meeting the requirements ofMnDOT Spec. 3149.2G. 2.03 SURFACE SEft,LER A. Surface sealer shall meet the requirements on file in the lYLT1JDOT Concrete Unit (651) 779-5572. 2.04 GEOGRID REIl'ltORCEMENT A. Geogrid shall be as recommended by the block manufacturer. Velify limits of v/ork and retaining wall configuration with the Engineer prior to starting work. 2.05 .ADHESIVE A. Adhesive for anchoring cap block to the course belm\' shall be as recommended by the block manufacturer. 34-98-186 ::e, 1999 Bonestroo, Rosene, Anderlik & Associates, Inc, 02830-3 RETAINING \VALLS PART 3 - EXECUTION 3.01 EXCAVATION A. Do not disturb embankment materials beyond the lines shown on the wall plans. 3.02 FOw\lDATION PREP ARATIONS A. Examine the foundation soils to assure that the actual foundation soil strength meets or exceeds assumed design strength for the retaining wall system. B. Over-excavated areas shall be filled with approved compacted backfill material. 3.03 BASE FOOTING A. Footing materials shall be installed upon undisturbed in situ soils. B. Compact base material to provide a level hard surface for the first course of units. Compact to a minimum of 100% of Standard Proctor density. 3.04 UNIT INSTALLATION A. BackfIll and compact as each course is completed. B. Place a minimum of 600 lilin of granular drainage fill material behind the block units. C. Top row of block shall be produced under the exact same method as the rest of the block in the wall and shall have a solid concrete top (no voids). 3.05 GEOGRID INSTALLATION A. Lay geogiid mats horizontally 011 compacted backfill. B. Hook glid over fIberglass pins, pull taut, and anchor before placing backfill. C. Place backfill material in 200 111m lifts and compact to 95% Standard Proctor density. D. Place course filter aggregate behind retaining wall for a distance of not less than 300 nml. E. Only hand-operated compaction equipment shall be allowed within 1.83 m of wall. F. Place, spread, and compact backfill h"1 such a manner as to minimize wrinkles or movement of geogrid reinforcing mats. 34-98-186 <bi 1999 Bonestroo, Rosene, Anderlik & Associates, Inc, 02830-4 RETAINING WALLS 3.06 DRAIN PIPE INSTALLATION A. Set drain pipe with a minimum of 150 mm of course aggregate below, on sides, and on top of pipe. B. Place drain pipe behind entire length of wall v'lith perforations down. c. vVrap drain pipe with filter fabric. D. Lay filter fabric a minimum 75 mm. Place lap on top of pipe fuld secure in place. 4 L. Pipe sections shall be joined with coupling bands or fittings. F. J unctions and turns shall be made with wyes, tees, and bends fablicated from the same matelial as the pipe. " v. Provide outlet screens at all exposed pipe ends. 3.07 SURFACE SKL\LER A. Segmental masonry retaining wall surface sealing shall consist of preparation, fumishing and applying the surface sealer to the top, exposed front face, and back side oftlle upper tb.ree courses of all walls. B. Due to the hazardous ingredients contained must be exercised in their handling recommendations shall be closely followed. sealer fOillmlations, extreme care and use, and the manufacturer's C. The Contractor shall comply with the mamlfacturer's written instmctions for preparing, handling and applying the surface sealer. D. The surface to be treated shall receive a light \vaterblast to the extent that the surface is cleful and free of oils. E. Before the surface sealer is applied, the surface to be sealed shall be dry and free of all dust, debris, and frost. F. Surface sealers shall be applied at the heaviest application rate specified by the manufacturer. 34-98.,186 !rJ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02830-5 RETAINING \\fALLS 3,08 MEASUREMENT A.NTI PAYMENT A, A bid item has been provided for modular masomy retaining wall, Measurement will be by the square meter of exposed surface area as projected on to a vertical plane, from the top of the upper-most tier (including coping or cap) to the bottom of the minimum embedment depth. The minimml1 embedment depth shall be measured from the proposed groundline shown in the plans, regardless of the final actual groundline constructed. Any portion of walls constructed below the minimum embedment elevation will not be measured for payment. Unit price for modular masomy retaining wall shall include all labor, excavation, base, masomy block, geotextiles, drain pipe, sealer, backfill, and miscellaneous appurtenances required for the construction of the wall. END OF SECTION 34-98-186 !rJ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc, 02830-6 RETAINING WALLS SECTION 02870 SITE FURi\JISHINGS PART 1 - GENbRAL 1.01 SECTION INCLlJDES A. Fumish and LT1stall benches and waste receptacles. The work covered by this section of the Specification consists of fumishing all labor, equipment, and matelials, and in perfoffi1ing all operations necessary to the construction and installation of the items included herein and s!1o\;vl1 011 the drawings. 1.02 RELATED SECTIONS A. Section 02411 - Foundations for Minor Concrete Stmctures. B. Section 02780 - Unit Pavers. PA.RT 2 -PRODUCTS 2.01 MATERlALS A. Benches: Manufacturer: Style: rvlodel#: Finish: Attachrnent: Size: Victor Stanley, Inc. Classic Series CR-40, 6 Ft. Length Glossy Black - Powdercoat Surface Mount (243/4" x 32" x 74-1/2) 628.65 lllil1 x 813 111m x 1892,3 mm B. \Vaste Receptacle: Manu:facturer: Panel: Finish: Model #: Style: Size: Landscape Fomls Square bar side panel Grotto powerdercoat SC5002-24-33 Scarborough Receptacle - Top Opening (25" x 33") 635 mln x 838 mm 34-98-186 !rJ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02870-1 SITE fUR1'l1SHINGS PART 3 - EXECUTION 3.01 PROTECTION A. Do not interfere with use of adj acent public and private properties. Maintain free passage to and from. B. Protect existing trees, shmbs, Im\t11s, sidewalks, drives, curbs, utilities, buildings, and other features or facilities, on the site and on adjacent public and private properties, from damage caused by the work of the section. 3.02 EQUIPMENT A. The Contractor shall maintain, on the job, appropriate equipment of the type needed to complete the work in accordance \vith these Specifications. 3.03 MEASUREl\1ENT At"'ID PAYMENT A. A bid item has been provided for 1.82 m bench. Measurement will be each for benches. B. A bid item has been provided for Waste Receptacles. Measurement \vi11 be each for waste receptacles, .C. Payment includes complete installation; including hardware attachments and concrete slab. El'ID OF SECTION 34-98-186 !rJ 1999 BoneslToo, Rosene, Anderlik & Associates, Inc. 02870-2 SITE FUR1"lISHlNGS SECTION 02890 TRAFFIC SIGNS AND SIGNALS PART I-GENERAL 1.01 SECTION INCUJDES A. This work consists of the fhmishing and installing of signs, sign posts and necessary hardware as shown on the drawings at the locations staked by the Engineer. 1.02 REFERENCES A. Minnesota Depmiment of Transportation "Standard Specification for Construction", 1995 Ed. (MnDOT Spec.) 1. Section 2564 - Traffic Signs and Devices. 2. Section 3352 - Signs and Markers. 3. Section 3401 - Flanged Channel Sign Posts. B. Minnesota Manual on Unifoml Traffic Control Devices (MlV1UTCD). PART 2 - PRODUCTS 2,01 MATERIALS A. Sign Matetial: 1. All sign panel base material shall be sheet aluminum confOlming to the material requirements of MnDOT Spec. 3352.2Alb. 2. Sign face material for sign panels shall be reflective sheeting conforming to the requirements of MuDGT Spec. 3352.2A2b "Standard No, 2" (High Intensity Grade Sheeting). 3. Sigl1 legend material for signs shall be "Direct Applied" conforming to the requirements ofi\1nDOT Spec. 3352.2A8b. B. Flanged Channel Sign Posts: I. All sign posts shall COnf0TI11 to JVlnDOT Spec. 3401 and be in hvo sections with following minimum weight: Bottom Section: 13.3 NEvVTON 34-98-186 !rJ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02890-1 TRAFFIC SIGNS AND SIGNALS Top Section: At Least 12.2 NEWTON and not greater than the weight of the bottom post Section. 2, The appropriate length of the upper post shall be determined by the Contractor, to meet the construction requirements of the above stated references and herein, at each specific location staked by the Engineer. The lower post shall be 1.8 meters to 2.1 meters in length. PART 3 - EXECUTION 3.01 GENERAL A. Unless other\vise noted or modified herein, all sections of MnDOT Spec. 2564, all three parts of 1v1.t1DOT's Sta..lldard Signs Manual, Chapter 6 of lvlMUTCD shall apply. B. The fablication of all signs and devices shall COnf0l111 to TvInDOT Spec. 2564 and the latest edition of the rvIJ\1UTCD and the :LvlnDOT Standard Signs Manual. C. The sign number designation indicated on the drawings shaH comply with applicable requirements ofMMUTCD and MnDOT Standard Signs Manual. 3.02 CONSTRUCTION A. Sign locations as shown on the drawings are only approximate. The final locations shall be detelmined in the field by the Engineer. The Contractor is responsible for having all underground utilities located prior to installing all sign posts (Gopher State One Call (612)454-8388), The Contractor shall also contact the Engineer 48 hours prior to requiring any sign installations to allow for adequate staking time. B. The sign panels shall be fabricated, hole punched and mounted in accordance with the standard drawings in the MnDOT Standard Signs Manual. The Contractor shaH date the back of each newly installed sign panel with the month and year using a thick permanent black marker pen or furnish and install inventoryiI,D. stickers approved by the City, C. Nylon washers shall be installed between the bolt and the sign face (sheeting). Do not over tighten boils to the point where the sign sheeting separates from the sign backing, which would be cause for rejection an replacement at no additional cost to the Contract. The nylon washers used to protect to sign face shall be ,75mm thick, have a maximum inside diameter of 9mm and outside diameter of 22:rnm. There shall also be a stainless steel washer between the nylon washer and the bolt head. 34-98-186 (9 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02890-2 TR.A.FFIC SIGNS AND SIGNALS D. The bottom section of each sign post shall be mounted into the ground to a minimum depth of 1 meter. The lower section of post shall be at least .75 meters above the ground to allow for a .30 meter splice and a minimum clearance of .46 meters from the ground to the bottom of the top section of post. The splice of the upper and lower section posts shall be made with 2-7.8mm stainless steel bolts with nylon insert lock nuts placed in the top and bottom holes of the overlap splice. "Nhere 2 or more single post signs are mounted side by side, they shall be reinforced laterally by at least 2 post sections, bolted at each post and located approximately at the quarter points. E. The Contractor should plan for sign placements in hard surfaced areas Plior to any ne\v concrete and/or bituminous paving and provide "box-outs" for each sign in such a location. The "box-out" must be a 200mm diameter round section ofPVC pipe or a 200m.111 core cut hole. 'With either option the box-out must be to a depth which encroaches the underling soils. 3.03 MEASl:.JRETvfENT p,j\fD PAYMENT A. All new signs shall be measured in accordance with lVLnDOT Spec. 2564.4.E. Payment for all sign installation shall be at the contract price per unit of measure m2 and shall include all materials, equipment and labor necessary to install each sign and post( s) at the staked location. There will be no extra compensation for posts, regardless of length or required configuration. There shall be no extra compensation for post installations in bituminous or concrete surfaces. END OF SECTION 34-98- I 86 ~, 1999 Bonestroo, Rosene, Anderlik & Associates, Inc, 02890-3 TR.A.FFlC SIGNS AND SIGNALS SECTION 02920 LA v,TNS AND GRASSES P/-\RT 1 - GEI\TERAL 1.01 SECTION INCLuTIES A. Restoration of construction area by installation of topsoil, seed and soel. 1.02 F'RLATED SECTIONS A. Section 02312 - Finish Grading. B. Section 02315 - Excavation and Fill. c. Section 01570 - TemDorary Erosion and Sedimentation Control. ~ - 1.03 REFERENCES A. MiImesota, Deparhnent of Transportatioll "Standard Specifications for Construction", 1995 Edition (MnDOT Spec.): I. Section 2575 - Turf Establishment. 2, Section 3876 - Seed. 3. Section 3877 - Topsoil Borrow. 4. Section 3878 - Sod. 5. Section 3879 - Agricultural Lime. 6. Section 3881 - ConIIllercial Feliilizer. 7. Section 3882 - Mulch Ivfate11al. 8. Section 3883 - Erosion Control Netting. 9. Section 3885 - Erosion Control Blankets. B. "Milmesota Department of TransportatioIl Seeding Mal1ual 1996/97", (MnDOT Seeding Manual). 34-98-186 !rJ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02920-1 LAWNS AND GRA.SSES 1,04 W ARRA..1\JTY A. At the conclusion of the establishment period, which will be one year following initial installation, a final inspection of planting will be made to determine the conditions of areas specified for seeding. All areas with insufficient plant establishment as detel1l1ined by the Engineer will be noted. This material shall be re- supplied and planted in the next growing season at no additional cost to the Owner. The expectations for the seeded areas are as follows: 1. That they show indications of healthy establishment (90 percent of species occurring are those seeded) in the specified areas and weed species are less than 10 percent. 1.05 FIELD QUALITY CONTROL A. Provide Engineer with bags and tags of seed used, for identification purposes. PART 2 - PRODUCTS 2.01 MATERIALS A. Topsoil: Topsoil Borrow confoffiling to MnDOT Spec. 3877.2.A. B. Soil Amendments: Conform to MnDOT Spec. 3881 and 3879. Fertilizer shall be complete feliilizer containing 8 percent nitrogen, 16 percent phosphoric acid and 8 percent potash, C. Sod: ConfOlID to MnDOT Spec. 3878. 2C - Salt Resistant Sod. D. Seed Mix Tabulations: Confoml to MnDOT Seeding Manual. 1. Sedge Meadow Seeding: MnDOT Mix 25A Modified with Sedge Mix and Sedge Mix Forbs. 2. Tall Prairie Seeding: lVillDOT Mix 15 A \vith SE Region Forbs. 3. Short Prairie Seeding: MnDOT Mix 20 A with SE Region Forbs. E. Mulch: Conform to MnDOT Spec. 3882.2 Type 1. F. Wood Fiber BlallJeet: Conform to MnDOT Spec. 3885. G. Polypropylene Netting: ConfOlID to MnDOT Spec. 3883. 34-98-186 @ 1'999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02920-2 LA \VNS AND GRASSES PART 3 - EXECUTION 3.01 EX~41vIINATION A. Review restoration areas with the Engineer. Detemline locations for sod. Schedule for restoration of areas may be revised to fit field conditions, B. Notify the Engineer at least 3 days in advance of hauling topsoil bo11'OW onjob site so the Engineer may visually inspect and sample for testing if deemed necessary. C. Finish grades are to be inspected and approved by the Engineer Plior to start of restoration. 3,02 PREPARATION A. General: Confoffi1 to MuDOT 2575.3,A. B. Soil Preparation: Conform to fv1nDOT 2575,3.B. Fertilizers and Conditioners: Confoffil to MlillOT Spec. 2575.3,C. I. Apply fertilizer at a rate of 560 kg per hectare. 2. v'v11ere soil pH is lower than 5.5, apply gTOund limestone at 2.72 t per 0.40646 ha. C. For Boone Pond p"rea: 1. Fine grade project area before the seeding and planting work begins. 2. In areas with actively growing vegetation, Rodeo Herbicide shall be applied, as per manufacturer's directions. Allow a minimum of 7 days before disturbing the area with other procedures. Existing wetlands outside the mitigation/restoration areas shall not sprayed with herbicide. 3. Light disking of the soil in accessible areas. 4. Harrow or rake soil to create a firm, smooth seedbed. 3.03 SO\VING SEED A. Seeding and seeding sedge meadow, tall and short prairie areas: 1. Seeding Dates: Spring or SU111Il1er before August 1, within three (3) days of final site preparation procedures and should coincide with the root stock planting. 34-98-186 !rJ 1999 Bonestroo, Rosene, Anderlik & Associates. Inc, 02920-3 LAWNS AND GRASSES 2. All grass seed shall be applied with a seed drill capable of properly planing native grass seeds. 3. Harrowing or raking shall follow all wetland seeding. B. Applying Mulch: COnfOl1l1 to MnDOT Spec 2575.3 and apply at a rate of 4.5 ton per hectare. 3.04 PLACING SOD A. ConfOllli to MnDOT Spec. 2575.3.J. 3.05 FIELD QU~AlITY CONTROL A. Maintain restored areas in accordance with MuDOT Section 2575.3. B. Maintenance of Wetland Area: 1. One year maintenance 'vvill be required. Maintenance \vill be done during the year 2000. 2, Mow all seeded areas (150.,...300 mm) from June 1 to August 1. C. Restored areas that have been satisfactOlily completed and are disturbed by additional construction activity required by the timing sequencing of the '\-'lork shall be restored over to the same requirements of the O1iginal work. D, _Any sod that does not show defmite growth and establishment one month (30 days) after laying shall be replaced and established at the proper season by the Contractor at his expense. 3.06 MEASlJREMENT AL'ID PAY1vfENT A. A bid item for sodding has been provided. Measurement will be based upon units of square meters of sod installed complete in place as specified, including installing topsoil; soil amendments; fumishing and installing sod; preparation of surface maintenance; and all incidental items associated with the work. The actual quantity installed multiplied by the appropliate unit price will be considered payment in full for all work and costs of this item. B. Bid items for seeding MnDOT Mixes 25A, 15A and 20A have been provided. Measurement will be based upon units of hectares of seed installed complete in place as specified, including installing topsoil; preparation of seed bed; seed; and mulch and all correlated activity. The actual quantity installed multiplied by the appropriate l.mit price will be considered payment in full for all work and costs of this item. 34-98-186 !rJ 1999 Bonestroo, Rosene, AnderIik & Associates, Inc, 02920-4 LA \VNS AND GRASSES All other work and costs oftms section shall be incidental to the project lliid included in the Total Base Bid. END OF SECTION 34-98- I 86 !rJ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc, 02920-5 LAWNS AND GRASSES SECTION 02930 TREES/SHRUBS/PERENNIALS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Fumish trees, shrubs, ground covers & perennial flowers a.l1d planting soil required, planting and all necessary planting operations, including watering, mulching, fertilizing, spraying, wrapping, and pnming. 1.02 RELATED SECTIONS A. Section 02318 - Subgrade Preparation. B. Section 02920 - Lawns and Grasses. 1.03 REFERENCES A. MiTh'1esota Department of Transportation "Standard Specifications for Construction", 1995 Edition (Mn/DOT Spec.): 1. Section 2571 - Plant Installation. 2 . Section 2575 - Turf Establislmlent. 3. Section 3861 - Plant Stock. 4. Section 3877 Topsoil Borrow, 5. Section 3880 - Peat Moss. 6. Section 03881 - Commercial Fertilizer. 7. Section 03882 - Mulch Material. 1.04 DEFn-rrTIONS A. 'Weeds: 1:'or the purpose of this project, a vi'eed is a plant that il1l1ibits the establishment of species listed in article :MATERlALS. 'Weeds may include but are not limited to: Jimsonweed, quakgrass, moming glory, mustard, lambsquarter, chickweed, cress, crabgrass, canada thistle, tansy ragwort, bemda grass, ragweed, pigweed, johnson grass, bindweed, bentgrass, wild garlic, smooth brol11e grass, european buckthom, glossy buckthom, tatarian honeysuckle, black locust, and spotted knapweed, siberian elm. 34-98- I 86 ~, 1999 Boncstroo, Rosene, Anderlik & Associates, Inc, 02930-1 TREES/SHRUBS/PEREN'NIALS 1.05 SUBMITTALS A. Product Data: Provide all nmsery stock submittal materials in accordance with MnlDOT Spec. 257I.lv.. B. Quality Assurance: 1. Nursery Experience: List of completed past proj ects. 2. Installer Experience: List of completed past projects. 3. Fertilizer Manufacturers Certificate of Compliance. 1.06 QUALITY ASSURANCE A. Qualifications: 1. Nursery: Company specializing in growing and cultivating the specified plants with documented experience as represented by a list of completed past proj ects. 2. ID..staller: Company specializing in installing and planting the specified plants with a minimum of 3 years documented experience as represented by a list of completed past projects. B. Fertilizer Manufacturer's Certificate of Compliance: Written docmnentation verifYing compliance with chemical analysis of fertilizer ful1lished, Submit to Engineer five (5) days prior to bulk delivery. 1.07 REGULATORY REQuiREMENTS A. Comply with regulatory agency requirements for fertilizer and herbicide compositions. 1.08 DELIVERY, STORA.GE, AND HANDLING A. Nursery Stock: 1. Deliver all materials in accordance v/ith Mn/DOT Spec, 3861.2.H. 2. Deliver stock after planting preparations have been completed and plant immediately. 34-98-186 !rJ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02930-2 TREESiSHRUBSiPERENNIALS B. Fertilizer: 1. Deliver small quantItles in waterproof bags showing weight, chemical analysis, llild name of manufacturer. Advance approval by the Engineer is required prior to bulk deliverj in containers or by truckload. 1.09 PROJECT/SITE CONDITIONS A. V'/hen excavation is required for planting, locate and protect all adjacent underground utilities. B. Protect established turf areas during planting operations. 1.10 SEQUENCIi'IG AL"'\1D SCHEDuLING A. Planting Seasons: 1. Spring: April 15 to June 15. 2. Fall: August 20 to October 1. '3. Other Dates: At the approval of the Engineer. PART 2 - PRODUCTS 2.01 MATERLALS A, Modified Topsoil: 1. Planting soil shall be a prepared mixture composed of select topsoil peat moss or yard waste and fertilizer. Peat moss/yard waste and topsoil preparations shall be at a loose volume ratio that will result in minimum organic matter content of 5% of the topsoil blend, Fer1ilizer shall be added in sufficient quantity to provide 0.05 pound of total nitrogen per cubic yard of planting soil. 2. Mixing shall be sufficient to produce a unifoffil blend of the mixture components, The Engineer shall approve mixing operations, and any stockpiling of soil on the project. 3. Peat moss iLnd topsoil mixing proportions shall be according to loose volmne ratio, Propol1ioning may be done by weight, rather than volume, if so approved by the Engineer, in which case weight ratios will be designated based on the specific percentages. 34-98-186 (f;, 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02930-3 TREES/SHRUBS/PERENNiALS B. Topsoil: 1, Salvaged from on-site excavations, stockpiled, and reused. Remove rocks over I-inch in size. 2. Topsoil Bonow: Confonn to Mn/DOT Spec. 3877.2.B. C. Mulch: 1. Confonn to MnlDOT Spec. 3882. 2. Type 1 - Grain Straw. 3. Type 6 - Wood Chips. 4. Type 9 - Aggregate. D. Fertilizer: 1. Confonn to MulDOT Spec. 3881. Complete fertilizer, 50 percent of the nitrogen derived from natural organic sources or ureaform, .... .J. Spring Planting: 8 percent nitrogen, 16 percent phosphOlic acid, 8 percent potash. 4. Fall Planting: 10 percent nitrogen, 8 percent phosphoric acid, 6 percent potash, introduced the following spring. E. Plant and Nursery Stock: MnlDOT Spec. 3861 as follows: 1, Pruned and shaped prior to digging and balling, 2. Prune all bare roots and basal sprouts. 3. Remove all dead, rubbing, damaged, or diseased branches. 4. Prune trees to give tree a uniform and symmetrical shape. 5. Leave leaders intact while removing all stubs. F. Peat Hmnus: FS Q-P-I66 decomposed peat with no identifiable fibers, pH range suitable for intended use. G. Edging: Plastic - Super edge black vinyl edging with 375 mm steel stakes. Steel- Ryerson Steel Edging, 14 gauge x 100 nml with 305 mm steel stakes (black). 34-98-186 !rJ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02930-4 TREESiSHRUBS/P ERENNIALS 2.02 ACCESSORIES .L~. Tree Wrapping: Two-ply asphalt cemented crepe paper furnished in strips. B. Stakes: Softwood, pointed end, free of defects, or rolled steel posts. c. \Vire Ties and Guys: MinimuJ."11 12-gauge, nvisted two-strand, pliable galvanized steel. l' lJ. Plant Protectors for Guy \Vires: I. IvLinimum 254 mm wide, 40 mil thick polyethylene or polypropylene, no mbber or plastic hose permitted. 2. Lellgth: 400 mm long. E. Safety Flags for Guy Wires: 1. Material: Fluorescent orange surveyor's plastic tape. 2. Length: Minimum 150 mm. F. Soil J.,mendments: Porous ceramics and hydrophilic absorbing polymers, used to modify the physical characteristics of poor by balancing or managing water and oxygen in the soil, will be reviewed for approval based on the infonnation provided by the product label and the manufacturer's reconnnendations. G. Water: Non-deleterious to plants or animals. H. Pre-emergent weed killer "Preen" Manufacturer. P ftRT 3 - EXECUTION 3.01 PLANT INSTALLATION J.AJ,.. Layout: 1. Layout individual tree and shrub locations and areas for multiple plantings. 2. Stake locations and outline areas. 3. Do not start planting work until layout is approved by the Engineer. 4. Make minor adjustments as required. 34-98-186 !rJ 1999 Bonestroo, Rosene, Anderlik & Associates, inc. 02930-5 TREES/SHRUBS/PERENNiALS B. Preparing Boulevard for Boulevard Trees: 1. Prepare boulevard by thoroughly loosening (lillcompact) and tilling the soil to a minimum depth of 0.60 meters, under proposed drip line of boulevard trees (approximately 3.3 meters 011 each side oftnmk). 2. Boulevard areas to be uncompacted are indicated on the Drawings. C. Preparing Plant Holes: 1. Do not begin work on plant holes until after finish grading has been completed. 2. Cultivate planting holes and beds by thoroughly loosening and tilling the soil to a minimum depth of 254 mm, as measured from the finished grade elevation of the soil. 3. Thoroughly incorporate and mix the required soil amendments into the loosened soil to a depth of 254 mm. 4. Prepare the Soil in the FollO\ving Proportions: a. Topsoil: 4 parts select bOlTOW by volume. b. Peat Humus: 1 part by VOIUIlF;. c. Fertilizer: 1.36 kg per 0.45 m3 of soil. d. Mix until thoroughly blended. 5. Loosen planting areas lmtil compaction tester readings are less than 1400 kPa. 6. Remove foreign materials and undesirable plants and their roots. Do not bury foreign matelial beneath areas to be landscaped or restored. Remove contaminated subsoil. 7. Center holes at staked locations. 8. Dig holes as detailed. 9. Rototil or aerate any planting soil compacted by operations. 10. Remove surplus subsoil and topsoil from site. D. Pruning: Prune immediately prior to planting to remove stock damaged during transport and movement. 34-98- i 86 !rJ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02930-6 TREESiSHRUBS/PEREl\TNIALS E. Placement: 1. Bare Root: a. Soak roots ovemight before planting. b. Protect roots from drying during instailation. c. Set bare rootstock on cushion of nlanting soil mixture. . '-' d. Spread roots and carefully work backfill around roots by hand and puddle with water until backfill layers are completely saturated. e. Plumb before backfilling and maintain plumb while working backtlll around roots and placing layers of soil mixture above roots. 1: 1. Work each layer to settle backfill and eliminate voids and air pockets, (Y 0' Set collar 25.4 mm below adjacent finish landscape grades. h. Spread out roots without tangling or tuming up to surface. 1. Prune damaged and diseased roots. Cut injured roots clean; do not break. 2. Balled and Burlapped: a, Set balled andbuilapped (B&B) stock on layer of compacted planting soil mixtme, plumb and in center of pit or trench with top of ball at same elevation as adjacent finished landscape grades. b. Remove burlap from sides of balls; retain on bottoms. c. When set, place additional backfill around base and sides of ball, and \vor1c each layer to settle bacl.u4.l1 and eliminate voids and air pockets. d. When excavation is approximately 2i3 full, water thoroughly before placing remainder of backfill. e. Repeat watering mltilno more is absorbed. f. '1'1 ater again after placing final layer ofbackfill. 3. Container: 34-98-186 !rJ I999 Bonestroo, Rosene, Anderlik & Associates, 1nc. a. Set container-grown stock, same as for balled and burlapped stock, except cut cans on sides into quarters with shear. 02930-7 TREES/S HRUBS/PERENNIALS b. Remove container before setting plant so as not to damage root balls. F. Tree Spades: 1. Mi.11imum approved machine size is a 1830 ml11 diameter cmved blade or 2440 mm diameter straight blade tree spade. 2. Tree balls must be maintained in a firm rigid condition. Trees loosened in transplanting will be rejected. 3.02 GROUND COVERlPERENl\JlAL PLANTING A. Dig holes large enough to allow for spreading of roots and backfill \vith planting soil. B. \V ork soil around root ball to eliminate air pockets and leave a slight saucer indentation around plants to hold water. C. Place shredded hardwood mulch to the depth indicated in the drawings. D. Apply pre-emergent weed killer. 3.03 WATERli'JG A. Water each plant within t\vo hours of planting. B. 'N ater to thoroughly saturate all planting soil. C. Bring planting soil to specified level within five days of initial watering, and satmate additional soil. D. vVater all plants thoroughly as soil moisture is depleted (at least once per week during periods of average rainfall) until the work is accepted. 3.04 MULCF.JNG A. Place mulch material within 48 hours of the second watering, unless otherwise approved by Engineer. Dish top of backfill to allo\v for mulching. B. Mulch (Type 6): Provide 110t less than 100 nun thickness of mulch, and work into top of backfill and finish to maintain dish or level with adjacent finish grades as shown in the Drawings. 34-98-186 cg I999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02930-8 TREES/SHRUBS/PERENNIALS 3.05 PROTECTION A. General: 1. Protect landscape work and mateiials from damage due to landscape operations, operation by other contractors and trades, and trespassers. 2. Maintain protection during installation and maintenance periods, 3. Vehicular traffic in the boulevards shall be restlicted to wide track vehicles or other smali earth moving equipment with a maximum load of 6 psi, B. Trees: 1. Inspect tree trunks for injury, improper pnming and insect infestation/disease and take cOlTective measures before wrapping. 2. For fall planting, wrap trees at end of growing season and remove prior to following growing season. Wrap all trees fi'om the ground to the first major branch. 3.06 CLEA1\.,TUP Al'.Ju RESTORATION A. Dlliing landscape work, keep pavements clean and work area in an orderly condition. B. Treat, restore or replace in kind turf, sod, plantings, or other facilities damaged by Contractor's operations. C. Remove all excess excavated soils from plant holes fl:om the site. D. Collect and dispose of all excess materials, packaging and containers. 3.07 MAINTENAJ'~CE A. Begin maintenance immediately after planting. B. Maintain plant life for 3 months after acceptance by the Engineer. C. Trees, Shrubs and Plantings: 1. Trim, prune, remove clipphlgS and dead or broken branches, and treat pruned areas and other wounds. Do not prune Oak species between April 15 - June 1 to prevent infection by oak wilt. 2. Cultivate and weed as required for healthy growth, including plant beds and tree pits. 34-98-186 !rJ 1999 Bonestroo, Rosene, AnderJik & Associates, Inc, 02930-9 TREES/SHRUBS!? EREN:NIALS 3. Restore planting saucers. 4. Tighten, repair or replace stakes, tumbuckles, ,md guy supports. Reset trees 3...lld shrubs to proper grades or vertical position as required. 5. Restore or replace damaged wrappings. 6. Treat stock with appropriate pest control measures as required to keep trees and shmbs free of insects and disease. 7. Inigate to moisten root system and maintain healthy grm;vth. D. Application of Herbicides and Pesticides: 1. Apply herbicides, pesticides for weed, insect and pest control in accordance with manufachlrer's instructions. 2. Remedy damage resulting from pesticide use. 3.08 Il,TSPECTION At'\ju ACCEPTJl,NCE A. Landscape work will be inspected for acceptance in parts agreeable to the Engineer, provided work offered for inspection is complete, including maintenance, for the portion in question. B. At the conclusion of the establishment period, which will De one year following initial installation, a final inspection of planting will be made to detenlline the conditions of areas specified for landscaping. C. Wl1en inspected larldscape work does not comply with requirements, replace rejected work and continue specified maintenance until re-inspected by Engineer and found to be acceptable. Remo've rejected plants and materials from site. 3.09 MEASUREMENT AIID PAYMENT A. A Bid Item has been provided for "Trees", (Deciduous, Coniferous and Ornamental). Measurement will be each for tree, for species, vcniety, and size range, f1.mushed and planted, in accordance "vith the Drawings. Payment \.vill constitute compensation in full for all work and costs to fumish and install material in place. B. A Bid Item has been provided for "Slli-ubs". Measurement will be each for shrub, for species, variety, and size range, furnished and planted, in accordance with the Drawings. Payment will constitute compensation in fuil for all work and costs to furnish and install material in place. 34-98-186 !rJ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 02930-10 TREES/S HRUBSiP EREN'NIALS C. A Bid Item has been provided for "Perelmials". Measmement will be each for perennial, for species, vmiety, and size range, fumished and planted, in accordance with the Drawings. Payment will constitute compensation in full for all work and costs to furnish and install material in place, D. A Bid Item has been provided for" Mulching ". Measurement will be in tons, in accordance with the Drawings. PaY1nent will constitute compensation in full for all work and costs to furnish and install material in place, E. A Bid Item has been provided for "Fertilizer". Measurement will be by weight in pounds of material furnished and applied in accordance with this Section, Payment will constitute compensation in full for all work and costs to furnish and install matelial in place. F. All other work and cost of this Section shall be incidental to the Project and included in the TOTAL BID for the appropliate Bid Item Number to which the work applies. END OF SECTIO]\T 34-98-186 !rJ 1999 Bonestroo, Rosene, Ander!ik & Associates, Inc. 02930-11 TREES/S HRUBS/PEREN'NIALS SECTION 03450 ARCHITECTUR.AL PRE-CAST CONCRETE PART 1 - GENERAL 1.01 SECTION INCLlJDES A. p,schitectural precast bollards and precast column caps for blick columns. B. Supports, anchors, and attachments. C. Grouting under panels. D. Colored pointing mortar at precast concrete. E, Graffiti guard. I.02 RELATED SECTIONS A. Section 02411 - Foundations for Minor Concrete Structures. B. Section 04200 - Brick Masonry. C. Section 05500-1 - Miscellaneous Metal D. Joint Sealers: Perimeter and intennediate joint sealants and backing. Graffiti control applied by installers. 1.03 REFERENCES A. ANSI/ACI 301 - Specifications for StTuctural Concrete for Buildings. B. Ai'\JSI! ACI 318 - Building Code Requirements for Reinforced Concrete. C. ASTM A36 - Structural Steel. D. ASTM A185 - Welded Steel \-Vire Fabric for Concrete Reinforcement. E. ASTM A307 - Carbon Steel Extemally Threaded Standard Fasteners. F. ASTM A386 - Zinc Coating (Hot-Dip) on Assembled Steel Products. G. ASTIVIC143 - Test for slump of Portland Cement Concrete. H. ASTM C150 - Portland Cement. 34-98-186 <Q 1999 Bonestroo, Rosene, Anderlik & Associates, lnc, 03450-1 ARCHITECTURAL PRECAST CONCRETE 1. ASTM C260 - Air-Entraining Admixtures for Concrete. J. A WS D 1.1 - Structural .Welding Code. K. ASTM A325 - De:t::n1l1ed and Plain Billet-Steel Bars for Concrete Reinforcement. L. ASTM A615 - Deformed and Plain Billet-Steel Bars for Concrete Reinforcement. M. ASTM C33 - Concrete Aggregates. N. PCI 1\1anual for Structural Design of Architectural Precast Concrete. O. pcr IVL.'\fL-117 - Manual for Quality Control for Plants and Production of A..rchitectural Precast Concrete Products. 1.04 DEFINITIONS A. Members and connections to backup and supports to withstand own \veight, design loads due to pressure and suction of wind, and live and dead loads.. 1.05 SUBMITTA...LS A. Submit shop drawings for review and approval by landscape architect prior to manufacturing. B. Indicate locations, fabrication details, unit identification marks, reinforcement, connection details, dimensions, and relationship to adjacent materials. Provide erection drawings. C. Shop drawings signed and sealed by professional Engineer registered in State of Minnesota. D. Submit 2 samples (O.20m x Q,20m) illustrating surface finish, color and texture. 1.06 QUALITY ASSlJRAJ."JCE A Design members and connections to backup and support under direct supervision of professional engineer experienced in design of precast concrete units, registered in State ofMilmesota. B. Conform to requirements of PCI Manual for Structural Design of ATchitectural Precast Concrete and ANSI/ACI 318. C. Precast Manufacturer and Erectors: Qualified in accordance with pcr MNL-117. D . Welding: ANSI/A WS D 1.1, 34-98-186 !rJ 1999 Bonestroo, Rosene, Anderiik & Associates, Inc, 03450-2 ARCHITECTURAL PRECAST CONCRETE E. Manufacture, Transporiation, and Installation: Company specializing in providing architectural precast products and services associated with precast concrete construction with architectllral finishes. 1.07 DELIVERY, STORAGE, A:i\TD HAl\TDLING A. Transport, handle, store, and protect 111 accordance with manufacturer's recommendations. B. Handle precast members to position, consistent with their shape and design. Lift and support only from support points. C. Lifting or Handling Equipment: Capable of maintaining units during manufacture, storage, transporiation, erection, and in position for fastening. D. Blocking and Lateral SuppOli During Transport and Storage: Clean, non-staining, without causing harm to exposed surfaces. Provide temporary lateral support to prevent bowing and warping. E. Protect edges of members to prevent staining, chipping, or spalling of concrete. F. Mark units with date of production and final position in structme, in location not visible to exterior view. PiillT 2 - PRODUCTS 2.01 MATER1ALS A. Acceptable Manufacturers: 1. Gage Brothers Concrete Products, 2. A.!11erican A.rtstone. 3. Spancrete - Midwest. Other Manufacturers may be approved by landscape architect. B. Concrete Matelials: 1. Cement: ASTM C150, Portland Type I or III - normal white color. 2. Concrete Materials: ASTM C33; water and sand. 3. Reinforcing Steel: AST:rvr A615, deformed steel bars; plain uncoated finish, any reinforcing located within 1 112" of the outside exposed surface to have a galvanized finish. 34-98-186 !rJ I 999 Bonestroo, Rosene, l\nderlik & Associates, Inc. 03450-3 ARCHITECTUR.A.L PRECAST CONCRETE 4. Air Entrainment Admixture: ASTM C260. 5. Surface Finish Aggregate: Clean, washed, angular limestone in color as selected to match. Aggregate shall be L.M. Scofield Chromix Adrcixhu'e No. C.25 "Sombrero Bun" sample at Architect's Office, from single source throughout Work; confonning to ASTM C33. 6. Pigment: To match Artstone Color 18-96 Med. Buff range. The pigment must be resistant to alkalis. 7. Grout: Non-shrink, minimum 68,950 kPa 28 day strength. C. Support Devices: 1. COllilecting and Support Devices: ASTM A36 weldable steel. 2. Bolts, Nuts, and Washers: ASTM A370; high strength steel. 3. Primer: Zinc rich oil alkyd. D. Access0l1es: 1. Bearing Pads: Tempered hardboard 3.175 mm thick, smooth both sides. 2. Sealant: Graffiti control "Defacer by ProSo Co., Inc. E. IvIix: I. Concrete: 1-.1inimu,ii134,470 kPa 28 day strength, air entrained in accordance 'vvith ANSI/ACI 301. F. Mortar: 1. Use Type S Flexible Limestone Mortar for precast concrete joints. MOliar pigment shall be selected to match color of precast concrete sample. PART 3 - EXECUTION 3.01 FA.BRICATION A. Maintain plant records and quality control program during production of precast lmits. Make records and access to plant available to the Landscape Architect upon request. B, Use rigid molds, constmcted to maintain precast unit unifonn in shape, size, and finish. 34-98-] 86 !rJ ] 999 Bonestroo, Rosene, Anderlik & Associates, Inc, 03450-4 ARCHiTECTURAL PRECAST CONCRETE C. Maintain consistent quality during manufacture. D. Embed reinforcing steel, anchors, inserts, plates, angels, and other cast-in items as indicated on shop drawings. E. Fabricate cOllilecting devices, plates, angles, (items fit to steel framing members,) inserts, bolts, and accessOlles. Fabricate to pennit initial placement and final attachment. F. Locate hoisting devices to pennit removal after erection. G. Cure units to develop concrete quality, and to minimize appearance blemishes such as non-unifonnity, staining, or surface cracking. H. Identify each precast unit with cOlTesponding code on erection drawings, in location not visible in finish \vork. 3.02 FINISH-PRECAST lJNITS A. Ensure exposed-to-vie\v finish surfaces of precast upjts are unifonn in color and appearance. B. Remove cement mortar from areas affected by aggregate retarder as instructed by surface retarder manufacturer. r '-. Medium acid etched on exposed-to-view precast surfaces as selected by Architect. Protect adjacent surfaces. 3.03 ll\JSPECTION A. Verify building structure, anchors, devices, and openings are ready to receive \vork of this section. B. Begilming of installation means acceptance of existing condition. 3.04 PREPARA.TION A. Provide for erection procedures and induced loads dmlng erection. J\1aintain temporary bracing in place until final suppOli is provided. B. Erect members level and plumb within allowable tolerances. C. Align and maintain unifonn horizontal and veliical joints as erection progresses. D. Fasten and weld units in place. Perfoilll welding including tack welds, in accordance with Al\JSIJA WS D1.1. 34-98-186 ~ 1999 BoneslToo, Rosene, Andcrlik & Associates, Inc. 03450-5 ARCHITECTURAL PRECAST CONCRETE E. Touch-up field welds and scratched or damaged primed painted (galvanized) surfaces. F. Set veIiical units dry, without grout, attaining joint dimensions with lead or plastic spacers. Grout pack base of unit. G. Rake out joints 1,905 cm deep before mortar sets to allow for pointing mortar. Brush clean raked mOliar joints. Clean face of precast concrete after raking. After mortar is set, wet raked joints thoroughly and force pointing mortar into joints. H. Neatly tool joint surface to profile indicated or tool slightly concave. 1. Apply graffiti control sealer in accordance to manufacturer's specifications. 3.05 TOLERANCES A. Variation from Plan of Location: 635 l1L'11 in 3.05 m and 9.53 1ilin in 30.48 m maximum, noncumulative. B. Offset from True Alignment Between Two Conllecting Members: 6.35 mm maxImum. c. Out of Square: 3.175 mm in 3.05 m maximum, noncumulative, D. Variation in Dimensions Indicated on Shop Drawings: Plus minus 3.175 mm. E. Misalignment of Anchors, InseIis, Openings: 3.175 mm maximum. F. Bowing of Units: Length ofbow/360. G. Exposed Joint Dimension: 3.175 ll1m plus or minus 6.35 mm, 3.06 PROTECTION A. Protect members ii-om damage. B. Provide noncombustible shields during welding operations. 3,07 CLEA..NING A. Clean exposed facings to remove dirt fu'1d starns which may be on units after erection and completion of joint treatments. Wash and rinse in accordance with precast manufacturer's recommendations, Protect other work from damage due to cleaning operations. Do not use cleaning materials or processes which could cha.llge character of exposed concrete finishes. 34-98-186 !rJ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 03450-6 ARCHITECTURAL PRECAST CONCRETE 3.08 GR.AFFITI GUARD A. Apply graffiti control sealer in accordance to manufacturer's specifications. A manufacturer's representative shall be present for initial application. 3.09 MEAS'lTREIvrENT A..ND PAYIvIENT A. The precast concrete column caps shall be included with the Bid Item for Blick Column (Small and Large). B. A Bid Item has been provided for precast concrete "Bollards". Measurement will be each for bol1ards, in accordance with the Drawings, Payment will constitute compensation in full for all work and costs to ful1lish and install material in place. El\J'D OF SECTION 34-98-] 86 '9 ] 999 Bonestroo, Rosene, Anderlik & Associates, Inc. 03450-7 ARCHITECTURl\.L PRECAST CONCRETE SECTION 04200 BRICK MASONRY PART 1 - GENERAL 1.01 SECTION INCLUDES A. Provide tmit masoJ:1.ry work as shown and specified. The work includes the installation of brick for the railing cohmms (large and small). 1.02 RELATED SECTIONS A. Section 02411 Foundations for Minor Concrete Structures. B. Section 03450 - Architectural Pre-Cast Concrete. C. Section 05500 - Miscellaneous Metal Items. 1.03 REFERENCES A. Minnesota Depaltment of Transportation "Stal1dard Specifications for Construction", 1995 Edition (MnJDOT 1995 Spec.): 1. Section 2411 - Concrete Foundations. 1.05 SlJBMITTALS A. Submit manufacturer's product data for each type of masomy unit, colored mortar, and accessory required. B. Submit a minimum of 2 fLlll size samples of each type of masonry unit required. Provide the maximum color and texture variation range proposed for the \vork r '-. Submit samples of colored mortar selected for the work. D. Submit manufacturer's celtification that masonry units comply with specified requirements. 1.06 QUALITY ASSURANCE A. Matelials and methods of construction shall comply with the following standards: 1. Brick Institute of America, (BIA): Tecllnical Notes on Blick construction. 34-98-186 (Q 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 04200-1 BRICK MASONRY 2. National Concrete Masonry Association, (NeMA): TEK Bulletins. 3. The American Society for Testing and Materials, (ASTM). B. Comply with the applicable requirements of local governing authorities and American National Standards li"1stitute (At'\fSI) A41.1, Building Code Requirements for Masonry, for the types of unit masomy construction indicated, C. Installation: Performed only by skilled masons with satisfactory record of perfoIDlance on completed projects of comparable size and quality. 1,07 DELIVERY, STORA.GE, i\.i'<'D HA1"\il)LING A. Unit Masonry Materials: 1. Deliver, store, and handle masomy materials to prevent damage and soiling. 2. Stack masonry units off the ground on wood pallets or platforms. Exercise pmiicular care in the storage, handling, and installation of masonry units into the work. B. Masonry Accessories: 1. Deliver, store, and handle masomy accessories to prevent weather dan1age and deterioration, C. Mortar Materials: 1. Deliver cement, lime, and admixture materials in manufacturer's unopened and undamaged containers with labels intact and legible. Store materials off the ground, under cover, and protect from weather damage and detelioratiol1. 2. Stockpile and handle aggregates to prevent mixing with foreign materials. 1.08 PROJECT/SITE CONDITIONS A. Do not use metal accessories with loose rust or other coatings, including ice, \vhich will reduce bond. B. Protect partially-completed masonry \vork against weather damage and moisture, when work is not in progress. Cover tops of walls with strong, \vater proof, non- staining membrane. Extend membrane at least 0.61 meters down both sides of walls and hold securely in place. C. Brace unsupported and newly-laid masonry \valls. Maintain bracing in place until walls reach design strength. 34-98-186 IG' I999 Bonestroo, Rosene, AnderJik & Associates, Inc. 04200-2 BRICK MASONRY D. Cold 'vVeather Construction: 1. Precondition masonr:/ materials to maintain minimum 10 degree celcius temperatures \vhen installed. 2. Protect masomy from freezing when the temperature ofthe outside air is 4.44 degree celcius 3.1"1d falling, Heat materials and provide temporary protection of completed portions of masonry work. Comply with BV\ "Construction and Protection Reconullendations for Cold Weather Masomy Construction" and NCMA "TEK Bulleting No. 16A". 3. No masonry work \vill be pemlitted when outside air temperature is below 4 degrees ce1cius. 4. Do not use frozen materials or materials mixed or coated with ice or frost. 5. Do not build on frozen work. remove and replace masonry work damaged by frost or freezing. 6. Do not use anti-freeze or calcium chlolide in any mOliar. 7. Protect completed masonry vfork against freezing for not less than 4 days after laying. E. Protect sills, ledges, paving, and projections mortar droppings. Remove excess mortar and stains immediately as work progresses, F. Protect adj acent \vork: from damage, soiling, and staining during masonry '.vork operations. PART 2 - PRODUCTS 2.01 MATERIALS A. Face Brick: ASTM C216, Grade SW, Type FBS. 1. Parking Lot Railing Colunms: Color: Cherokee Blend Ivlanufactured by: Cloud Ceramics P,O.Box 369 Concordia, Kansas 66901 Distributed by: 'vVunder Klein Brick Co. 5205 State Highway 169 No. Plymouth, Minn,. 55442 34-98-186 .:[,i 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 04200-3 BRICK MASONRY Size: Standard Modular Brick Texture: Velom 2. Face brick, when tested in accordance with ASTM C67, shall show no efflorescence, Provide manufacturer's certification of test results. 3. Provide special molded shapes as indicated with good faces at all exposed edges. Do not cut blick to make special shapes. 4. Smfaces: One good face, two good ends. Provide lillcored, l.U1frogged units with one flat side matchit'lg face for use at locations where flat side is visible. 5. Masonry Veneer Ties: COlTugated metal, size to extend within % ofmasomy veneer face. Provide 20 gage steel with hot-dip galvanized finish/454g copper/26 gage stainless steel masonry veneer ties. 6. Anchoring Devices: Provide strap anchors, inserts, anchor slots, bolts, and rods of type and size indicated. Provide 1l0ncolTosive metals or hot-dip galvanized finished steel materials. 7. Concealed Flashing: Provide either: a. Type 302/304 Stainless Steel: j\1inimmTI 30 gage (0.03048 em) dead soft temper, 2D finish with surfaces textured, corTugated, or embossed to provide mechanical bond with moriar. b. Copper-Fabric Laminate: Minimum 85 g psf copper sheet bonded to asphalt saturated glass fabric both sides. 8. vVeeps: Stamped aluminml110uvered vents, size to fit head joints or 3.175 cm diameter clear plastic tubing. 9. Control Joints: Neoprene or PVC type with compressible edge. Designed to fit standard sash block and maintain lateral stability in masonry walls. 10. Joint Filler: Neoprene sponge extmsion of connected closed cell tubes. Designed to fit face brick. II. Bond Breaker Strips: ASTM D225 6.80388 kg asphalt saturated roofing felt. 12. Cleaning Agents: Commercial cleaning solutions, which will not harm masonry or adjacent materials and is acceptable to the masomy manufacturer. Muriatic acid is not acceptable as a cleaning agent. 13, Graffiti Guard: Graffiti control "Defacer Eraser" by Proso Co., Inc. 34-98-186 !rJ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 04200-4 BRICK MASONRY B. Mortar Materials: 1. Portland Cement: ASTM C150, Ty-pe I, natural color. a. Provide white portland cement for white mortar. 2. Masonry Cement: ASTM C91. a. Provide white nonstainjng type for white mortar. 3. H)ldrated L,ilne: ASTM C207, Type S. 4. Aggregate: a. Masonry Mortar: ASTM C144, clean masonry sand, not over 10% to pass #100 sieve. b. 'White Mortar: :Natural white sand or groLmd white stone. c. Ivlasonry Grout: ASTM C404, clean pea gravel, maximum 0.9525 em SIze. 5. Clean, fresh, and potable. 6. Colored Mortar Pigment: Lime-pl\:Jof and alkali-proof mineral oxide pigments. Color to be Dynamic Color Solutions Inc., #21 Brown 10% or equal. C. Unit Masonry Mortar: Mortar Types: Comply with ASTM C270, Proportion Specification, for types or mortar required, unless otherwise indicated. Type M mortar for masomy belo'w grade and in contact with earth. Type S mortar for reinforced masonry and where indicated. Type N mOliar for exterior, above grade loadbearing a.nd 110n-loadbearing walls, and for other applications where another type is not indicated. Do not add admixtures unless otherwise indicated, Limit cementitious mateIials in mortar to portland cement-lime. 1. Type M Mortar: ASTM C270 proportions by volume. Minimum average compressive strength at 28 days of 17,236,9 kPa, either: a. 1 part portland cement, 1 part masonry cement, not less than 1/4 and not more than 3 times the sum of the volumes of cement used of damp, loose sand. 34-98-186 !rJ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 04200-5 BRICK MASONRY b. 1 agar portland cement, 1/4 paIi hydrated lime, not less than 2-1/4 and not more than 3 times the sum of the volumes of cement and lime used of damp, loose sand. 2. Type S Mortar: ASTM C270 proportions by volume. Minimum average compressive strength at 28 days of 12410.6 kPa, either: a. 1/2 part pOliland cement, 1 part masonry cement, not less than 2-1/4 and not more than 3 times the sum of the volumes of cement llsed of damp, loose sand. b. I pfu-t portland cement, 1/4 to 1/2 paIi hydrated lime, not less than 2- 1/3 and not more than 3 times the sum of the volumes of cement and lime used of damp, loose saIld. 3. Type N Mortar: ASTM C270 proportions by volume, Minimum average compressive strength at 28 days of 5171.07 kPa, either: a. 1 part masonry cement, not less thaIl 2-1/3 and not more than 3 parts of damp, loose sand. b. 1 pmi portland cement, 1/2 to 1-1/4 parts hydrated lime, not less than 2-1/4 and not more than 3 times the sum of the volumes of cement and lime used of damp, loose sand. 4. Measure and batch materials either by volume or weight. Use accurate measuring devices to ensure uniformity aI1d coloration of mix. Shovel count measurement of sand is not acceptable, 5. Mix cementitious materials and aggregate in a clean mechanical mixer for at least 5 minutes. Add \vater in amount to provide satisfactory workable consistency of mortar, 6. Proportion colored mortar pigment with other ingredients to match the approved samples. 7, Retemper mOliar as required within 2 hours of mixing to replace water lost by evaporation. Use and place mortar in final position within 2-112 hours of the initial mixing. Discard mortar after 2-112 hours of the initial mixing. PART 3 -EXECUTION 3.01 INSPECTION A. Examine substrates and installation conditions. Do not start unit masonry work until unsatisfactory conditions are corrected. 34-98- I 86 ~I 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 04200-6 BRICK MASONRY 3,02 PREPARATION A. Establish lines, levels, and coursing. B . Wet brick having ASTM C67 absorption rates greater than 0.1099 grams per square centimeter per minute. Use wetting methods which ensure that each ma.sonry unit is nearly saturated but smi'ace dry when laid. During fi'eezing weather, comply with the recommendations of the BIA for wetting. C. Except for absorbent units specified to be wetted, lay masonry units dry. Do not wet concrete mas011rj units. D. Install flashing when indicated. Seal watertight to back-up. Lay end joints a mipimum of 152.4 l1Lrn. Install weeps above sill flashings, spaced at maximum 1.22 111 on center horizontally. 3.03 IJ\.TSTALLATION A. Build masonry construction to the full thickness indicated. Build single-'li'Yihe walls to the actual thickness of the masonry units, using units of nominal thickness. B. Cut masonry units with mas amy sa\vs to provide clean, sharp, unchipped edges. Cut units as required to provide pattern shown and to fit adjoining work. \X/here cutting is required, use the largest size urrits possible. Provide 100% solid urrits where webs would be exposed. r '-'. Layout walls in adva.llce for accurate spacing of surface bond pattems, with uniform joint widths, and to properly locate openings, movement-type joints, retums, a..l1d offsets. D, Lay masoruy plumb and true. Provide comers and angles square, with courses level, accurately spaced, and coordinated with other work. Use double lines at multiple wythe \;valls. E. Pattern Bond: Lay exposed masonry in running bond with vertical joint in each course centered on units in courses above and below, bond and interlock each course of each wythe at comers. 1. Provide stack bonding, soldier courses, and rowlock courses where Lllmcated. F. Lay face brick and other solid maSOlliy units with completely filled bed and head joints. Butter ends with su1:1icient mortar to fill head joints and shove into place. do not slush head joints. G. Compress and cut joints flush for masonry walls which are to be concealed or to be covered by other materials. 34-98-186 if;; 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 04200-7 BRICK MASONRY H. Tool joints in all exposed masonry work to a concave joint. 1. Rake horizontal and vertical joints at center scored concrete masonry units. depth to match scored joint depth, 1. Remove masomy units disturbed after laying; clean and reset in fresh mortar. J. Step back unfinished work for joining new work. Rack back 1/2 unit length in each course; do not tooth. Clean exposed surfaces and remove loose masonry units and mortar prior to laying fi'esh masomy. K. Provide interlocking masomy bond in each course at comers and intersecting walls. L. As the work progresses, build in items fumished by other trades. Fill in solidly with masomy around built-in items. 1. Provide solid masomy bearing for all load-bearing members. Provide solid masonry units or hollow units filled solid. 2. Take particular care to embed conduits and pipes within concrete masonry with out fi'acturing exposed shells, and to fit units around switch, receptacle, and other boxes set in walls. v\There electric conduit, outlets, switch boxes, and similar items occur, grind, and cut units before building in services. 3. Install anchors and nailers for related built into masonry work. 4. Install reinforcing steel and grout where indicated. comply vlith dra\ving details for reinforcing steel size, spacing, and grouting. M. Veneer "Valls: Tie exterior veneer \vythe to back-up with individual metal ties built into back-up walls. Space ties every three brick wythes veliically. N. Anchoring Masonry Work: Provide anchoring devices of the type indicated, 1. Anchor masomy to structural members where masonry abuts or faces such members to provide an open space not less than 1.27 em width between masomy and structural member. Keep open space free of mortar or other rigid materials. 2. Anchor masomy to structural members with metal ties embedded in masonry joints and attached to the structure. Provide anchors with flexible tie sections. Space anchors not more than 610 111m O.C. vertically and 914111m O.C. horizontally. 3. Anchor veneers to concrete back-up with dove-tail anchors. 34-98-186 C9 I 999 Boncstroo, Rosene, Anderlik & Associates, Inc, 04200-8 BRICK MASONRY O. Provide vertical expansion, control, and isolation joints in masonry where shown. Build in joint fillers and control joints where indicated. 3.04 CLEANING A. Remove and replace mas0l1.ry units which are loose, broken, stained, or othenvise damaged, Provide new matc,bing units, install as specified and to eliminate evidence of replacement. B. Brick Masonry: Clean all exposed brick masonry. Cleaning agents and methods shall be acceptable to the Landscape Architect. Before applying fulY cleaning agent to the entire wall, clean a sample wall area of approximately 1,86 m2 in a location acceptable to the Landscape Architect. Do not proceed with cleaning until the sample area has been approved. Protect all stone, metal lintels, and other corrodible parts. Dmnaged materials and work replaced at Contractorls expense. C. Acid cleaning of masomy not permitted. Install and protect installed m3Sorny so that acid cleaning is not required at completion of the work. D. Upon completion of the work, remove from site all excess materials, debris, tools, and equipment. Repair damage resulting from unit maSOlli)' work operations. 3.05 GRAFFITI GUA.RD A. Apply Graffiti Guard according to ma.nufact1.1i.'(:,r's specifications. A manufact'Llrer's representative shall be 011 site for the initial application. 3.06 MEASlJRElvillNT AL\r:D P A YIv1ENT A. A Bid Item has been provided for "Blick Columl1s" (Small CL.lld Large). Measurement will be each for columns, in accordance with the Dro:wings. Payment will constitute compensation in full for installation of the fomldation, brick veneer, precast concrete cap and gTaffiti guard. END OF SECTION 34-98-186 iid 1999 Bonestroo, Rosene, Anderiik & Associates, Inc. 04200-9 BRICK !vIASONRY SECTION 05500 MISCELLA.NEODS METAL ITEMS PART 1 - GENER.AL 1.01 SECTION INCLUDES A. This work shall include the fabrication and installation of the parking lot buffer railing (omamental railing). 1.02 RELATED SECTIONS A. Section 02411 Foundations for Minor Concrete Stmctures. B. Section 04200 - Brick Masonry. 1.03 REFERENCES A. Minnesota Department of Transportation "Standard Specifications for Construction", 1995 Edition O'vfuJDOT 1995 Spec.): 1. Section 2471 - Structural Metals. 2. Section 3308 - General Requirements Structural Steel. 3. Section 3336 - Aluminum Wrought and Extruded. 4. Section 2478 - Zinc Rich Paint System for Metal Structures. 5. Section 3520 - Epoxy Zinc Rich Paint System. 6, Section 2476 - Paill.ting Metal Structures. 1.04 DEFTh11TIONS A. Ivletal fablications include items made from iron and steel shapes, plates, bars, strips, tubes, pipes, and castings. 1.05 QUALITY ASS1JRlu"JCE A. Materials and methods of construction shall comply with applicable standards from: 1. American Institute of Steel Construction (AISC). 2. American Welding Society (A WS). 34-98-186 iQ 1999 BonesLroo, Rosene, Anderlik & Associates, Inc. 05500-1 MISCELLANEOUS METAL ITEMS 3. American Society for Testing and Materials (ASTM). 4. National Association of Architectural Metals (NAAJ\1M). B. Preassemble items in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations, Clearly mark units for reassembly and coordinated installation, 1.06 SHOP DRA\VINGS A. Submit shop drawings for approval by Landscape Architect prior to fabrication and constmction. Verify all dimensions on site prior to preparation of shop drawings. 1.07 PROJECT/SITE CONDITIONS A. Coordinate installations \vith the representatives and other trades on side. B. Install railings as illustrated in the drawings. PART 2 - PRODUCTS 2.01 MATERIALS A. Ferrous I\1etals: 1. For fabrication of miscellaneous metal work which will be exposed to view, use only materials which are smooth and fi:ee of surface blemishes including pitting, seam marks, roller marks, rolled trade names and roughness. B. Steel: 1. All steel channels must meet ASTM 36. 2. All steel pickets, posts, and top rails, must meet ASTM A500 standards. 3. Railing Post Caps: Manufacturer: Lawler Ivlachine and Foundry Co., Inc. P.O. Box 320069 Binningham, Alabama 35232 Ph: 205-595-0596 :Model # 809 or equal to fit over 101.6 mm (4") square post. 4. Brackets, Flanges and Anchors - Cast or fOffi1ed metal of the same type material and finish as supported rails, unless otherwise indicated. 34-98-186 !rJ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 05500-2 MISCELLANEOUS METAL ITEMS PART 3 - EXECUTION 3.01 Fll\1JSH A. Finish: All components shall go through a 7 stage po\vder coating process. 1. Rinse and clean with clear water. 2. Phosphate wash to etch and seal the surface. 3. Rinse again with clear water. 4. Apply appropriate powder coat primer. 5. Oven dry components prior to powder coating. 6. Apply polyester powder by the electrostatic spray process to a thickness of 2,5 1\1ILS (O.06531mn.) Oven heat metal at 450 degrees for 14 minutes. B. ~. . "1 F'i ., l'lDlSl1l......OlOr: 1. Black, Federal R.AL 8022. 2. Available Through: Columbia Cascade Company 1975 S.\\7. venue Portland, OR 97201 Ph. 503-223-1157 3. A sample paint chip will be provided by the Landscape Architect. 3,02 MEASUREMENT i\l'-.TD P A YIvIENT A. A Bid Item has been provided for "Omamental Railing". Measurement will be in meters. Payment will constitute compensation in full for fabrication and powder coating the railing and associated components, installation of railing post foundations, erection of the posts and panels, and touch up painting. END OF SECTION 34-98-186 !rJ 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. 05500-3 MISCELLANEOUS METAL ITEMS o :::j -< v ::0 o c... m o --i Ul .,. '-l o (n }:. :-u f\:> '-l I ell o <D I f\:> CO o () v ., o Ci)' ~ <D ell f\:> f\:> V :D o c... m o -I Z )> s: 1!1 .,. f\:> :J Q. )> < ~ :J C ~ Z o (n }:. ~ ~ (J) =; ~ ~ P> :J Q. ~ - -< 3 'tJ ., o < (l) 3 g c;; I. 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' I i I i ! : : i I t T i I I I Iii I I i , U' 1_1 I j i : l r I i i I ' i I , i i I I : ! il- I I I I Ul P (J -0 (J 0 fTl -1 7 o C :::; - )> :;v ::Jrp fTl (J 0-0-1 en 0 o 0 :;v o 0 ;;: ::0 If) -ofTlO r Ul I fTl Ul fTl -1 0 6 c Z r fTl ""1 I I I I I I I I I I I I I I I I I I I I I I I )>)>:DOO () '" :::J 0 0 ,~ '" Q. '" ::J S 0 ~ Cll ~ ~.~~ ~ -"" ... ~ C>o g O-oZ O::OfTl ~2~ ~riI 0-10 -{ -0 o (;) fTl :::0 0 ~ "I;5: fTl - oZ cZ rfTl fTlUl o -{ )> "T) CJ c :;v fTl Z o rn en U1 ? S1 ~ ." ~ '< '0 ,::,. ,., '. v. CD C' JPl'l 25 '99 12: 24PM BRP,uN INTERTEC 8RAUr~r INTERTEC ~~. t~ ~r 'Or<' \Q c;; o '';:;:: ~i- ....~b;1 )( (jJ l it ...., ~I ~r ~ ~L Gl1 ~I ~ 1= 10_0 I I i I Water not observed while drilling, I . I I 1 Boring then backfilled. I I I I I I ! i I I I II I EJ.'\ID OF BORING. f- I lOG OF BORII\AG P.2/7 BOR.JNG: I LOCATION: I See :attached slW:ch. DATE: 1111199 I BPF PROJECT: BABXm9~99 GEOTECHNICAL EVALUATION Street Realnstruetion Wmnetka to Zealand Avenl~e and 42nd Ave. No. New ~ Minnesota CREW CHIEP: S. M~ ME11l0D: 3 1/4' HSA Autohmr. Elev. > I Depth. ASThf D~~tion of Materials feet feet Symbol (ASTM D2488 or 02487) I 0.0 I P-Sl\;l-;: 'II'~' 4 inches Bituminous over '1 1/2 inches Concrete I ' ::. f: Pavement ~Yer Poorly Graded S2.Dd with Silt, -L 2.0 ;. r. brown. mOISt. \ c_ Wj LE..A..N CLAY, brown, rtlois"... 4.0 . ~ sc .- ~'. CLAYEY SP-.ND, brown, moist. f'-:~ I:~ j;.....: g.,::::: t%! ~~~/Y':: f4~.\ 1;:.:::11 l ~ ~ ~ I m - ~ ~ J ~ II ~I JI I l B-1 SCALE: Tests l' = 4' or Notes JA"l 2S '99 12:25PM BRAUN II'ITERTEC IIRAUHA ..... INTERTEC PROJECT: B~..:mr-98-899 GEOTECHNICAL BV ALUATION Street Reconstruction Wmnet.b. t4> Zemand Avenue $nO 42nd Ave. No. New Uo~ Minnesota CREW CHIEF: :So P~y METHOD: :3 1/4" HSA Autobmr. I Elev., Depth'l ASTM DescnpuOll of Materials feet ~~o Symbol (ASTMD2488 or D2487) l' l:.:. 3 ID.(',hes Bituminous Pavtanel\t over 13 inches h. ~ 0nerete PaYe~ent over Poorly Graded Sand ,vith I t.~II{l Silt, brown, mOlst -j I 3.0' q'i. ! F.ILL ~;:d'l FILL: lliiO,:,"'tly Lean Clay, black and dark brown, '1!,'r 111111 wet. J :~ I : I, .1 ~ ',Ii ~:l:'}j fIt I! ~ I<~ c: el ~ ~ i~r 'is t'j , t: o ~ IlS ~ ~ o 15 I: ~ (\) i- ll) :;:. -== )~ !t l I ~ L P.3/? LOG OF BORING BORING: LOCATION: ! See ~ehed sketcl1. B-2 DATE: or Notes SCALE: I' ;= 4' Tests LEP,N eLA Y, light gray, moist. 10.0 ~I ~I II 11 ~I JI JI I II \1 j ~ 11 I I I I I I I I I I I I I I END OF BORING. Water :not Ob....~IVed while drilling. Boring then backfilled. l>.., _....~ 1 ^~"i.! JRN 25 '99 12: 25PM BRAUN INTERTEC BIlAU"r tNTERTEC P.4/7 lOG OF BORING PROJECT: BABX-98-899 GEOTECHNICAL EVALUATION Street Rec{lIistr-~()n Winnetka to Zeala."td Avenue ~d 42nd A'r;e., No. New Hope., Minnesota BORING: B-3 LOCATION: See ~ched sbteh. Il'l C Q .... = .~ J::\ ,,!';I GJ '0 ~ ;;:; " ;;; w >: <<l -m- ~ " - &t il EI- i~ J- 01 tel ijJL..,. QI ~r I CREW ChIEF: S. Mcl= I .MEIHOD: 3 1/4' HSAAutohmr. I DATE: 1I11l99 IscA.L:S: 1. = 4' Ei.ev..j Depth, ASTM D~tion of :Materials !BPFF Tests NoteS f~t feet Symbol (AS 1 :.02488 or D2487) or 0.0 I ~P-S:M' =-Il 4 inches BituroirlOUS Pavement over 7 inches 1 I , I t 1 0 I ':::.: ': C:~crete :ave~ent over Poorly Gl:aded Sand vAm - I 1 I -- (I ... Ii-. SiL, brow -. mOIst I I I I CL I LEAN CLAY, btown, moist J I I ~ I I ' \ I I l I ~I ~ II I I I I I I I 11 .~ j i I ~ I ~ I ~ I 10.0 I I I-END OF BORING. ~ .L I I I Wale, not ob=ved whi1e drllling. J I ~ I I I I I I Boring then backfilled. I I I I L I I I J I j' I I ~ I I l' I I L I -1 \ I I L I -j ! L I I i i ~ ~ I i I l I I I I ~ ~ I I ! j - I I I I I i . ~. .. ....- "".,) I I I I \ I I I I 1 I JAN 25 '99 12: 25PM BRAUN INTERTEC BRAUN~ iNTERTEC lOG OF BORING P.5/7 PROJECT: BABX-98..s99 GEOTECHNICAL EVALUATION Street Reconstruction 'Winnetka to Zealand Avenue atld 42nd Ave.. No. New Hope, Minnesota CREW CH:J:EP: B. Peikey MB1'HOD: 3 114" HSAA~.tohmr, Elev., feet I l- tJ~ r;:: (;) ~ (:l '> al .. .r:J .Q C;1 '5 tn I: .Q 1; h: .s! 63 i '0 c E "" lD Fe ID :;. ';:: "l:::: C-' 1fI It) 01 Q) ~~ ~ r 5.0 I CL 7.0 9.0 10.0 Description of Materials (ASTh1 D2488 or :02481) CLAYEY SM"D, brown, frozen to 2 feet then moist. LEAN CL.o\.Y, da.tk brown" wet. LEAN CLAY, brown., wet. LE.AN CLAY, light brown, wet. ErID OF BORING. Water not observed while drilling. Boring then backfilled. I I I I SQRIN'G: LOCATION: See at.tlIched sk&h. DATE.: 1/11199 BPF iL J ~ ~ i I , II II '1 t I I ~ ~ ~ ~I B~4 SCALE: 1" = 4' Tests or Notes I I I I I I I I I ! I I I I I i I i i ! I \ JRN 25 ' 9S 12: 25PM BRAUN INTERTEC BRAUHr INTERTEC P.6/7 lOG OF BORING PROJECT: BAllXa9s..s99 BORING: B-5 GEOTECH:NICAL EVALUATION LOCATION: Street Reconstruction W'mnetka to Zealand Avenue and t~ll!fl A:'f!e. No. Sea a~f:d sketch. New HGpe, l\Ii...mnesota CREW ,CHIEF: B. Pelkey M.l!ITIOD: :3 1M' HSA Aurohmr. DATE.: sc.4J.:E: I" :; 4' I EJev., I Depth, ~TIv1 Descr1:'p'oon of Materials Tests feet feet Symbol (ASTM. D2488 or D2481) or Notes 0.0 I I CL :LEAN CLAY, brown, noren. L I ~~ l~ !~ -I Q fIj l: .2 "t; ~ \l;j ~ it -r o c:: lr ~~'- el) ~ ~ ~ -, iL OJ eL ~L ~ I i- ~ 2.0 0 CL ~ LEAN CLAY, brown, moist 1 ,~ I ~ .1 11 ~1 ,! =II II l CLAYEY SA_i\ID, brown, moist to wet. ~I ~I ~' I 1 I I I I 1 I I . I . I I I . ----L.L.1 ~' jl II l I JAN 25'99 12:: 2:6PM BRAUN INTERTEC BUUN" - INTERTEC I- L I ~~ i~ .01 ~r o Ib c: o '; to C Ji: )( W !I.. (} "l- t @l- I i ]1 I Q.lf--, I bl, :~ . (fJ1 r I I l- t- I ! B~X-98-S99 P.7/7 LOG Of BORING BORING: LOCATION: See ~ sketcil. I DATE.: Description of Materials (ASTMD2488 or D2487) FAT CLAY, gray, wet. I PROJECT: BABX~.9g..899 GEOTECHNICAL EVALUATION Street Reconstruction Wmnetka to Zealmd Avenue and 42nd Ave. No. New Hope, Zv.'fumeoota CREW CHIEF: B, Pe1k9}' MlITHOD: :3 114' HSA Autohmr. Elev., Depth,! ASTM fe.et feet _ SYl'nbol 0.0 I OL f ., QRG.A.mC CLAY, black, frozen. I ~':I: I ~ II! i I III 4.0 I ! 5.0' OT- 1;111 ORGA.l"ITC CLAY, black, wet. CH. 8-6 sc..>'\LE: l' = 4' BPF I 1L I 1 I I I I I I I i Tests Or Notes I I I - I i Jl ~I LEA1'\I CIA Y, black, wet. END OF BORL..~G. I Water not observed while drilling. Boring t.hen backfilled. I I I I I I ! jl I I I 1 I I ~ I I , I I I 11 I I I I I I I I 1 11 I I I , I I i I I i I I I I I I I I I I I I I I I 1 1 I I Braun 1ntert~ - 1/14/99 B-() page 1 on 10'0" -I I I T 40'0/1 I I I I I 1 I I -r-36/O/l I r-33 ' 6" r- 27 ' 0" ~ -- a,. T 0 --- ~_ 19/6" t I I I! III II '19'6" ~\ 6'0" Wi 1::_____.1 I' :. n )1 --__ ~ L::::J - '1\ '.. 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ShieLD. known to me to be the Attorney-In-Fact of Ppprl pss TnSl1ranc;p ComnAnv , the corporation described in and that executed the within ana foregoing instrument and known to me to be the person who executed the said instrument in behalf of said corporation and he duly acknowledged to Il.1e that such corporation executed the same. - >~~ / 1'._ /)\/)/l 1. I -:;~{)_/2/!)'-tl/lC( j L//. 6 .!Z:!:.~Lce2-'7 1!l~JW\N\i';NV\N\t'\I'J\I'..M.MfVV\MMj\l!i ~ BARBARA A. MULCAHY I S NOTARY l"U8LlC-lilNNESOTA :? HENNEPIN COUNTY ~ !~y Commlsslon EJ.p!iilS Jan. 3f. 2000 :d~/VV\N';j~"V\:'AAJ\NVIJVVil;,i\lV\Nli& .' '~'..' . """ .~ "." ~.; E ... ". 0 . ... ...... . "., ..' } [-} .............. ................<} . .....; .... ..................\.~J~f~L~1vE~~~t~.Q;~~~~~~'~SHI~~;6r1~1fi .'I ........ .......'.'<..)CJ i\.l..}H .~~nV~~LME~'."13Y1'~~~~~RES.J!:NTS;..T~~tfeefl~ilAs~rarices()nlPWliaIj~i~T~e.~e.th~r]itild~Wui~~~.e.'C:?mpim~;e~t.~p~iRg~~;\y...i.., tIan:ipshir~ So~porationlJirvin~ itspril1cipal offiCe in tile City ofl{eene'Couqt)iof Cl1esl1ire,S i~teOf }'qe,yHampshire d()! cl{je!).herebY~ake,~ori~tlt\1t~ arlcl appoint:****MeredithF;Shian;Nathafl ~;Espe; Ann Higgips; Janet Bt)yington*;I:*"::. .... ... ... . ........ of Minneapolis in the State of Minnesota their/its true and lawful attomey(s)-in-fact, with full power and authority hereby conferred in theirlits name, place and ~tead, to sign, e:-;ecute, acknowledge and d~liver in t\1eir/its behalf, and as the~r~its act ane! deed, without power of redelegation as follows: bonds, undertakmgs, recogmzances, contracts of mdemmty, and all other wntmgs obligatory in the nature thereof; unlimited as to Dollar Amount: and to bind the Company(ies) making this appointment thereby as fully and to the same extent as if such bond ordertaking was signed by the duly authorized officers of the Company(ies), and all the acts of said attorney(s), pursuant to the authority herei are.hereby ratified and confirmed. AUTHORITY FOR MAKING APPOINTMENT OF ,UTOR Section 7 of Article 3 of Bylaws of Peerless Insurance Company, as amended l'vlay 30, 1997, s esident(s) and Vice Presidents(s) of the Company's Bond Profit Center may appoint and remove Attorneys-in-Fact and ass' priate such duties, powers and authority as may be advantageous to the Company including the execution and a ognizances, contracts of indemnity, and all other writings obligatory in the nature thereof and other document.~..on ver to redelegate such authority." Section 9 of Article 5 of Bylaws of The Netherlands Insurance Com.,~s a une 16, 1997, states: "The Senior Vice President(s) and Vice President(s) of the Company's Bond Profit Center ma~ipl1 eys-i t, and assign to them and revoke as appropriate such duties, powers and authority as may be advantageous to th:j:<h111P~E)Y""f1;1C and attestation of bonds, undertakings, recognizances, contracts of . indemnity, and all other writings obligatory in the.,rnftur BreoC.. on behalf of the Company with power to redelegate such authority." !~JSE 'CSI:\ SIGNATURES v ls.ma eptirsuant to Resolution of 9!~.!murance Company is m COMPANY MA The company making this a s i led by an "X" in the boX'( Company and The Netherla r,\pce Company to use this. meint both Companies, if so indicate\Vitness Whereof X PEERLESS INSUR~NCE has/have,.caused these presents to be~igned by its Vice of June , 19~. of Directors of Peerless Insurance Company, dated o. esolution of the Board of Directors of The Use of facsimile signatures by April 28,1988. Use of facsin . Netherlands Insurance Conyp 'T e space\pro\'ided below. It is the intent of Peerless Insurance t of Attorney(s),in-Fact for either Company designated, or for NETHERLANDS INSURANCE COMPANY e Seal to be hereto affixed by its Secretary, this 25th day Vice President THE NETHERLANDS INSURANCE COMPANY I J' /). . .. ... .. . .(l... ""\,ut~"rl',, )/2 /'"J ~ )~"- ..~~.~, /" r <..P'-' ~ - . [{("'1978 "'\~~ Vice President t~\ /Ii ..." ..... ..... $ .., ~h'~~ "";",."",,....... By: PEERLESS INSUR4.NCE COMPANit. By: a. ~/~ Attest: tJJff)C Attest: tJJff)C Secretary Secretary STATE OF NEW HAMPSHIR COUNTY OF CHESHIRE The foregoing instrument was acknowledged before me this 25th day of June , 19~ by Matthew W. Klimczak, Vice President of the Bond Profit Center of Peerless Insurance Company and of The Netherlands Insurance Company and William L. McCague,lI, Secretary of Peerless Insurance Company and The Netherlands Insurance Company. NeVi Hampshire Corporations, on behalf of the corporations. My'~~~'"ic'~p''''' ~ tp.~~ Notary Public ....~.r-~. l1-o....-.:~!'(;o.. l*~~.~:~;:J1 y.:i;;;...~-~s"'~V >~W.... GORDON L. JENSEN* WILLIAM G. SWANSON STEVEN A. SONDRALL MARTIN P. MALECHA C. ALDEN PEARSONt DEAN A. TRONGARDt JULIE A. THILL OF COUNSEL LORENS Q. BRYNESTAD .Real Property Law Specialist Certified By The Minnesota State Bar Association tQualified ADR Neutral JENSEN SWANSON & SONDRALL, P.A. Attorneys At Law 8525 EDINBROOK CROSSING, STE. 201 BROOKLYN PARK, MINNESOTA 55443-1999 TELEPHONE (612) 424-8811 . TELEFAX (612) 493-5193 E-MAIL jss@jsspa.com May 14, 1999 Valerie Leone City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 RE: 42nd Avenue North Street and Utility Improvements City Project No. 547 Our File No. 99.10,000 Dear Valerie: Enclosed please find four copies of the contract and bonds for the above- referenced project, as well as the certificate of insurance. All are in order from a legal standpoint. Be sure to call me if you have any questions. Sincerely, l-,j W4 //1 I fi .11(\ K' "t, . i., '. t l/'i /) r, . v:JYIJ L. i... / ICI)LG/L Martin P. Malecha Assistant City Attorney cc: Daniel J. Donahue, City Manager Kirk McDonald, Director of Community Development Tom Schuster, Contract Manager Mark Hanson, City Engineer Steven A. Sondrall, City Attorney I ACORD Producer: W Certificate of Insurance Issue Date: June 9, 1999 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Willis Corroon Corporation of Minnesota 4000 Olson Memorial Highway, Suite 300 Minneapolis, MN 55442 I FAX: (612) 588-1910 Phone: (612) 302-7100 Contact: Kathy Warner/Corry Orvis I Insured: I I I I Rogers, MN 55374-9461 I Company Letter IDl I I Coverages I I THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY I REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO Policy Policy , L TR Type of Insurance Policy Number Effective Expiration I Date Date ~I General Liability I I I A I I I I I I 10 ~I Automobile Liability I I 0 Any Auto I I 0 All Owned Autos I I 0 Scheduled Autos I B I 0 Hired Autos I I 0 Non-Owned Autos I I 0 Compo 250/1000 Deductible I I 0 Coil. 250/1000 Deductible ~I Excess Liability I B I 0 Umbrella Form I I 0 Other than Umbrella Form WORKER'S COMPENSATION I I AND EMPLOYERS' LIABILITY i C I THE PROPRIETORiPARTNER 01NCL I I EXECUTIVE OFFICERS ARE: 0 EXCL r--I Other I I I DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS "REVISED" Re: 42nd Ave. No. (C.S.A.H. 9), Street and Utility Improvements, City Project No. 547, Hennepin County Project No. 9622, File No. 34- 98-186 A; Hardrives Job #61869. It is hereby agreed that Hennepin County is included as Additional Insured under the General Liability and Automobile Liability policies as respects work performed by the named insured. Hardrives, Inc. 14475 Quiram Drive I I COMPANIES AFFORDING COVERAGE I Company Letter IAl Transcontinental Insurance Company (CNA) I Company Letter IBl Transportation Insurance Company (CNA) I Company Letter ICl Valley Forge Insurance Co. (CNA) Limits 0Cornmercial General Liability o Claims Made 0 Occur. DOwner's & Contractor's Prot I I General Aggregate I $ I Products-Comp Ops Agg. I $ I Personal & Adv. Injury I $ I Each Occurrence I $ I Fire Damage(any One Fire) I $ I Med. Expense (Anyone Person) I $ I Combined Single Limit I $ I I I Bodily Injury (Per Person) I $ I I I Bodily Injury (Per Accident) I $ I I I Property Damage I $ I I I Each Occurrence I $ I Aggregate I $ I I GL 162775310 01/01/99 01/01/00 SUA 162775288 01/01/99 01/01/00 CUP162775307 01/01/99 01/01/00 WC162775291 Statutory Limits 01/01/99 Each Accident i Disease - Policy Limit I Disease - Each Employee I I CERTIFICATE HOLDER I 2,000,000 1,000,000 1,000,000 1,000,000 50,000 5,000 1,000,000 I I I I I I I I 10,000,000 I 10,000,000 I I I CANCELLATION I I I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. City of New Hope AUn: Valerie Leone 4401 Xylon Avenue No. New Hope, MN 55428 I I I ACORD 25-5 (7/90) Hardrives Rogers I AUTHORIZED REPRESENTATIVE I /?7~ ~ I I ACORD Producer: ttt '{'it Certificate of Insurance Issue Date: May 5, 1999 Willis Corroon Corporation of Minnesota 200 South Sixth Street, Suite 1600 Minneapolis, MN 55402-1436 I FAX: (612) 333-9149 Phone: (612) 333-3182 Contact: Kathy Warner/Corry OlVis I Insured: I I I I Rogers, MN 55374-9461 1 Coverages I THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE L1STEO BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO Policy Policy L TR Type of Insurance Policy Number Effective Expiration Date Date THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE Company Letter IAl Transcontinental Insurance Company (CNA) IBl Transportation Insurance Company (CNA) rcl Valley Forge Insurance Co. (CNA) rol Hardrives, Inc. Company Letter 14475 Quiram Drive Company Letter Company Letter Limits II General Liability 1 1 1 A 1 [RJCommercial General Liability 1 1 0 Claims Made [RJ Occur. 1 1 0 Owner's & Contractor's Prot 1 10 r--I Automobile Liability I I [RJ Any Auto I 1 [RJ All Owned Autos 1 I [RJ Scheduled Autos I B 1 [RJ Hired Autos 1 I [RJ Non-Owned Autos 1 I [RJ Compo 250/1000 Deductible I 1 [RJ Coil. 250/1000 Deductible r--I Excess Liability I B I [RJ Umbrella Form 1 1 0 Other than Umbrella Form II WORKER'S COMPENSATION 1 I AND EMPLOYERS' LIABILITY 1 C 1 THE PROPRIETOR/PARTNER IRlINCL 1 1 EXECUTIVE OFFICERS ARE: 0 EXCL II Other I DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS Re: 42nd Ave. No. (C.S.A.H. 9), Street and Utility Improvements, City Project No. 547, Hennepin County Project No. 9622, File No. 34-98-186 A GL 162775310 01/01/99 01/01/00 General Aggregate Products-Comp Ops Agg. Personal & Adv. Injury Each Occurrence 1$ 1$ 1$ $ $ $ $ 2,000,000l 1,000,000 1 1,000,000 I 1,000,000 50,000 5,000 1,000,000 Fire Damage(any One Fire) Med. Expense (Anyone Person) Combined Single Limit Bodily Injury (Per Person) SUA 162775288 01/01/99 01/01/00 $ Bodily Injury (Per Accident) $ CUP162775307 01/01/99 01/01/00 1 I Property Damage 1 I Each Occurrence I Aggregate I IXXl Statutory Limits 1 Each Accident 1 Disease - Policy Limit I Disease - Each Employee 1 I I I 10,000,000 I 10,000,000 1 I I 100,000l 500,000 1 100,000 I I I WC162775291 01/01/99 01/01/00 I CERTIFICATE HOLDER I City of New Hope 4401 Xylon Avenue No. New Hope, MN 55428 I CANCELLATION I 1 I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. I AUTHORIZED REPRESENTATIVE I ~7.t ~ 1 ACORD 25-S (7/90) Hardrives Rogers )Jdcr. 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"H'H"H~g(929.Db) '_ ie'H" MA~K 28.).1:) ,'7 i:-IDE HYORAN I C' ' , . TOP NU I , "-4. ?nd...AV'-H . C' QUADRAN.L'H'_. . ...NL....O.. AQ. UILA AVE. AN . I .07:::- "'" ~ ,~ ~ Ic'l@ .-l,:;::;;;# I TR!::E REMOVAL I Ti~E::.TRb~SPL~NT .J ""'1- . ~I~ :,.'X.U';" .. . ....:. '< - C'N ~I un?I.. ---------------------------------------------- ----- --------------- - ------------------ ---------------- ----------------:....._----------------- -- , 1 , G'I: NI ~l "'i ;--.1 61 -<::1 cii ~, r-:I ~, COi -, 0:, aJ! N\ 0: aJ! C".~! ~, CI COI (\.:i co, co; ':--11 .......~! Nt 1 +580 i +520 i +600 _: ~! 011 ~~ "': C1i ~j en! ~j ~! oil .......j C';! ~i cil ('..,1 ('"'Ii d t..~i ?21 C'"i; , ..........i .~; en! ;--"'f ':'';1 ~~ en! l""--i N: O'l~ ~i O'll i........: '0J! -I "'"~J 011 i"'--: C~I "" i";; GlI .......: r-J1 i'! 01 ., 01 co' N! 1 +500 "1 -520 1.,.480 \ . 4;:;n~ ~nq r- C::A,:P. '7 /-Ov~ v.-.J. 1 +560 1 +5'~O >- ,.... i--" 2 ;.[1 ':J 0 z 1 ": ", ~! u \....! .~.,;; -~ .-, 11'9/52 ,,:8 I NOTES: j. All wctermain shall have 2.3m -----1 mini.r:num .cover.(Overdepth incidental). LEGEND 1 2. Lococlon 0; new irrigation ser/ices and LANDSCAPE AREA.S I casing to be determined in the field. ;1 i-.-J ~-:,:_ ,0 BE WA~E~E~ ISj a i '-W,""-.'. // \ 'i (, ..' t~~:~;," ;~f; Ii: i i ik,C) · a ~ i;=: " / 'c _._ '-1 ...______ ,. :.// :,' , '.. ~ __I I . " !() ,.------ -I, . \.-ONNc..CI 'v I ;. !: :~~~/ i,'./ .~roT'w'es'~::::~:'~.:--;:--::~''"'' ~ ~ I C ,'-- "I :.:::::::. ,_ \E.{. .'11:10,1:" W/' ___ - i , !' ' ;~~,. "11" , ;;l 'v1arr"",-ro J --..- n' ,:JOmm"x'-l-5,"mm-.'.,c.-;;;~ I ~..... ~: danK ~~_ ~jli : l~ ,~u""r"'"" ~.....-. _P-', ',u______ PLUG EA.S1: FNO I " ,:~/ .' 18 '1<=> 2 -'..' I ~ ,-=1c:;:nK ,...." ~ ....--.- q;" -- _ 1- ::.// :,: -, <r 1-12-000.;:"" I l~ -/' 1 -..., ".--... i c......c.:::",m-I_umm DIP Cl -- j ---l. ';' : - Jt 9--'~"~--,' 'G.-9:' ,@:s:18-115-21-11-0012 1 -i--t ..""'1 /DOLycoWVI ::-NC' "ID'D I' '-;;\ ;<0 / _ ,1 ': ;1 :; ~~ j:"l ! ~ -..-. - - ~....-.,...., r'--":: 1 :'~.50,;~'~n G":'.T""i'~AL~/r:- A~i~~'Qox ):.;:1 I'; ~~:.: 0 ;r.'V,.~~. ~~! i'l : ~ l~ ; j:~"~""io~~:m. ' : - =tl::::::::~ ./ rlY'(:6~AiT'! ,~' ~ I I (I...... _"_",,,,~_~,,"~u"'.____ ''0;>' A,' , l'~' .4]' "I ~_..... .. ~ j -i......u______.._..__.. H F I:'" :1 L...............,l .:::.:.u":: / .~.~,m._~'d:;~...],:l ; I': 1 J ,:;~: : '~ I: "_.__n _(..J i---~_U . ;' /--;' " ,.' ~.~. I' r!'jD :1'. j:,.; - ef ~: ':20.,1, U1j' , il/~-~----\.-....,.-----.-'-. ~ ,--j ~h..'.' " 1'+<1.50/ -;/ ":' 'I .../ .',. ; 1 . -" '; ,,~_ ,c' ~,----" I~IS,TAL' ~ -i i': .,.,:. ~ --11_ '::1 : iN' ~ 55m-AO'ffirT1TfPt' K -~ I ~:%-...: :.. I ,.1....: '. ' .. _ .-----,.- -: :::::.~' a : -= = / -., COPDC'R ''1A''.??<' S-RVI? ,ur:;;l-100mm I ..~~.;;:~:.~;:::.,..._-:..: "_ ......::. .. _:.: ~ X:),: : E7 :" ;;~ ''::~_:' ,-' '. -co ~ ,~c. y PV~;CHr:nUI::- ~O ;-._ -:::::::._"';:"'"--= ::.:;;-, '.;..., ..... ...' " '.} : ' .'::t:=:. .;;.~; ~I wra:Dmm---pJ~i071-----: 0 r'A""'-IC- Pla-:- .~-~._~~~ --- -------_.::::::::.::.::...::::.::.= ---- ---------.::: - - ,:'''.".:.:=......;. :>0 ':";'::":'''':::,i:::;~::::t/ ........ :> Z ~ '~~' 1,1 ~'-~\~ - - - - -4 -=.,--~;:~--;~--~~~; .:~~ ~ ~ == ~ : ,. ';\ : \ '" I ~ v l.. c.. "i ...--- ;-,' -,' : I ,! '\\ I .....---. I<<::::~'\ ---;-:.. ~ ; -TEMPORARY E:;SEMENT LINE Iz ;S::I ! l:~ ;w i' I~ H'; illS !'::1 ~j ,(; ,...3- CONNEcr TO 11: ,'" . I wI- ::X. 'N.M. wi I ; :-:.::~: I 300mm 5.V. & BOX (2) \1:: 1 ;.),: ;,-='--i z \i. 'i i -~n '-(-0 f,r 'I: ;:! ! IZ \: ..-..7.... ".._m. _______ I ~...hjvl71r1 ~,).. mm TE~ f\:l I II.', : I- i : 1 +250 i 300mm...:.gO' BEND .P. ! ~'ii ., i ',j;: ~ : 13: :\ : INSTALL - _ i '-' ,I,; !~.: \'-',-: i ----, '--'-1 10m-l00mm _. i ,.iOm-4.0mm TYPE K, .;'___':, i -L::-:,'!~_ c: ',....:::=..:~ TIe SCHE"'tIt'E' '(J-- ~ --,.._~ : .....-=:--~. COD OCR 'VA-C'R O::;-RVIC-\ o"~.... . -I ' I" : 1 ABANDON \_: '[ ~ ~ _ ' '- ,:"_--"':!. , " _ iJ::: - .: ,:':1 : ','~' t I_~ _c.,_. c. :,6'.p-'--~ ,;'13 i- , ::v== XC" - ", ~i?~!~~i{~:~i::*~iE~~,r~ti~~; .' ..,1.;__,":" _ - ~ - ~ - 0 - - ~ - - -JI 'Ex. 200mm 'N.M. ~:i\'j' i -itJm-jOOmm DIP CL. 52 & BOX PLUG END e ,'~/lpeLYET:;r~~LWRAP._.....- :-=;;==-=-;;'-CC,=~3;:_m=--_==;:=-=-:~~=-~,",'=co.o.;;--,=:=~-~.":~A: - ~ ~J~ ~l -1J- - \ ::.' \--::., ,-:', .Y.;Omm-45'/ BE,'!D (?~c ";:""'-rn--" Ti.! 1 :1. ILO ~ ~TC5:: OF SLOPE 0 I -) ~~ ~~ '"7"--- 1: :; 1 ~ 0 :--. _____ ~.t-:..- ~ ".;... '. . ~. I T::M?ORARY E:.4SC:\AENT UN:: '..;,)1 0 ;ri'~~ o>,<~<~ I: 1m II _... 1 2 1 GDNNEB', TO :;".t- ,r.;;~ .-~ Ii; i i T S2 / ~X,/ 1I.M. wi l \\.\1 i j; ! <( .iD"Omm B.\<;J& pOx:'-r, : :: I' (f)' ; ; 1 ~ . t 'I J "I' . - "" . ::,: : 'V ! q,;.~ : j :l,'j;=w -" '. --....- r---- .-.-- ;-io,oe :\lc.l) 18-118-21-11-0016 '}c[Jono!ijs 18- i 18-21-11-0003 , , \ \ '- cJ GETHSE~jANE -crM~c(Y 18-118- 21 -l:?OClQi.. ,~:~.' <~ c..J / L 9) LEGEND LA.NOSCAPE .A,RE;\S TO BE WATERED ~ ~ ~ !---:#:(. -- ...... 20 i} .J C.SAP. 27 609 23 ~ .(;) :.n ~I -I I 81 'fl ~I 11- ~: l ~I :;;/ l;C: a] ~; :: I ~"l i, I w 1 i" I ~ 1~ I. ' ~j--I~I~i; ,"" Ii' , I I' .'OJ e I ! 1:;1;; 'i/(';I I '" $ !ii 2: I ~ 1 ~ ;'~,2iI25I~!~lj IL~ :/ ~Q== a,~~ ~~~s i ~j ~ <....Vie I ~~!! hd -'<;!5~".'''.!< I ~z:;;< .: ./ ~ 1""0.;; \...J.' ~ ~a~'~ *:e;-::~ 1~':1V'~;~ '~~i~ Ji~! r u"~I_:i ~;~~ '~I! I z j'J., ~ i I , l ~ .~ :3 ,~ ~ ~ ~ o cC:.n '-, e ~~ .;) ~ U)'- ilJ \"l ~ ta~ < a ~~ ~ ~ a::lcc:<:e=:::: ~~~~ ~id~ ~ .j~:r- t.U ~.. zici Oen ;:: <3 ci EZ '" . =...., '-...0 zc:: ,.....,:;;: c.. GI:;: c:: C wu >- <<-: ~ ::>c:;j tf)s~ zen WO >:c - Vl :::r:: << ~ u 3i :>-" i-~ -;t.fJ .::J 0 z ...., >-0 w ~ w;;" c::- tii;:: u ..1-1 ~'" ~I';r 2215? !z i II~ L:~ . <( i' ! i.; !<( U I~ ~~ ',' .".'1" In ,I- l.,;,.)NNEcr TO I', EX. w.\{. wi \ ;:: ..., '-' ., . I'=:;! \!~:.::::] 300mm S.Ii. & BOX (2) l'" [:;;'-=--:.: ,.:::... : \. ;: j: .)- "0 x ,['0 -r-- \ :~;' I I' ;.! r Z 1:-...7..... ~_____ !-:vmm ...,;..mmlt.!:. ,'; ,1..1 :1- \ i 1 +250 : 300m;':"-90;SEND ~ Q! ~;il .ljll j;; ~ ! ,3: II : INSTALL - ~ I Y ,I:; 'I": :'-;--: __' \ .____, 10 100 .in -40 -~D- K --t ~ ' _L'-. -: I " ~.-..: m- mm ...__' I -.1m mm I.. t. \ ~.. '1\ I ;, .-r- i: ,....::::-.:'E nee S'CHB:Fttt.:;:-i.A.(,)-- : --;".,.; E ~-......,. COpOC"R WA-C"R SERVICC\ .' ''"',~c__'i.':I_.\, '" : I ABANDON IE: __+ ~ ':A5iN'G~PtS1~::.~_L::=:::.__"...i~;' E!20~ ~ :w/.iO;m CORPOR~iiON~ l:gT~.~,~!:;tn,Lv'" \ VEx. 300mm '11.\1. ,. ___..__..u_.._____=__ ' .-" -~ --,,-------'-'-'"----"'-..------~---.~-'., 'd' ~. X\ DLUG - 'CH -NO ~~:~~tf::;;r~:~~:~;1~J);"~~~~~:~,~: - - - - ~ - _ ~ -r ~x, 200mm W.M, ~:~.i 'J6}f.'"'-300mm DIP C~. 52 ~~:~--- "'- _=...., ^""'v r- __~ - ,_ (:;)/ I .:. ~ ~~. ~~'!-.' I : j'" : ~ I I ,-M,...OR.~K, :.A::>t:.MtN I LINE \.i:,- / ~" ",' I: : 1 "''', :2 / 2:0NNEii TO "if A'* c.;: li i T ~ r.ET' 'S-'uc, - .~ / ';'/ W M / : ", ;'..,::: " ...; . ...,t. f1 tivT~.Nt. ,~. \~ -^-/ .1. WI . ) ',', "1: ." -.t... -cr.MEI~FY ':i00mm 8.\':8& BOX'" f. : : ; I u5 18-1i8-21-1~OQQl ! / (J I\Jj! L1 "',~ \0 )\'Jr;w - . . -_..._- ;--. - ----- t.:: t :::: ) '. LI riO,De ~\Aclj 18-118-21 -11-00i6 \L.:E)oncids i 8-118-21-1 1-0003 '- ,.-, '.oJ I 1. 9) LEGEND LANDSCAPE AREAS TO BE WATERED NOTt:.S: 1. All watermcin shall hove 2.3m minimum cover.(Overdepth incident-::JI). Location of new irriqation ser/ices and casing to be determined in the field. 2, ~~ ~,-.::. ~ ~ / ...--- .....-' --- 20 ~ C.S.."-..P. 27 6C9 I ::.'1 ~, 01 I~! j ,I I I II I~ I i I 151 ! I,' ,1,.-1 Iii i g;1 511/'l' I~i I I I~I '~I I I j ~'l I j I I ! d' I II jji~ I i ~.I. I ,31~: i ~ , , ' I 0 II g/ gl' ! =1' , ~! ~, ! ...-:" I~! 3'1;;.:!: = I v'I'. 1~1~lul~I;!: 1;, I ' 1- i Ii I '818! ! ~! :;1::1 ~! I, e" / !l/" ~ 1:= : Ii; : i51"1' ~!Ir :11 ! _ 0 ~-;;: i ,0 = ~:~g I ;;f/ ~ i!~~ Jk~,i IZ_~o ~' -I'. I~~~~~I~ '~3~~ . :?i ~ .~3~1'<l'-1~ '1- >"~ :...., d C::l<~1 J.I~l:; :8~~ :;;1 g U~Ai-! g ~:~i~~J --<- '''19 c cO tr) ~'1 o vE ~~.~ b 'J)::::': 10 -:: :n t13g < is ~-g ~ ~ c:lO::<< :I ~fi~ i ~-:;g~~ (",J z~ 001 i= 25.<2 (2"- ,.... . =-, -""'0 zc:: ....-. <: CL G'>::2; c::: 0 wu >- - < ~ 3: a5 if)~~ -.., , u Z C, '--'" L.:..J 0 >:0 <! z ~w W::) Q..z < o ~ v. I <:: c..U o ~ Z N '<t - -" eN ~:l 3: w z E: ':;: ,-"l :::l:i d-0 w,....,.. uJ;;- 0::- 1->- (/)1- u ~.l, ,"~ 23 I 2215'/ i~) !"'.-v 'i; "'I 1 : j I I I /! I I . i I I ~I i J I I-I I / li~1 = I I I ~ I I~I "', I I I;; I . I I ' /"': 111,i!,I. 1 I '" I 1 I ! 1251 ! i J~I I ! I ! !;:;, ~~llgl~ll~i~ i 51 I I :Gr: I~! i J ,,1-1 ,/;;! 'I~UI I i~l~ .~l~l=j~ l-0,3 2:i~'",lt I; - Illt ~:, !~~~~) I~ v -- r;;:;1 I ~i~~ i ~ ~ G ___ .~ jN: I!~~~' ~ ~ !:;3;;~~;:; ~ li!;!~~!I; ~~:;~I~!I ;. l~g:;~~; '" I~a:,=:~ ;f~ ':::!~oc :;=10 1:3:~S ~l~ I 0 ~ l.,"} -~o~ 2 ~~ " I ~QJ-nJ I ~~1i'2 ~ ~ 3-g ~ ~ I COC<:<(< ~ . ~"'=" ~ I~~~g , I ! '/ Kh I ~ ........~ ~ ~ I ! fY ~ ~ i (/) -: I 28" w -< z c:i ..1 U 7U)wC" , Iz0~.;' ! -'-'WO ..127E3 27 ~'T I - ,,;-.. c (',~ N . ~o... I~ ~ o.:u :2 ( '1 -~ xt j::1f;,,;'71 RC Pipe.... \~~.N.. 'J)\I' 'N ~1'1' (~ /. >\.i,~ I ~ t~ '>;<" EM~PARYo '\ I . _!' f ~""'\ ' 1: \~,/! i'~..) I 1ij.:4 ! <;.J <;.J I COf........ I': ..j ::: .': 18-..1118- 2.1-. 1..1_0()Ph_~;'.m.... 'Vi ::1 ..,/ I.i ",,'~ ~.... i.....- , .., <;." . ",m._ : /::;' . . ; I o' ~ fm....:::: \...._ ..;::g-r~J:CE\ ;[v1cr.""':! I~e-lro -<on;"""- i ""m-'J ' . '1-, .'":-'"'>~" ._.'''-.- ~l ~! ; ;: ........, ~__.... I ~ : i i,~ i I I cJ I--~~~~~I f:= ~ om DRAlN"fllE !......- .....J ;.- ,/' i"-- ..---~, I ; ,---' .12-0006; fa oc,'c:, :; I "\"j. I. i: .~! , " . . ;//~~ ;........... " :./~ :..,.../ ;1tS ;................. ..r- ,~.... ~....... -' '.,.' '0./ ~ li...~. ( ~}", .I! ~\<r'L ~/ J iL~ ii, >/j \ ~ Jt:--.::. OJ"INTllE ""',. I , , -12m DRAJN"T1LE RC PIPE 2?.4m-:3]5mm ::;;~ , .' , . :: : l 18tl1 ?-21-12toq?.~:.... ;-_.-1: :-..'"_~.,,~u) , : i 1 I. 17 ;-... T ~ ~ VE. . N ~~\,::~::"il_~__:i~_ "II I \/E 7~ .2m-600mm .......-..-....... ~ ~ ~ ;::c:: 0u10 U'JI!~~ a Oa)Ol "'IC1C:n.o::" 1.0 ~r---:ci +t--..r---.r--. .... NNC"'l -' .,-1 --:1 011 ~! gl C'Ji N: 1 +620 , , , , , ' , ' jr/ " " " " :: " :: " " " ;) ~~ TOE OF \ 1 +532.237 \l . Xylon Ave. .......E3c.se,iif1~. .......... . ..LOW.. POINT.. .t!,.E,\/. .'7.. .47$,3. <38. .... LOW POINT STA = 1 +477.972 PVI S7A = 1+512A~+7 .... ...........100 .OOOrn.VC 276 ftw W::) o..z OW T> --< ... ..I ... ......./.. . I . ~1'0 . ....... ....o:-..l.cn... N '0 <0 c; ~ r:--.. N 274 $: 0 z W N Z <t 272 >- I....... '- '7" :J!.tl ;::: ::::> 0 Z "'-; >-0 Wn:: ~c.. 02: U NI vi cii ~i -ic:J ~i;r; ~!..... -io O1j~ 'en 1Jt"';"" '~::~ v;- O'1!<.o .,<0 U:!11'1 .1.,- ":,,., r-f1t""""! G1!m R!R Clivi 011 . 0: . oi1ci r-tf'.. ~il' i':1~ ~Ig I'!/"'. (,1~N C"J;04 C".:C'.. NIN i\"i 0-ljN -:-.520 1 +500 1+480 oit.O Nle; ttl ~i~ ~!~ ~ I ~,~ ~[~ ~! I . ."'." r-',-- Alp-'-~6D~_~oo_"'812'4 52 \......::L _ . 1./ 0 -' L. PVi ELEV =.279.233 ,"-,D. = 2.066 1C=48:407 Scse!ine Proliie(Des.) 7 ............../.. 'I ...........! , MH 109' RIM 279,171 .:'1+480.0." 9.9m' U. ..:. . . . . ...... ...":":".. iIi ..~I ~ MH 110 RIM 279.7-<3 J +549.2.. 9.9m U. j 1\ 1\ I. , L:i Ii I' . .1:'. .. CL. 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I ~I~,,~.'~I ZI~~~1 ", I '-!..I I Z :::J i ~ '- I ::; ()) i ~ >14:::> < i~< '" 10,;: _ IUj.2 ~ Q)Il.I>-- . \o..l-i X ~:; OIZ""'-oUl O ZOlEO :2 ,-2 QJ I J: c:.... _<i~~ Wuig3 10... . ~~ ~ U Q" L0 I 0 '-" E ; I:z",= ;:;u '1 ~ ~ .s Owe Vl Z IZ~ Q) -0 I... I c -, '" - .q. CJl 150 LL , ...,;.../ / ~~""-::.!;<~.1=.J.;.1.1.1.J"= j;i;"" :;~::! :r~_:=::~=?~~ .J~"'!:?.JK*__ .. n ~ -:_:' . ~ , . " P,::'~ ~'.~.'.E"':;'::: ;.';.-3::!. ~ ~ -;';1 i ~;; i.~;~~ ~~! ~ ~~:__ ::-.x. : 2" CSAH 9 ----- - ... -Je.- I -. - LLO TE),IPORARY E,.:I.SEME~T , ',' ~~"1___ ~.. ~ I I ,'.509~.::t%)"'..,'li"1.':.:"';~ "j ~/ I I" ~': ';; ~ l'---'~ j .~"...' .,,,,.,<' ,- / -' W c: ......; 1~=: :::~ j:: 1i ...',.....- ~~- ."';' I : l r-: :::1.L':..._..~ :::j ~' '--:T~ <~....>,...'::>'"" /"'" , I 1 ~_..--" .;z. J I .. ~\ ~....io-~).or , R--;;;--, l] ....."..... +...._--;...;......".... .~"""..,........u. '" ....~_V....., ~ :, ~\.:~ ~-~~~~~ ; ....." _ _ _ ~-~ :~ ~~.!l:- ~____ ;:~~; ~ % \'6'" .. 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TRUNK ~ TO NEW POND. \ \ I \ I I \ I \ \ I I I \ , I I ' N I I i ~e \ I I , I i I o =-- Seck ;n r C'Cl 8C ~ Bonestroo Bidder Total Base Bid Rosene ~ Ander/i/< & Address Telephone Number ~ Associates Engineers & Architects City, State, Zip Fax Number ADDENDUM NO.2 42nd Avenue North (C.S.A.H. 9) STREET AND UTILITY IMPROVEMENTS CITY PROJECT NO. 547 HENNEPIN COUNTY PROJECf NO. 9622 BRAA FILE NO. 00034-98-186 NEW HOPE, MINNESOTA April 28, 1999 Opening Time: 11:00:00 AM, C.S.T Opening Date: Tuesdav, March 2, 1999 Addendum No.2 Bidder shall acknowledge receipt of this Addendum on the Proposal form. Pre-Bid Meetin9 Prospective bidders and subcontractors are invited to attend a pre-bid meeting on Thursday, February 25, 1999 at 10:00 AM CST at the City of New Hope Public Works Building, 5500 International Parkway, for purposes of explaining and responding to questions on the project. Proposal Delete the proposal and insert Revised proposal. The proposal has been updated to reflect revised quantities and work being done under a separate preliminary grading contract. The revised proposal is attached at the back of this addendum. Special Provisions Page SP-8, 25. MOBILIZATION: delete the table in its entirety and insert the following in its place: "When any previous estimate shows that 25 per cent or more of the Original Contract Amount has been earnedl exclusive of mobilization payments, 50 percent of the amount bid for mobilization will be paid on the next partial estimate. When 50 percent or more 34-98-186 A2-1 ADDENDUM NO.2 of the Original Contract Amount has been earned, 100 percent of the amount bid for mobilization will be paid on the next partial estimate. " Page SP-31, 36. MAST ARM POLES AND LUMINARE-EXTENSIONS: insert the following: "36.1 Luminaires and Luminaire Extensions :The Contractor shall furnish and install luminaires and luminaire extensions as detailed elsewhere in these Special Provisions. The luminaire mounting height shall be 12.2 m. The luminaire mast arm shall be as indicated on the detail and shall be compatible with the luminaire. Each luminaire shall be multivoltl 250 watt high pressure sodium Type II cutoff shoe box style, with regulated of constant wattage ballast and photoelectric control, and shall be one of the following or an approved equal: 1. Sterner Executive 250 watt high pressure sodium cutoff luminaire, Catalog No. EX25A102P200S120, painted brown. The Contractor shall submit shop drawings, prior to procurement, of the luminaires he proposes to use for approval by the Engineer." Page SP-33: Delete the entire section 38.6.6. Payment for interconnect wire shall be considered incidental to item 2565.601 Traffic Control Interconnect. Page SP-34: Section 38.6.9 : delete third paragraph in its entirety. Page SP-39: Add the following: "43. (2564) REFLECTORIZED PREFORMED PAVEMENT MARKINGS: This work shall consist of furnishing and applying durable reflectorized preformed pavement markings for control and guidance of traffic in accordance with MnjDOT's Specification No.3, "High Durability Preformed Pavement Markings (Designed for Stoplines and Crosswalks)", dated January 41 1993 or as modified and as shown in the Plans and as follows: A copy of the MnjDOT Specification No. 3 can be obtained from the Engineer upon request. 43.1 The Contractor shall have the Engineer approve any pavement markings prior to their installation. The Contractor shall place preformed pavement marking in accordance with temperature requirements as per Figure 7.1 of MnDOT Traffic Engineer Manual or directed by Engineer. 43.2 The inlay procedure shall be used to place all pavement markings. The Contractor installing the pavement markings must be trained and certified as stated in MnjDOT Specification NO.3. ]')-98-{86 A2-2 ADDENDUM NO.2 43.3 Measurement of each type and width of pavement marking shall be per each specified unit (Lineal Meter or Each) successfully installed according to these specifications. 43.4 Payment for pavement markings of each type and width will be made in accordance with the schedule set forth below at the appropriate contract bid price for the specified unit of measure. Such payment, in each instance, shall be compensation in full for all costs incidental thereto including, but not limited to: (1) all costs of preparing the surface, (2) controlling and protecting traffic, (3) coordinating the inlay with the associated paving operations, and (4) maintaining the work, together with any other expenses incurred in completing the work that are not specifically included for payment under other contract items: Item No. 0564.603 0564.602 0564.602 0564.602 0564.602 0564.604 Description 600 mm solid line white - poly preform Pavement message (right-thru) poly preform Pavement message (only) poly preform Pavement message (right arrow) poly preform Pavement message (left arrow) poly preform Zebra crosswalk-white poly preform Unit m EA EA EA EA m2" Dimension Sketch for Design Loading (Figure 1A) Eliminate davit arm for the Sterner Shoebox Fixture. Install vertical luminaire extension with reinforced sidemount face plate - drilled and tapped for sterner Shoebox Model No. side Fixture at 12.2 meters Design Area and Loading Sketch (Figure 18) Eliminate davit arm for the Sterner Shoebox Fixture. Install vertical luminaire extension with reinforced sidemount face plate - drilled and tapped for sterner Shoebox Model No. side Fixture at 12.2 meters. Section 01550 - Traffic Control Page 01550-1, 1.03; Add the following: "c. The Contractor shall furnish to the Engineer for approval, the plan for switching traffic from one traffic control stage to another. The plan shall be furnished prior to the switch and shall consist of the number of Contractor's personnel that will be abatable for the switch and the function each person will be performing." 34-98-186 A2-3 ADDENDUM NO.2 Page 01550-2, 1.04; Add the following: "c. At various locations and times within the project the new storm sewer work will not function properly without completing the storm sewer construction through the existing roadways being used to carry traffic. In those locations where the completion of the underground construction through the open traffic lanes is essential to the project progress, and safety of the motoring public, the Contractor will be permitted to utilize the open trench method of construction through the roadways in order to complete as much of the construction as is required for the drainage to function properly." Page 01550-4, 3.02; Add the following: "F. All work required to ensure the safe and convenient use by through traffic on CSAH 9 as well as all cross and turning traffic that is to be maintained in accordance with the traffic control plans, shall be accomplished in a timely manner as soon as possible after the traffic routing is switched from one stage to the next stage." Page 01550-5, 3.03; Add the following: "J. Maintenance and Staging of traffic control: The Contractor will be required to furnish and install 4 way stop signs (48 inch) at the intersection of Xylon Avenue with 42nd Avenue N at all times when the signal system is de-energized. Appropriate advanced warning signs will also be required. One high- intensity flashing re light shall be attached to each stop sign and one high-intensity flashing yellow light shall be attached to each advanced warning sign. Page 01550-5, 3.03; Add the following: "K. One lane of traffic in each direction shall be maintained at all times during any construction activities through the roadways open to traffic unless otherwise approved by the Engineer. Bituminous patches will be required at all locations where the driving surface is disturbed and shall be installed prior to reopening the roadway to traffic. Furnishing and placing the bituminous patching mixture shall be an incidental expense for which no direct compensation will be made." . Page 01550-5, 3.03; Add the following: "L. Upon switching the traffic from one stage to the next stage differences in elevation between the new roadways and the existing roadways may occur. In the locations where cross traffic is to be maintained, temporary construction measures and temporary additional traffic control devices may be required. Any additional materials, labor, equipment and traffic control devices required to maintain cross traffic to and across the new roadway shall be furnished, installed, maintained and removed by the Contractor as an incidental cost of the project for which no direct compensation will be made." Section 02225 - Removals Page 02225-9, 3.06.11. Delete the lines in its entirety. Insert "Remove Manhole or Catch Basin: Per each storm manhole or storm catch basin without regard to size or type. " 34-98-186 A2-4 ADDENDUM NO.2 Page 02225-9, 3.06. Insert the following "20. Remove Manhole: Per each sanitary sewer manhole removed." Section 02315 - Excavation and Fill Page 02315-2, 2.01 add the following: "E, Granular Borrow: Conform to MnDOT Spec.3149.2.Bl." Page 02315-3, 3.02.A. add the following: "3. Where embankment is to be constructed over locations where the foundation material is unstable, the foundation shall be excavated to remove all or part of the unstable materiaL" Page 02315-3, 3.03A add the following: "9. Excavation of unstable material below grade shall be done under the direction of the Engineer as the subsurface conditions are disclosed." Page 02315-4, 3.04.A add the following: "5. Disposal of excavated materials from the street construction shall be considered incidental to the excavation. The Contractor is responsible for obtaining an acceptable disposal site. 6. No excavated materials from street construction shall be disposed in the Boone Pond fill areas." Page 02315-5, 3.09.B add the following after area "receiving filL" Page 02315-5, 3.09.C delete the following: "in all other areas besides Boone Pond." Section 02630 - Storm Drainage Page 02630-4, 2.02.A.5. Add the following after STORM SEWER, "and/or SANITARY SEWER. " Page 02630, Insert the following: "2.02.E PVC Pipe and Fittings: 1. General: Pipe and fittings conform to ASTM D 3034. 2. Materials: PVC plastics having a minimum cell classification of 1254 B or 12454 C or 13364 B as defined in ASTM D 1784. Pipe materials shall have 34-98-186 A2-5 ADDENDUM NO.2 a minimum hydrostatic design stress of 21000 psi as certified by the Plastic Pipe Institute. Additives and fillers including but not limited to stabilizers, antioxidants, lubricants, colorants, etc., shall not exceed 20 parts by weight per 100 of PVC resin in the compound. Certification of resin compounding shall be provided by the pipe manufacturer prior to shipment to the job site. 3. Design: Integral wall bell and spigot joint and a minimum wall thickness conforming to SDR 35 and/or SDR 26. 4. Joints: Conform to ASTM D 3212. Joints shall be push-on type only with the bell-end grooved to receive a gasket. Elastomeric seal (gasket) shall have a basic polymer of synthetic rubber conforming to ASTM F 477. Natural rubber gaskets will not be accepted. 2. Marking: Each pipe shall be identified with the name of the manufacturer or trademark and code, nominal pipe size in inches, the PVC cell classification and Specification D3034." Page 02630-5, 3.01, Add the following: "c. By-Pass Pumping: The Contractor shall be responsible for all items required to maintain sewer flows during construction of the new sanitary sewer and storm sewer line. All work and costs for this are considered incidental to the project." 02740 - Plant Mixed Bituminous Pavements Page 02740-2, 2.01.A.1.a; change Mix Type 41 Leveling and Wear Course 41WEB 50555 to "41 WEA 50055." Page 02740-2, 2.01.B; Add the following: "b. For C.S.A.H. 9, tack coat shall be CSS-1H, except that during periods of low air temperatures or other unsuitable atmospheric conditions or during late fall construction, other bituminous materials approved by the Engineer may be used for tack coat." Page 02740-4, 3.04.E; Add the following: "3. For C.S.A.H. 91 the bituminous material shall be applied at a uniform rate not to exceed: (a) 0.23 liter per square meter for cutback asphalt and undiluted asphalt emulsion (as supplied from the refinery) or 0.46 liter per square meter of diluted asphalt emulsion (with water added in the field) when applied to bituminous surfaces; and (b) 0.46 liter per square meter of undiluted asphalt emulsion or 0.92 liter per square meter for diluted asphalt emulsion (when water added in the field) when applied to concrete surfaces. Cutback asphalt tack coats will not be permitted on concrete surfaces." 3-1-98-186 A2-6 ADDENDUM NO.2 02890 - Traffic Signs and Signals Page 02890-112.01 A.1. Delete in its entirety. Insert "1. All sign panel shall meet the requirements of 3352.2A1b. The panel thickness for all signs with the length of the longest side equal to or less than 460 mm shall be 2030~lm :t 100~lm." Page 02890-1 A.2. Delete in its entirety. Insert "2. Standard No.1 (Engineering grade) reflective sheeting meeting the requirements of 3352.2A2a shall be used on all signs and devices with the exception of the following signs; which shall have Standard NO.2 (High Intensity) reflective sheeting meeting the requirements of 3352.2A2b: A. STOP (R1-1) B. YIELD (Rl-2) C. DO NOT ENTER (R5-1) D. All object markers E. All delineators with reflective sheeting In 3352.2A2al Standard No.1, the AASHTO reference of M268 Type II is hereby changed to M268 Type 1. In 3352.2A2b, Standard No.2, the AASHTO reference of M268 Table SA is hereby changed to M268 Table 4." Page 02890-1 B.1. Delete in its entirety. Insert "1. All signposts shall conform to MnDOT Spec. 3401 and have a mass of 4.1 kgjm and shall have a black alkyd resin, gloss enamel baked on finish. a. All bolts shall be 8 mm, A304 stainless steel bolts meeting the requirements of 3391. All bolts shall be fastened with nylon insert lock nuts. All nuts shall be of the same grade and material as the bolts." Drawings Sheet 2: Remove sheet in its entirety and insert revised sheet. Sheet 3: Remove sheet in its entirety and insert revised sheet. Sheet 3A: Add this sheet. Sheets 4 and 5: Delete all references to "Type 41B Bituminous Wear Course" and insert "Type 41A Bituminous Wear Course". Sheet 7: Insert the following the In-place sanitary sewer manhole reconstruction schedule: SS7 Remarks: "Remove Manhole, Replace with MH-1." 34-98-186 A2-7 ADDENDUM NO.2 Sheet 9: Delete detail SP-1, Storm Sewer Manhole. Insert attached detail SP-l. Sanitary Sewer Manhole. Sheet 31: Delete the Drawing of Davit type rotatable luminarie shaft extension. Insert Millerbernd luminarie shaft part "FSC-400 or as approved by Engineer. Delete the column "Davit Arm Length" from the Mast Arm Pole Mounting Details. Sheet 40: change the following in the in place structure table: Loop D 6-1 Change "Abandon" to "Replace" Loop D 6-2 Change "Abandon" to "Replace" Sheet 46: The numbers above the scale bar should read 10, 0, 10, 20 from left to right. Sheet 51: Remove sheet in its entirety and insert revised sheet. Sheet 52: Remove sheet in its entirety and insert revised sheet. If you have any questions on this project, please call Dan D. Boyum at (651)604-4829. Bonestroo, Rosene, Anderlik and Associates, Inc. 2335 West Highway 36 St. Paul, Minnesota 55113 (651) 636-4600 34-98-186 A2-8 ADDENDUM NO.2 ~ f1 ~ Bonestroo e Rosene 'I\lI Anderlik & 1 \J 1 Associates Engineers & Architects ADDENDUM NO.1 42ND AVENUE NORTH (C.S.A.H. 9) STREET AND UTILITY IMPROVEMENTS CITY PROJECT NO. 547 HENNEPIN COUNTY PROJECT NO. 9622 C.S.A.P. 27-609-28 NEW HOPE, MINNESOTA FILE NO. 34-98-186 February 19, 1999 Opening Time: Opening Date: 11:00 A.M., C.S.T. Tuesday, March 2, 1999 Addendum No.1 Bidder shall acknowledge receipt of this Addendum on the Proposal form. Bid Date The bid date for 42nd Avenue North Street and Utility Improvements has been extended from Friday, February 26, 1999 to Tuesday, March 2, 1999 at 11:00 A.M., C.S.T. Please Note The City of New Hope is advertising a separate project "42nd Avenue North, Preliminary Grading - Project No. 547B". The City will receive sealed bids for this job on Monday, March 1, 1999. The quantities for the Preliminary Grading will affect the quantities for Clearing, Grubbing, Transplant Tree, Remove Chain Link Fence, Salvage Sprinkler System and Common Excavation for the Street and Utility Improvements. A new proposal will be sent as part of Addendum No. 2 that will reflect these changes. If you have any questions on this project, please call Dan D. Boyum at (651) 604-4829, Bonestroo, Rosene, Anderlik and Associates, Inc. 2335 West Highway 36 St. Paul, Minnesota 55113 (651) 636-4600 34186 No attachments ADDENDU1vl NO.1 4' jND AV~E1\,TT T.t-. NTORTH (r S . H 9') - . _ < U . 1 ' _.l .v. .i\. L. . STREET ANTI UTILITY I:NfPROVEMENTS CITY PROJECT NO. 547 HENL-JEPIN COuNTY PROJECT NO. 9622 C.S.A.P. 27-609-28 :t\TEW HOPE, MINl\i'ESOTA FILE NO. 34-98-186 1999 I1\TD EX Index Professional Certifications Advertisement for Bids InfoTI11ation to Bidders Proposal Special Provisions 01300. 01550. 01570. 02225, 02230. 02280. 02315. 02318. 02320. 02411. 02510. 02515. 02630. 02635. 02720. 02740. 02750. 02770. 02775. 02780. 02810. 02830. Submittals Traffic Control Erosion and Sediment Control Removals Site Clearing Adjust Miscellaneous Structures Excavation and Fill Subgrade Preparation Trench Excavation and Backfill Foundations for Minor Concrete Structures Vi ateI' Main \Vater Services Stonl1 Drainage Subsurface Drainage Aggregate Base Course Plant Mixed Bituminous Pavements Rigid Pavements Concrete Repair Plate "A" Concrete Curb and Gutter Concrete Walks Medians, Drive\vays and Crosswalks Unit Pavers In'igation System Retaining Walls 34-98-! 86 rJ;! 1999 Bonestroo, Rosene, Anderlik (.'\:; Associates, Inc. I-I INDEX 02870. 02890. 02920. 02930. 03450. 04200. 05500. Site Fumishings Traffic Signs and Signals Lawns and Grasses T reesl S hru b siP erelll1ials A..rchitectural Pre-Cast Concrete Brick Masomy Miscellaneous Metal Items Construction Bar Schedule Fom1 Soil Borings Dimension Sketch for Design Loading (IA) Design .Area and Loading Sketch (IE) Minimum Intensity Levels (Table 2) Conditions of the Contract I hereby certify that tIllS plan and specification was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the Stat\e of Minnesota. ~ fj'l /~ V)--VJ '~~ DanD.Boyu~. ' Date: February 10.1999 Reg. No. 23451 I hereby certify that this plan and specification was prepared by me or under my direct supervision and that I am a duly Registered Electrical Engineer 1 the laws ofthe State of Minnesota. '0 Nard A S311fO~PE;:~r Date: FebrualY 10. 1999 Reg. No. 7566 34-98-186 '& ] 999 Bonesrroo, Rosene, Anderlik & Associates, Inc. I hereby certify that this plan and specification was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the la):Y.s ot/the State of Minnesota. " ',I VlfiuJ~ Geoff MartI 1 \\ \ \ \ ~ \ Date\ Febru 10. t\999 Reg. No. 15145 :\ . '\ \ \ 1-2 INDEX l<\DVERTISEMENT FOR BIDS Sealed bids will be received by the City of New Hope, Minnesota in the City Hall at 4401 Xylon Avenue until 11 :00 A.M., C.S.T., on Friday, February 26, 1999, at which time they will be publicly opened and read aloud for the fumishing of all labor and materials and all else necessary for the following: 42nd Avenue North (C.S.A.H 9) - Street and Utility Improvements - Proiect No. 547 50 m 1000 m 14,700 m2 21,000 m3 9,000 6,500 t 2,350 ill 3,800 m2 2 L.S. 150mm - 300nm1 Water Main 100mm - 9001llil1 StOlTl1 Sewer Mill Bituminous Surface Common Excavation and Pond Excavation Class 3 and 5 Aggregate Base Bituminous Surfacing Remove & Replace Concrete Curb and Gutter Decorative concrete ''lalks, aprons, crosswalks, and concrete pavers Full Traffic Actuated Control and Revised Signal Systems and IntercOlmect Together with monumental signs, decorative railing and piers, trash receptacles, benches, bollards, trees, other streetscape items and other conelated work and miscellaneous appurtenances. Plans and specifications, proposal fonns and contract documents may be seen at the office of the City Clerk, New Hope Mim1esota, and at the office of Bon est roo, Rosene, Anderlik & Associates, Inc., Consulting Engineers, 2335 W. Trunk Highway 36, St. Paul, MN 55113, (651) 636-4600. Each bid shall be accompanied by a bidder's bond na.rning the City of New Hope as obligee, certified check payable to the Clerk of the City of New Hope or a cash deposit equal to at least five percent (5%) of the amount of the bid, which shall be forfeited to the City in the event that the bidder fails to enter into a contract. The City Council reserves the right to retain the deposits of the tl1J~ee lowest bidders for a period not to exceed 60 days after the date and time set for the opening of bids. No bids may be withdra\vn for a period of sixty (60) days after the date and time set for the opening of bids. Payment for the work will be by cash or check. Contractors desiring a copy of the plans and specifications and proposal f01111s may obtain them from the office of Bon est roo, Rosene, A..nderlik & Associates, Inc., upon payment of a non-refundable fee of $35.00. See II Infom1ation. to Bidders" for plan/specification fee policy. The City Council reserves the right to reject any and all bids, to "'Naive ilTegularities and infol1nalities therein and further reserves the right to award the contract to the best interests of the City. 34186ad Daniel Donahue, Manager City of New Hope, Nlilmesota INFOR1VIA TION TO BIDDERS 1. BID PROPOSAL: Each planhoIder has been furnished a specification, plan set and. one extra proposal. Bids shall be submitted on the separate Proposal Form designated "BID copyn. Tne Proposal containing the bid shall be submitted in a sep.ied envelope. Re Rests for Plans ~d S-ecifications should clearl state the name of the nroject bem2" bid. 2. BRA PLA..l~ AND SPECIFICATION POLICY: 1) Plans 2nd specifications shall only be available on a non-refundable, per plan basis, with all. contractors and vendors being charged the same. Planholders may obtain more than one set of plroJis and specifications for the stipulated. amoun~ however, all are nODgrefundable. 2) The amount for the bid package will be stated. the Advertisement for Bids. 3: :rr\lDIVIDUALDRAV.vINGS AND SPECIFICATI.QN SHEETS: Individual drawings and specifications sheets may be purchased at the rate of Five Dollars ($5.00) per sheet of drawings and Twenty-five cents ($0.25) per sheet of specifications for whici'1 no refund will be made. 4. BID TABl.JL~L\.TION: Planholders submitting a bid will be mailed a Bid Tabulation_ n~ .~:I!.. ~d . ~ ",~ h' .. 'i... . ~ 4~ ID>..J! "1" ~ 11.... iT' ?D' ri3.llllG! ern nOl. sum:m.!i.tm.g a ulU may plu'Cu.ase a copy or Litle DIu A"~U:mli.a~!on ]:01" lL'l\ve Dollars ($5.00), 1998 Geueral\info @ 1998 B,n;;;;troo, Rosene. Anderlil( & Associates, Inc. ~ Bonestrool Rosene ! Bidder: Anderfik &! Associates' Address: Hardrives, Inc. Total Base Bid $],753,007.65 Telephone No. 428-8886 ! ~ 14475 Quiram Dr. i I i 'Engineers & Architectsi C.h' S Z;~ L.s.w.Yi!1;1.ilwi!l!k.PP : Ity, tate, l~: Rogers, MN 55374 Fax No. 428-8868 PROPOSAL 42ND A VENUE NORTH (C.S.A.H. 9) STREET AND UTILITY IMPROVEMENTS CITY PROJECT NO. 547 HENNEPIN COUNTY PROJECT NO. 9622 FILE NO. 34-98-186 NEW HOPE, MINNESOTA 1999 Opening Time: Opening Date: II :00 A.M., C.S.T. Tuesday, March 2, 1999 Honorable City Council City of New Hope 4401 Xylon Ave. N. New Hope, Minnesota 55428 Dear Council Members: The undersigned, being familiar with your local conditions, having made the field inspections and investigations deemed necessary, having studied the plans and specifications for the work including Addenda Nos. 1,2,3,4 and being familiar with all factors and other conditions affecting the work and cost thereof, hereby proposes to furnish all labor, tools, materials, skills, equipment and all else necessary to completely construct the project in accordance with the plans and specifications on file with you and Bonestroo, Rosene, Anderlik & Associates, Inc., 2335 West Highway 36, St. Paul, MN 55113, as follows: No. Item Unit Qty. Unit Price Total Price Item Mobilization LS $80,000.00 $80,000.00 2 Clearing Tree 4 $165.00 $660.00 3 Grubbing Tree 4 $82.00 $328.00 4 Remove concrete curb m 1400 $8.20 $11,480.00 5 Remove concrete parking stops m 35 $5.00 $175.00 6 Remove chain link fence m 29 $10.00 $290.00 7 Remove sewer pipe (storm) m 360 $29.25 $10,530.00 8 Remove bituminous pavement m2 4000 $2.30 $9,200.00 34-98-1861\ \contract. wb2 1'-1 9 Remove bituminous driveway m2 2290 $3.70 $8,4 73.00 10 Remove concrete driveway m2 400 $7.90 $3,160.00 pavement II Remove concrete pavement m2 5700 $8.40 $47.880.00 12 Remove concrete sidewalk m2 2410 $6.60 $15.906.00 13 Remove hydrant EA $740.00 $740.00 14 Remove manhole or catch basin EA 26 $275.00 $7,] 50.00 IS Remove manhole EA $295.00 $295.00 ]6 Remove hand hole EA 18 $185.00 $3,330.00 17 Remove bench EA $100.00 $100.00 18 Remove Catch Basin Grate Casting EA 2 $] 00.00 $200.00 ]9 Remove valve vault EA 2 $375.00 $750.00 20 Sawing concrete pavement m 1100 S14.40 S I 5,840.00 21 Sawing bituminous pavement m 470 $4.75 $2,232.50 22 Salvage Sprinkler System m 50S $15.00 $7,575.00 ?~ Common Excavation (EY) m3 9190 $9.15 S84,088.50 -,) 24 Subgrade excavation (EY) m3 3000 $9.00 $27,000.00 25 Granular borrow (CY) 1113 3000 $16.50 $49.500.00 26 Select granular borrow (CY) m3 2550 $] 8.00 $45,900.00 27 Top soil borrow (CY) 1113 260 $15.00 $3,900.00 28 Select topsoil borrow (L Y) m3 370 $2 I .40 $7.9]8.00 29 Salvage topsoil (EY) m3 3040 $3.50 $10,640.00 30 Pond Excavation m3 15500 $2.75 $42,625.00 3 ] Topsoil Borrow Mod (CY) m3 170 $21 .40 $3,638.00 ~? Street Sweeper (with pickup broom) HR 20 $70.00 $] ,400.00 ,)~ 33 Water m3 1135 $5.00 $5,675.00 34 Aggregate base Class 3 4020 $8.20 $32,964.00 35 Aggregate base, Class 5, 100% 3160 $8.60 $27.176.00 crushed 36 Bituminous patching mixture 180 $] 50.00 $27,000.00 37 Mill bituminolls surface m2 ]4730 $1.50 $22,095.00 38 Crack Repair (Type A-4S) m 120 $31.00 $3.720.00 39 Full Depth Repair m2 400 $35.30 $14.120.00 40 Spot Surface Repair (B-2A) m2 10 $52.50 $525.00 34-98-1861\ \contracl. \\'b2 1'-2 41 Joint Repair (Type A-I H) m 100 $53.50 $5,350.00 42 Type 41 bituminous wear course 2740 $30.00 $82,200.00 43 Type 41 bituminous binder course 2230 $27.82 $62,038.60 44 Type 3 I bituminous base course 7080 $26.90 $190,452.00 45 Bituminous material for tack coat L 5360 $0.30 $1,608.00 46 Modular block retaining wall m2 28 $210.00 $5,880.00 47 Bollard EA 5 $1,350.00 $6,750.00 48 Waste Receptacle EA $UIO.OO $1,110.00 49 Improved pipe foundation, Coarse m3 10 $3.30 $33.00 Filter Aggregate Mod (CY) 50 450 mm RC pipe apron EA $730.00 $730.00 51 525 mm RC pipe apron EA $945.00 $945.00 52 750 mm RC pipe apron EA $U 00.00 $1,100.00 53 100 mm PE corr perf pipe drain m 320 $33.25 $10,640.00 54 Irrigation System m2 1890 $19.80 $37,422.00 55 200 mm ryC pipe sewer, SDR 35 m 25 $98.50 $2,462.50 56 375 111m RC pipe sewer Des 3006 CI III 45 $99.00 $4,455.00 Y 57 450 mm RC pipe sewer Des 3006 CI m 90 $ I 05.00 $9,450.00 Y 58 525 111m RC pipe sewer Des 3006 111 25 $113.50 $2.837.50 Class 1lI 59 600 mm RC pipe sewer Des 3006 m 83 $ 120.00 $9,960.00 Class III 60 750 mm RC pipe sewer Des 3006 m 28 $157.00 $4,396.00 Class III 61 825 mm RC pipe sewer Des 3006 m .....")'"' $ 180.00 $58,140.00 -'--' Class III 62 900 mill RC pipe sewer Des 3006 m 58 $204.00 $ II ,832.00 Class 1lI 63 300 mm RC pipe sewer Des 3006 CI m 105 $93.50 $9,817.50 Y 64 825 x 900 mm reinforced concrete EA $515.00 $515.00 increaser. CI III 65 Connect to existing manholes (san) EA $530.00 $530.00 66 Ductile iron fittings kg 950 $2.45 $2,327.50 34-98-186A \contract. wb2 p.J 67 water main offset EA 2 $3,765.00 $7,530.00 68 Adjust gate valve box EA 9 $200.00 $1,800.00 69 Hydrant EA 2 $1,625.00 $3,250.00 70 Relocate hydrant EA $755.00 $755.00 71 Connect to existing water main EA 4 $975.00 $3,900.00 72 ISO mm gate valve and box EA $575.00 $575.00 73 300 mm butterfly valve and box EA 3 $950.00 $2,850.00 74 40 mm corporation stop EA 2 $55.00 $110.00 75 38 ml11 curb stop & box EA 2 $115.00 $230.00 76 ISO mm DIP water main, Class 52 111 20 $105.00 $2, I 00.00 77 300 mm DIP water main, Class 52 m 40 $140.00 $5,600.00 78 40 mm Type "K" copper water 111 100 $68.00 $6,800.00 serVIce 79 Const drainage structure, Design EA $1,145.00 $1,145.00 Special F 80 Const drainage structure, Design EA 17 $1, 115.00 $ I 8,955.00 Special G 81 Adjust frame and ring casting EA 20 $250.00 $5,000.00 82 Drainage Structure Design Special 2 EA 5 $1.030.00 $5.150.00 83 Connect into existing drainage EA 6 $630.00 $3,780.00 structure 84 Construct drainage structure design EA $ 1.930.00 $1,930.00 spec 4 85 Construct drainage structure design EA 3 $1,190.00 $3,570.00 spec 5 86 Construct drainage structure design EA 6 $945.00 $5,670.00 spec 6 87 Construct drainage structure design EA $3, I 00.00 $3, I 00.00 spec 3 - 2.1 m 88 Construct drainage structure design EA 5 $2,665.00 $13,325.00 spec 3 - 1.8m 89 Construct drainage structure design EA 4 $2,000.00 $8,000.00 spec 3 - 1.5m 90 1200 mm diameter sanitary EA $1,600.00 $1,600.00 maintenance hole 91 Class III random riprap 1113 50 $66.00 $3,300.00 92 100 mm concrete walk 1112 30 $29.80 $894.00 93 50 mm bituminous walk m2 880 $ I 1.00 $9,680.00 94 Concrete walk special 1112 2170 $39.80 $86,366.00 95 Concrete Crosswalk - Special m2 880 $72.75 $64,020.00 96 75 mm maintenance strip m 240 $23.50 $5,640.00 34-98-186/\ \contract. wb2 1'-4 97 Concrete curb and gutter, Design m 740 $23.50 $17,390.00 B612 98 Concrete curb and gutter, Design 111 225 $25.60 $5,760.00 B618 99 Concrete curb and gutter, Design m 1040 $27.75 $28,860.00 B624 100 Special Concrete Curb Design - m 40 $59.00 $2,360.00 Reinforced Concrete Edger 101 Concrete curb and gutter, Design 111 340 $41.65 $14,161.00 B624 (Mod) 102 200 111m concrete driveway m2 545 $40.00 $21,800.00 pavement 103 Concrete valley gutter m2 10 $65.00 $650.00 104 Bench - 1.82 meter EA 2 $1.690.00 $3,380.00 105 Precast concrete pavers 1112 170 $66.50 $11,305.00 106 100 mm PYC Conduit, SCH. 40 In 20 $9.80 $196.00 107 Brick Column - small EA 5 $2.450.00 $12,250.00 108 Brick Column - large EA 4 $3.160.00 $12,640.00 109 Ornamental Railing m 107 $397.00 $42,479.00 110 Traffic control LS $21,500.00 $21,500.00 III 1200mm x 1200 mm (48" X 48") DAY 50 $2.15 $107.50 sign with supports 112 Type III barricades UDAY 50 $2.65 $132.50 113 Flasher Type A (Iow intensity) UDAY 50 $0.54 $27.00 114 Flasher Type B (high intensity) UDAY 50 $1.60 $80.00 ] ]5 Tube delineators UDAY 50 $0.54 $27 .00 116 Reflectorized drum DAY 50 $0.54 $27.00 117 Reflectorized drum w/down arrow DAY 50 $0.59 $29.50 118 Pavement message (left arrow) paint EA $70.00 $70.00 119 Pavement message (right arrow) EA $70.00 $70.00 paint 120 Pavement message (thru arrow) EA $70.00 $70.00 paint 121 Pavement message (It arrow) poly EA 12 $280.00 $3,360.00 preform 122 Pavement message (only) poly EA 2 S280.00 $560.00 preformed 123 Pavt message (rt-thru arrow) poly EA 2 S550.00 SI,IOO.OO pref 34-98-1 86A\colltract. wb2 1'.5 124 Pavement message Crt arrow) poly EA 4 $330.00 $1,320.00 preform 125 100 mm solid line white-paint m 140 $10.00 $1,400.00 126 100 mm solid line white-epoxy m 437 $2.40 $1,048.80 127 100 mm broken line white-epoxy m 297 $2.40 $712.80 128 100 mm double solid line m 935 $5.05 $4.721.75 yellow-epoxy 129 300 mm solid line yellow-epoxy m 91 $10.50 $955.50 130 600 mm stop line white-poly m 67 $57.00 $3,819.00 preformed 131 Zebra crosswalk - white poly m2 18 $130.00 $2,340.00 preformed I ~7 Sign panels. Type C m2 10.8 $190.00 $2,052.00 J~ I~~ Full Tact T control signal system SIGS $126,000.00 $126,000.00 JJ 134 Revise Signal System LS $29,500.00 $29,500.00 135 Traffic Control Interconnection LS $9,635.00 $9,635.00 136 Loop Detector 1.7 m x 1.7 m EA $475.00 $475.00 137 Coniferous Tree 1.8 m high B&B EA 9 $215.00 $1,935.00 138 Deciduous Tree 60mm Cal B&B EA 136 $226.00 $30,736.00 139 Ornamental Tree 40mm Cal B&B EA 20 $172.00 $3,440.00 140 White Oak # 5 container EA 13 $82.00 $1,066.00 141 Red Oak # 5 container EA 8 $82.00 $656.00 142 Red twigged dogwood # 3 container EA 42 $34.00 $1,428.00 143 Deciduous Shrub No.2 Container EA 543 $32.00 $17,376.00 144 Perennial No.3 Container EA 664 $11.00 $7,304.00 145 Transplant Tree Tree 8 $255.00 $2,040.00 146 Silt fence, Type preassembled m 810 $8.35 $6,763.50 147 Silt Fence around catch basin EA 28 $100.00 $2,800.00 148 MnDOT Seed Mixture 15A ha 0.34 $3,650.00 $1,241.00 149 MnDOT Seed Mixture 20A ha 2 $2,570.00 $5,140.00 150 MnDOT Seed Mixture 25A ha 0.I1 $4,925.00 $541.75 Modified 151 Sodding, type lawn m2 7415 $3.00 $22,245.00 Total Item $1,924,869.20 Base Bid Total $1,753,007.65 ** Contract award is based on deleting those items included in Change Order No. I 34-98-186/\ \contract. wb2 1'-6 The final amount of the contract shall be determined by multiplying the final measured quantities of the various items actually constructed and installed by the unit prices therefore, in the manner prescribed in the specifications. However, the low bidder shall be determined by adding the sums resulting from multiplying the quantities stated by the unit prices bid therefore. Accompanying this bid is a bidder's bond, certified check, or cash deposit in the amount of jive percent (5%) a/amount bid , which is at least five percent (5%) of the amount of my/our bid made payable to the Owner, and the same is subject to forfeiture in the event of default on the part of the undersigned or failure on the pari of the undersigned to execute the prescribed contract and bond within fifteen (15) days after its submittal to me/us. In submitting this bid, it is understood that the Owner retains the right to reject any and all bids and to waive irregularities and informalities therein and to award the contract to the best interests of the Owner. In submitting this bid, it is understood that payment \vill be by cash or check. It is understood that bids may not be withdrawn for a period of 45 days after the date and time set for the opening of bids. It is understood that the Owner reserves the right to retain the certified check or bond of the three 100vest bidders as determined by the Owner for a period not to exceed 45 days after the date set for the opening of bids. Respectfully submitted, Inc. (A Corporation) (A n Individual) (.4 Partnership) Name Donald R. Hall Signer Vice-President Title Donald R. Hall Printed Name o(Signer 34-98-186;\ \contract. wb2 1'-7 2. -. ~. 4. 5. 6. 7. 8. 9. 10. 15. 16. 17. 18. 19. 20. 2l. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. "-' :>.:; . 34. 35. 36. 37. .....0 .)0. 39. 40. 41. 42. SPECIAL PROVISIONS ilIDEX 1. Project Desc1iption Owner Sequence and Scheduling and Completion Date Phasing Dates Liquidated Damages Responsibility for Damages Pre-Construction Conference Specification Reference Existing Conditions Use of Lands/Easements Utilities Award of Contract Lights Insurance Protection of Trees and SbJUbs Quantity Deviations Working Hours Progress and Completion Staking Subletting of Contract Source of Supply and Quality Site Restoration Clean Up arId Site Protection Street Sweeper Mobilization Care of Existing Streets Contractor's Responsibility for Existing Structures Sign Removal and Replacement Access During Construction Use of Water Tests Scale (265) Traffic Control Signals Controller and Cabinet (2564) Traffic Signs and Devices Mast AmI Poles and Luminaire-Extensions Emergency Vehicle Preemption System (2565) Traffic Control Interco1mection (1802) Qualification of VV orleers (2476 and 2565.3T) Painting (2564) Epoxy Pavement Markings (2564) Paint Pavement Markings , 1 11.. 12. 13. 1 ,1 1...... 34-98-186 @ 1999 Bonestroo, Rosene, AnLier]ik & Associates, Inc SPECIAL PROVISIONS INDEX SPECIAL PROVISIONS 1. PROJECT DESCRIPTION: This project consists of reconstruction of parts of 42nd Avenue from Winnetka to Boone Avenue as well as construction of a stonn water pond on the east side of Boone Avenue between 40-1/2 and 41st Avenue in New Hope, Milmesota. The reconstmctiol1 will include replacement of storn1 sewer, traffic control signals at Xylon, revisions to the traffic control system at Wilmetka, and reconstruction of streets and walle Included in the walk reconstruction \vill be installation of unit pavers, bollards, waste receptacles, ornamental fence, trees, and shrubs. 2. OVf.I\TER: The City of New Hope is designated as the Owner. The Engineer is Bonestroo, Rosene, Al1derlik & Associates, Inc. and the Landscape A.rchitect is Dah.lgren, Shard10w, and lJban with offices at 300 First Avenue, Suite 210, North Minneapolis, Milmesota 55401. 3. SE~UENCE AND SCHEDULING A1\1:O CO]'v1PT ETIOl'.~ DATE: It is expected that the City Council will consider the contract award at the Council Meeting April 26, 1999. The Contractor shall not commence \vork until the Owner has issued a "Notice to Proceed". This notice shall be issued when execution of the contract documents has been completed, the required permits and insurance certificates have been received, State pid Approval has been received, and a preconstmction conference has been held. The Contractor can assume that they will have copies of the contract documents within tlu'ee days after the contract award. The Contractor shall have no more th"m five \vorking days to complete their processing of the contract documents. The City attomey's office review ofthe contract documents shall take no more than two days. The Contractor shall start work within 10 calendar days after receipt of the Notice to Proceed. For purposes ofplmming work, the Contractor shall assume a stmi date of May 17, 1999. The anticipated phasing is shown 011 the contract drawings. This phasing IS based on our interpretation of how this projecT needs to be built given the specific issues. a. One lane of traffic in each direction must be open at all times. b. The project must be completed by September 17, 1999. 4. PHASING DATES: a. Phase 1 - North and South Side of 42nd Avenue and Vi est Side of Xylon Avenue - July 30, 1999. Items to be Completed: Removals, \vater main, storm sewer, granular borrow and aggregate base, curb and gutter, concrete pavement and repairs, bituminous base and binder, concrete walks, concrete cross\valks, concrete aprons, concrete pavers, bituminous walk, retaining wall, restoration and all miscellaneous items to complete area s11ov,,'11 as phase one, including ne\v Gethsemane entrance. 34-98-186 ;f;, 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. SF-I Boone Avenue Pond - Removals, excavation and grading, and restoration with specified seed mixes to be completed by July 11, 1999. b. Phase 2 - Begin construction no sooner than bituminous base and binder placed on Phase 1 and completed by August 20, 1999. Items to be Completed: Removals, water mall1, storm sewer, granular bon-ow and 1 '1 b" , , l' d r aggregate oase, CUrD anQ gutter, Itummous oase al1G 0111 er, concrete crosswalks, restoration and all miscellaneous items to complete area shown as phase two. c. Phase 3 - Completed by September 3,1999. Items to be Completed: Removals, water main, stonn sevver, granular bonovv and aggregate base, curb and gutter, concrete pavement and repairs, bituminous base and binder, concrete >;\/a1ks, concrete cross\valks, restoration and all miscellaneous items to complete area shown as phase three. Boone Avenue Pond - Stoml sewer and patching ofbituIPinous, walk, and curb and gutter to be completed by September 3, 1999; hOViever restoration with seed mixes will be incidental to previously paid disturbed areas paid under Phase 1 work. d. Phase 4 September 17, 1999. The remainder of the project, including all streetscapc: amenities and final weal" course. 5. LI01J1DATED Dp,jvLA.GES: Liquidated damages as specified in the Conditions oftlle Contract shall be Two Hundred Dollars (S200.00) per calendar day for each of the phases. In addition, liquidated damages shall be Four Hundred Donars ($400.00) per calendar day for failure to comply with the September 17, 1999 completion of all remaining work. The Contractor vvill be subject to an hourly ch3Tge for failure to maintain the traffic control devices as set forth in Section 01550. Non-compliance charges, for each incident, \vill be assessed at a rate of $100 per hour, for each 1101.11' or any portion thereof ',7,111ic11 the Engineer detem1ines that the Contractor has not complied. The Contractor will be subject to an hourly charge for failure to remove temporary lane restriction within the pennitted hours urJess othenvise authorized by the Engineer. Non-compliance charges, for each incident, \.7,1ill be assessed at a rate of$500.00 per hour for each hour or any portion thereof \vhich the Engineer detennines that the Contractor has not complied. 6. RESPONSIBILITY FOR DAMAGE: The Contractor agrees to defend, indemnify, and hold ham1less the County of Hennepin, the City of New Hope, and their officials, officers, agents, volunteers, and employees from any liability, claims, causes action, judgments, damages, losses, costs, or expenses, including reasonable attomeys' fees, resulting directly or indirectly from any act or omission oftlie Contractor, its subcontractors, anyone directly or indirectly employed by them, 34-98-186 ~, i 999 Bonestroo, Rosene, Ander-ilk & Associates. Inc. SP-2 and/or anyone for whose acts and/or omissions they may be liable in the performance of the services required by this Contract, and against all loss by reason of injuries or damages received or sustained by any person, persons, or property on account or the operations of the Contractor; or on account of or in consequence of any neglect in safeguarding the work; or through use oftmacceptable materials in constructing the work; or because of any envirom11ental damage or hazardous material damage caused by or resulting from the Contractor's activities; or because of any act or omission, neglect, or misconduct of the Contractor; or because of any claims arising or amounts recovered from infringements of patent, trademark, or copyright; or because of any claims arising or amounts recovered Lmder the \Vorker's Compensation Act; or under any other law, ordi..nance, order, or decree or due to the failure of the contractor to perfOI1TI fully, in any respect, all obligations under this Contract. 7. PRE-CONSTRUCTION CON"TERENCE: Plior to staliing the work a conference \vill be held with the Contractor, the Engineer. Matelials, material sources and construction methods will be reviewed and any questions or procedures '.vill be reviewed and any questions or procedures vv'ill be c1mified. The Contractor shall be available immediately following the bid opening to review materials and material sources. At the time of the pre-construction conference, the Contractor shall furnish names, addresses, and phone numbers of at least three individuals responsible for all aspects of maintenance (including traffic control devices) on the Project. These individuals shall be "on call" 24 hours per day, seven days per week. The individual "on call" upon receiving notification of any deficiency shall dispatch people, materials, and equipment to conect the deficiency. 8. SPECIFICATION REFERENCE: \Vhere the Mimlesota Department of Transportation specifications are referred to herein and where a reference to the word "State" is mentioned, it is understood that the word "Owner" is substit11ted. All reference to the word "Engineer" shall be interpreted as the Engineer for the City of New Hope. Minnesota Department of Transportation Specifications for Construction, 1995 Edition and revisions thereto shall apply except as noted herein. 9. EXISTIl"\TG CON1)ITIONS: All prospective bidders are advised to inspect the entire project area prior to submitting a bid to satisfy, in their own minds, the existing conditions of the project site. It shall be the responsibility oftlle bidder to detem1ine to his OW11 satisfaction soil and groundwater conditions. Soil bOlings taken by the Owner are included at the end of the specifications. Prospectiv.e bidders shall perfonn no subsurface exploration 011 42nd A venue Imtil a pennit therefore has been obtained from the County. Permits may be obtained at the COlmty offices, 1600 Prairie Drive, Medina, Minnesota. 34-98-186 i{;, 1999 BO:Jestroo, Rosene. Anderlik '-~ Associates, Inc. SP-3 10. USE OF LA1'\:'DS/EASEMEJ\TTS: All work is on public right-of-way or easements, which will be provided by the Owner. The Contractor may utilize the site as necessary to the quick and expedient completion of the work. Operations shall be confined to within the limits of the right-of- way or easements provided. However, he shall limit his use or the site to the lands necessary to the cunent construction of his work and shall promptly over other pOliions of the site as necessary to the work of others. Damage to sites beyond that required for access to the projects shall be restored at the Contractor's expense. The Owner is in the process of obtaining right-of-way and permanent and temporary easements. The anticipated date for acquisition of the light-of-way is on or before May 1999. The Contractor shall coordinate his v/ork until such time the right-of-way/easemellts are granted. Depending on the results of final easementltight-of-way negotiations, the extent of improvements may need to be adjusted. No additional compensation shall be made due to delays associated with easement/right- of-wav acquisition or adJ;ustments in immovemel1ts. "" ... ..t. 11. UTILITIES: K110Wl1 underground utilities are shown 011 the plans in a general way only. It shall be the responsibility of the Contractor to contact all utility companies through GOPHER "TA'TE~I"(A-'~O'?\ . .,. - ,. f'''' J rd' 0 L 4J4-U 0_1 pnor to COllstmctlOn to aeterTl1me the exact 10catlOn o~ utrl1tres. It \vi11 be the Contractor's resDonsibilin)1 to contact the OW11el'S of all utilities in anv area prior to the ~ - - construction in the area so that he can be infonned ofthe exact locations of all the utilities in the area including any that are not shown in the plans. It will also be the Contractor's responsibility to (1) report any existing danlage or faulty condition to the owners prior to construction, as once excavation has commenced it will be assumed that all damage to undergr01.md installations has been caused by the Contractor's operations and it will be its respol1sibi.lity to make the necessary repairs; and (2) upon completion of the project, contact all utility mvners and make anangements for a field inspection tlip by a representative of the Contractor and representatives of the utility owners to confirm that all damages caused by the Contractor's operations have been repaired to the satisfaction of the O\vners. No extra compensation or 'Naiver ofliquidated damages shall be allowed for delays in the work due to lack of coordination with the utility companies. The project vvill involve utility companies burying existing overhead utilities. The Contractor shall coordinate his activities vdh these utilities. Burying of utilities may take from eight to twelve , \'::./eeKS. 12. AWARD OF CONTRi\CT: It is intent ofthe City to encourage competitive bidding on each and aU aspects of this project. Onl~/ one award \vill be made, that being to the low combined total of all \^lork (Base Bids plus any accepted i'ljternate Bids) from the 10\'/ responsible bidder. The City, 11o\ve"ver, l11ay elect to delete specific ite111S froIn the c.ontract a\vard to COll1ply vv'it11budget requirements or delete specific by change order after the contract a\vard. 13. LIGHTS: NSP will be designing, purchasing, and installing the street lighting. The Contractor is responsible for coordination of the signal system and other streetscape construction with NSP. 34-98-186 ;~, 1999 Bonestroo, Rosene, Andc:lik f..\: Associates~ Inc. SP-4 14. INSURA..NCE: In order to protect itself and those listed in the indemnification provision in (MnDOT Spec. 1714) Responsibility for Damage Claims hereof, the Contractor shall at all times during the term of this Contract, a.l1d beyond such tem1 when so required, have and keep in force the follovving insurance coverages: Commercial General Liability on an OCC1..llTenCe basis with Contrachlal Liability and Explosion, Collapse, and Underground Property Damage (XCU) Liability Coverage: General Aggregate Products Completed Operations Aggregate Personal and adveliising L"1jury Each OcculTence- Combined Bodily Injury and Propeliy Damage Limits $1,000,000 $1,000,000 Sl,OOO,OOO $1,000,000 Automobile Liability - Combined single limit each OcculTence coverage for bodily injury and property Damage covering owned, non-ovv'11ed, and hired automobiles. $1,000,000 Workers' Compensation and Employer's Liability ^ r;. \Vorkers' Compensation Statutory If the Contractor is based outside the State of Mim1esota, coverage must apply to Milmesota La\vs. B. Employer's Liability. Bodily injury by: Accident - Each Accident Disease Policy Limit Disease - Each Employee $100,000 $500,000 $100,000 15. PROTECTION OF TREES AJ.'\TD SHRlJBS: There shall be no fill placed or equiprnent operated \vithin the drip line of the existing trees and shrubs not scheduled for removal. The Contractor shall be responsible for replacement of any trees and/or shrubs damaged in the course of this contract. Contractor shall make all efforts to avoid excavating arOLmd the roots of any existing trees and/or shrubs. 16. QU.A.....NTITY DEVIATIONS: Proposal \vork item quantities are estimated and are based upon general expelience in the area. The quantity is not guaranteed and the extent of the Work required will be dependent upon prevailing conditions. Also the City may be bidding some removals and grading under a separate contract in order to expedite bl!.J.jing of electrical utilities. As such, no unit price adjustment for any magnitude of increased or decreased quantities "livill be allowed. 34-98-186 1:':' 1999 Bonestroo, Rosene. ./1.nderlik & Associates, Inc. SP-5 17. WORKING HOURS: All work shall be accomplished between the hours of7:00 A.M. and 9:00 P.M. :Monday through Friday, and 9:00 A.M. to 7:00 P.M. on Saturday. No construction activity \'lill be pem1itted on Sundays or Holidays unless necessitated by an emergency or authorized in \vriting by the Owner or its representative. The Contractor must comply with all City ordinances to construct this project. 18. PROGRESS Al'ID COMPLETION: Bar Chart Schedule: Located in the back of these specifications is a bar chart schedule noting constmction vmrk items. Following the contract award, the Contractor shall complete the Bar Chari Schedule and submit it to Mark Hanson, Bonestroo, Rosene, il._t1derlik & Associates, Inc. The City will then schedule the preconstruction conference to revievf the 'Nork. The Bar Chart Schedule will be updated weekly. \Veekly updates shall shO\v all construction activities to be perfoffi1ed for the next four calendar weeks. Temporary erosion control activities must be identitled on all weekly updates in time frames, which provide compliance \'lith all applicable pemlits. In the event the work is not completed in accordance \vith the specified phasing completion dates, liquidated damages 'vvill be assessed in accordance with the specifications or a change order will be prepared extending the completion date. The change order will document the completion date change. The Contractor is responsible for planning the work to comply with the specified phasing completion dates or the written documentation justifying a phasing completion date change. The \yTitten documentation shall be provided in a timely manner to allow a change order to be considered at a council meeting before the specified phasing completion date. Failure to provide \vntten documentation vvill negate a phasing completion daTe extension. 19. STAKING: The Contractor shall review the survey needs of the project with the Engineer at the preconstrllction meetiIlg. At weekly intervals the Contractor shall provide a writlen priority list of project segments for construction staking by the Engineer. The Contractor shall give the Engineer no less than 48 hours advance notice of the need for additional stakes. The Contractor shall be provided \'lith one set of stakes. .Any restaking of the work shall be deducted from the amounts due the Contractor. 20. SUBLETTING OF CONTR..i\CT: Mim1esota law requires pnme contractors to pay any subcontractor within ten days of the Plime contractor's receipt of payment :5:om the Owner for undisputed services provided by the subcontractor. This law also requires the prime contractor to pay interest of ] -12 percent per month on any undisputed amount not paid on time to the sllbcontrac.tor. 21. SOtJRCE OFS"lJPPLY i-U\1D PUp..lIT"~_(: Tile pro1l1s1ons of IVIrlDOT Spec 1601 are supplemented as follovifs: The Contractor vvill furnish and use only materials manufactured in the United States in executing the work under this Contract, conformance yvith the provisions of Milmesota Statute 16B.I01 (Preference for _American Ivlade IVlaterials), except for petroleum products which are hereby exempt. 34-98-186 (~,: 1999 BoncstToo1 Rosene, Anderlik 8: Associates) Inc. SP-6 All materials other than iron, steel a..nd petroleum products purchased for govemmental purposes on this Project must be manufactured in the United States, except where 1\1nDOT detenl1ines that: A. The materials are 110t manufactured in the United States in sufficient or reasonably available quantities. B. The Plice or bid of the materials unreasonably exceed price or bid of available and comparable materials manufactured outside the United States. C. The quality of the materials is substantially less than the quality of comparably pri.ces available materials manufactured outside the United States. D. The purchase of the matelials manufactured in the United States is othenvise not in the public interest. A Contractor may f1..lmish and use materials which were not manufactured within the United States only by demonstrating to the satisfaction of the Engineer that the use of such rflaterials meets at least one or more of the conditions specified in above paragraphs, A. tb..rough D. "Manufactured in the United States" means manufacrured in whole or in substantial pari within the United States or that more thar1 50 percent of the component parts thereof were manufactured in whole or in substantial part within the United States. Cement marmfachlred in Canada is considered to have been manufactured in the United States for purposes ofthis section. Except where the cost of iron and steel materials incorpoI"at'c;d in the work does not exceed 0.1 percent of the total contract cost or $2,500.00, whichever is greater, all manufacturing process for iron and steel matelial, including application of coatings, must occur in the United states. All bids must be based on fumished domestic iron and steel. The Contractor or its sUDDlier shall submit to the Engineer a celiification stating all iron and steel ~~ - v items supplied are of domestic manufacture except for non-domestic iron and steel specifically permitted in the paragraph above. The State will approve the use of foreign iron and steel materials for particular Contract items, provided the bidder submits, along with its proposal, stipulation offering a price reduction for one or more of the contract bid items containing steel. 22. SITE RESTORJ\TION: An areas disturbed by the construction of this work shan be restored to a better a equal state compared to the condition of the site which existed prior to construction. The Contractor shall salvage or replace all topsoil that is disturbed or lost. All disturbed turf areas (except for the Boone Pond, \vhich will be seeded) shall be sodded. No direct compensation shall be made for salvaging or replacing topsoil. The Contractor shall not be compensated for sodding! seeding to repair any additional damage to the site. 23. CLEAN UP A1\TD SITE PROTECTION: All equipment must be secured arId all construction material and debris must be picked up at the end of each day. 34-98~ 186 (g 1999 Bonestroo, Rosene, A.nderlik& Associates. Inc. SP-7 Vlhere materials or debris have washed or flowed into or have been placed in water courses, ditches, gutters, drains, catch basins, or else\vhere as a result of the contractor's operations, such material or debris shall be removed and satisfactorily disposed of during progress of work. All ditches, ch,umels, drains, etc., shall be dept in a clean and neat condition. At the completion of the project, all construction deb11s shall be removed and disposed of in a manner satisfactory to the Engineer. The contractor shall leave all of the premises and adjacent property affected by the operation in a neat and restored condition satisfactory to the Engineer. 24. STREET S\VEEPER,: This work shall consist of removing aggregate and soil sediments from paved portions of the project, or adjacent roadways, open to the traveling public. Removal shall be accomplished with self-propelled street sweeping equipment. Disposal of the . 1 . 11 b . , . 1 M -n O"'~ S ') 1 (\ . r,,., swept matenal S113., e 111 accoraance WIt 111ru.J 1. pec... vLL.:>L. Sweeping shall be accomplished as directed by the Engineer. The Contractor shall have the responsibility to infol11J the Engineer, of any roadways \vithin or adjacent to the project which are experiencing aggregate or soil deposits due to the project construction activities. Roadway sweeping and cleaning shall commence within two hours of the Engineer's order to perfom1 sweeping and cleaning activities. Failure to perform sweeping and cleaning activities as directed by the Engineer will result in the assessment of non-compliance charges. Non-compliance charges, for each separate incident, \-vill be assessed at an hourly rate equal to $50 per hour each hour or any portion thereof which the Engineer detelmines that Contractor has not complied. The method of measurement and basis of payment for "Street sw'eeper (with Pickup Broom)" shall be by the hour for the actual time spent s\veeping the project roadways or adjacent streets as directed by the Engineer. Payment by the hour, as measured to the nearest one-half hour, shall be compensation in full for all COSTS incidental thereto, including but not limited to labor, equipment, \vater and deblis disposal. No additional compensation shall be paid for overtime labor that may be required to complete all necessary sweeping. No payment will be made for sweeping n0l111ally required to construct the project as specified; such as betvveen bituminous lifts, prior to curb and butter construction on bitl1minous base, prior to placement of traffic markings, etc. No payment will be made under this item for sweeping done by "kickoff brooms". 25. NIOBILIZA TION: The Contractor shall fumjsh to the project site all personnel, equipment, materials, and other incidental items necessary to complete all \'lork included in the contract. Partial payment of lump sum bid item "Mobilization" will be measured and calculated using a percentage based on the follO'.ving: Bid Iter11 Percent _of "Mobilization" 30% 60% 80% 100% i1.fter 1 ~t PaYl11ent Completion of Ston11 Sewer Completion of 50% of Street Construction and lunenities Completion of 100% of Street Construction and Amenities 34-98-186 1999 BonestToo, Rosene: A.nderlik & Associates, Inc. c~ 0 ,-,1:'-0 26. CARE OF EXISTING STREETS: The Contractor shall be responsible for any damage done to any dliving surface adjacent to the project. The Contractor shall provide a straight, square butt joint where new pavement meets existing surfacing throughout the project. 27. CONTRACTOR'S RESPONSIBILITY FOR EXISTL.I\TG STRUCTURES: Upon completion of the bituminous wear course, including fInal casting adjustment, the sanitary sewer and stonll sewer lines, manholes, Chid gate valves shall be cleaned by the Contractor. The cleaning of these lines shall be accomplished through the use of jetting equipment. The requirements for the jetting equipment include the use of at least a 2.54 cm hose and a minimum pressure of 11032 kPa. All gravel, dirt and debris shall be the responsibility of the Contractor and shall be removed. Attempts to merely flush the dirt, debris, etc. further dovvnstream beyond the limits of this project will result in increasing the liability and responsibility for system cleanup to 0.11 downstream lines. This removal shall be performed by the Contractor or deducted from the contract payment if performed by the City or its auth0l1zed agents. The cleaning and jetting of the sanital'j lines, stonn lines, manholes, and gate valves shall be considered incidental to the work with no additional compensatIOn. 28. SIGN REMOVAL Al"ID REPLACEMENT: The Contractor shall be responsible for removal, care of, and replacement of all non City or County owned signs, posts, etc., that may be within the construction limits as directed by the Engineer. The Contractor shall be responsible for removal, care of, and storage of COlU1ty signs until the County picks up the signs. Such work shall be considered incidental to the project with no additional compensation allowed therefor. The Contractor shall contact the Owner plioI' to beginning construction vlithin each section of work and the Owner will remove all City owned signs. 29. ACCESS DURll\fG CONSTRUCTION: Access for businesses during constmction is of critical COl1cem to all parties involved in this project. The Contractor is to provide businesses with a minimum 24-hour notice when access will be limited during the placement of concrete aprons and curb and gutter. Driveway aprons may need to be poured in Yz sections depending on the access needs ofthe businesses. No additional payment will be made for these drivew'ay situations. During construction, the Contractor shall also fumish and apply \vater for dust control as directed by the Engineer. 30. USE OF vVATEF,: The indiscriminate use of hydrants is prohibited by persons other than City forces. \\There water may be needed for turf maintenance, gravel base compaction or other miscellaneous needs, it shall be obtained at loading stations at New Hope Public Works Department or a location designated by the City. 31. TESTS: All tests required in the specifications shall be paid for by the City of New Hope, except for concrete tests. Test failures shall be retested at the Contractor's expense. 34-98-186 cQ 1999 Bonestroo, Rosene, ::.\r:deriik & Assoclates, Inc. SP-9 The Contractor shall assist the Engineer by notification of the pit location, scale location and all other conelated items two weeks in advance of the starting time so that the adequate control measures can be established. 32. SCALE: The Contractor shall provide the necessary scale and scale person for weighing the items furnished on a ton basis under these specifications. The scale shall be pennanently in place a..'1d shall comply with the Milmesota Public Service Department Rules and be approved by the IvIirmesota Department ofV\Teights and Measures. Portable scales are not acceptable. The Engineer may peliodically instruct the Contractor to weigh his material at another scale other thall that provided by the Contractor. In the event of a -weight discrepancy, the Minnesota Department of 'vVeights and Measures vvill detennine the amount of difference ill weight and the Engineer will adjust the w'eight of material being paid for accordingly. 33. (265) TRA.FFIC CONTROL SIGNALS: The full traffic-actuated traffic control signal systems shall comprise all of the work shown on the respective plan sheets for each system, complete, inplace, and in operation, all 111 accordance with the 1995 Edition of the Milmesota Department of TranspOliation "Standard Specifications for Construction", and all supplements thereto except as shown and noted in the Plans and modified in these Special Provisions. 33.1.1 Signal Heads The vehicle and pedestrian signal faces and appurtenances thereto shall be provided in accordance with the provisions of 3 834 and 3835. The Contractor shall install, aim and tilt each signal indication as directed by the Engineer. 33.1.2 Pedestrian Signal Faces Each Dedestlian signal face shall be in accordance 'Nith the aPDlicable provisions of 3835. J. '-" .... ~ _ ' except as follows: 1. General The pedestrian signal faces shall each be a single unit housing for both symbol messages and shall utilize light-emitting diodes (LED's). Construction shall consist of a housing, one-piece door, tmmel type visor, and a single piece double parabolic ret1ector. The shall be designed to meet or exceed liE requirements and offer low maintenance and increased durability. Components shall be compatible vv'ith standard signal hardware and shall be interchangeable with other units of similar COl1structi on. 34-98-186 <<J 1999 BoneslToo, Rosene, Anderlik & AS5oci~tes, Inc. SP-IO 2. Housing The housing shall be a one-piece, conosion-resistant, aluminum alloy die casting with all sides, top and bottom integrally cast. All parts of the housing shall be clean, smooth and free f1'OIl1 cracks, sharp burrs and other imperfections. Four mounting lugs shall be integrally cast into the top and. bottom area at equal distances pennitting the housing door to hinge frorn either side. All interior-mounting locations shall be symmetrically positioned. The housing shall have an integral 72-teeth senated boss as part of the top and as part of the bottom ofthe housing for use ''lith standard signal bracketing hardware. Each boss shall have reinforcing ribs projecting the load bealing stress to the entire housing. 3. Housing Door The housing door shall be a one-piece, conosion-resistant, aluminum alloy die- casting. The door, when closed, shall be forced tightly against the housing by stainless steel locking devices. All hard\vare shall be of stainless steel material. The door shall be designed to be easily removed fr0111 the housing vvithout the Llse of tools. The door shall hold the glass lens. The lens shall be easily removable ii-om the door. Any hardware used to attach the lens shall be of stainless steel material. Gasketing shall be provided betv/een the housing and the housing door to exclude dust and moish1re and ensure a weathe11ight enclosure when closed. The outer face of the housing door shall have four tapped holes equally spaced about the lens opening to accommodate four screws for securing a visor. 'l '-1. Visor The pedestrian signal face shall have a removable tunnel type visor attached to the housing door by four stainless steel screvvs. The visor shall be a minimum of 279 111m in length with all sides ortne visor approximately the same length. The visor shall be fabricated from sheet alumimUYl and shall encompass the entire top and sides (bottom open) ofthe pedestrian signal face. The visor shall be designed to fit tightlv against the housing door so as to prevent any nerceDtible filtration of light ...... '" '-' "-" '" ,./ .l 1. '-' betvveen the door and the visor. The top of the visor shall have a do\vmvard tilt of approximately 3-1/2 degrees. 34-98-186 :~i i 999 Bonesrroo, Rosene, Anderlik & Associates, Inc. SP-II 5. Optical Unit The optical unit of the pedestrian signal face shall consist of a single lens, a double parabolic type reflector, one LED unit for the hand message, and one LED unit for the walking person Inessage. a. LED Units for "Hand" Message The hand message shall utilize a light-emitting diode (LED) unit in accordance with the latest issue of the lIE Standards for color, and as follows: al. Shall use 60311111 "PORILp...J:\iu OR.Al~GE" AS AlbGaP LEDs or approved equal. a2. If any individual LED fails, no more than 15% of total light output will be lost. a3. The Unit shall have an automatic voltage input compensating circuit. a4. The drive current for each individual LED shall not exceed 27 m.ADC. 0.5. Shall not use insulation displacement COlmectors. 0.6. Shall easily retrofit into a standard pedestrian indication housing usmg existing screw based sockets. a7. Power consumption shall be as follows: Operating voitage shall be 95 V AC to 135 VAC 60 Hz. Pow'er consumption shall be 15 watts or less. as. AC or DC voltages at the input terminals of the LED indication shall be beloyv 15 volts within 200mS aner removing power. The indication shall -work with a conflict monitor utilizing NbMA plus functions, specifically DUAL TI\TDICATION. 0.9. The manufacturer shall Drovide the follo\vim-: wan3nty provisions: ~ ~ Replacement or repair of an LED signal module that exhibits a failure due to workmanship or matelial defects \vithin the first 60 months of i1eld opera.tion. Replacement or repair of LED signal modules that fall below 60 percent of the manufacturer's initial intensity \vithin the first 60 months of field operation. 34..98-186 :bJ 1999 BonestToo, Rosene, .A..nderlik & Associates, Inc. SP-12 34-98-186 1999 Bonesiioo, Rosene, .~nd.;rlik 8: Associates, Inc. The Contractor shall, to the satisfaction of the Engineer, affix to the back of each "hand" pedestrian signal indication a pennanent label indicating the date of installation. b. LED Units for "\Valking Person" Message The walking person message shall utilize a light-emitting diode (LED) unit in accordance with the latest issue of the ITE Standards for color, and as follows: b 1. Shall use xy333 "U:JNA1~ \-VHITE" as INGaP LEDs or approved equal. b2. If any individual LED fails, no more than 15% of total light output will be lost. b3. The Unit shall have an automatic voltage input compensating circuit. b4. The drive CUlTent for each individual LED shall not exceed 27 mADC. b5. Shall not use insulation displacement connectors. b6. Shall easily retrofit into a standard pedestlian indication housing usmg existing screw based sockets. b7. Power consumption shall be as follov/s: Operating voltage shall be 80 V AC to 135 V AC 60 Hz. Power consumption shall be 15 watts or less. b8. AC or DC voltages at the input telminals of the LED indication shall be below 15 volts yrithin 200mS after removing povver. The indication shall \vork with a conflict monitor utilizing 1\TElvlA plus functions, specifically DUAL INDICATION. b9. The manufacturer shall provide the follo\ving wananty provisions: Replacement or repair of an LED signal module that exhibits a failure due to workmanship or material defects within the rD.-5t 60 months of field operation, Replacement or repair of LED signal modules that fall belo'w 60, percent of the manufacturer's initial intensity within the first 60 months of field operation. The Contractor shall, to the satisfaction of Engineer, affix to the back of each "hand" pedestrian signal indication a permanent label indicating the date of installation. SP-13 c. Lens The lens shall have tWQ international symbol messages each at least 228 mm high. The lens shall only have one intemational symbol message displayed when the signal is illuminated. The intemationa1 symbol of an upraised HA0lTI shall be Portland Orange in color and of a W.ALKING PERSON shall be Lunar y\illite in color, both confom1ing to the latest ITE standards. The entire area around the symbol shall be blacked out and shall be free of any light projecting through in areas other than the symbol. Only one symbol message shall be illuminated at anyone time. The BANTI symbol message shall be on the left side of the lens (as one views the pedestlian signal face) and the Vi ALKl1\fG PERSON symbol message shaH be on the right side. The lens shall be of tempered glass \vith one sIde textured for even light distribution. The lens shall have a ceramic-fired mask to ensure pemlanent adhesion to the glass. The lens shall be designed to fit into a gasketed opefljng of the housing door. The lens shall be secured to the housing door. i\ny hard\vare shall be of stainless steel material. d. Reflector The reflector shall be contained within one-piece housing and shall be a double parabolic type \',lith two openings in the back for t\VO lamp receptacles. The two parabolic cavities shall be highly reflective with a clear hard coating applied to resist wear and scratching. The two parabolic cavities shall be separated by a divider with gasket so that the divider shall mate 'with the lens in such a way to prevent false illumination of the unlit symbol message. e. Lamp Socket Assembly Tbe lamp socket assembly shall consist of two porcelain lamp sockets (one for each parabolic reflector), an aluminum heat dissipating mounting plate and a tenninal block. The tenninal block shall be a thl'ee-position banier type conveniently located within the housing. The wire leads from each socket shall be color-coded and the neutral conductor wire lead each socket shall be Y'lhite. 34..98. i 86 <:S:;! i 999 Bonestroo. Rosene, AnderJik &. Associates: Inc. SP-14 6. Painting All surfaces of the housing shall be finished painted highway yellow. All surfaces of housing door and the visor shall be finished painted a dull non-ret1ective black. 7. Ivlanufacturer's Drawings and Specifications The Contractor shall submit to the Engineer for approval three sets of ma.'lufacturer's drawings and specifications of the pedestlian signal face. 8. Inspection The pedestrian signal faces shall be approved by the Engineer before installation. 33.1.3 Vehicle Si\:mal Faces All new vehicle signal faces shall be in accordance with the provisions of 3834, and as follows: 1. "RED" Signal Indications All"RED" signal indications shall utilize a light-emitting diode (LED) unit in accordance with the latest issue of the Sta.ndards for color and intensity and as follO\vs: A. shall use 630 11m "RED" TS Al1nGaP or 622 111-11 "RED-ORi~J\rGE" AS AllnGaP LED's or approved equal. B. if <l..l1Y individual LED fails, no more than 15% of total light output will be lost. C. the Unit shall have an automatic voltage input compensating circuit. D. the drive CUlTent for each individual LED shall not exceed 27 mi',nC. E. shall have waved length-matched polycarbonate "RED" lens. F. shall not use insulation displacement connectors. G. after a 30-minute warm-up period, all signal indications shall meet or exceed the requirements for ITE intensity. 34..98-186 'ti 1999 BonesLToo, Rosene) Anderlik & Associates, Inc. SP-15 H. power consumption shall be as follows: operating voltage shall be 95 'lAC to 135 V AC 60 Hz. 300 111rn "RED" circular ball: 33 watts or less. 300 mm "RED" arro\v: 12 watts or less. 1. the LED unit shall be sealed \vith a one-piece neoprene or EPDM (Ethylene, Propylene, Diene Monomers) gasket and shall be \vatertight. J. AC or DC voltages at the input terminals oftl1e LED indication shall be belovv 15 volts 'Vvithin 200mS after removing pow.er. The indication shall v>,ork \',lith a conflict monitor utilizing 1\TE1LA. plus functions, specifically DUAL TI'ID I CATl C; l'J. 2. "YELLOVv" Signal Indications All"YELLOW" signal indications shall utilize a light-emitting diode (LED) unit in accordance with the latest issue of the ITE Standards for color and intensity and as follows: A. shall use 590 IID1 "YELLO\^fH TS AllnGaP or approved equal. B. if any individual LED fails, no more 15% of total light output \vill be lost. C. the Unit shall have an automatic voltage input compensating circuit. D. the drive cunent for each individual LED shall not exceed 27 ml\..DC. shall have wave length-matched polycarbol1ate "YELLOW" lens. F. shall not use il1Sl11atioIl displac-ell1ellt GOllilectors. G. after a 30 minute warm-up period, all signal indications shall meet or exceed the requirements indicated in Table No. 2 (Minimum Intensity Levels) included elsewhere in these Special Provisions. H. power consumption shall be as follows: operating voltage shall be 95 V AC to 135 V AC 60 Hz. 300 mm "YELLOvV" circular ball: 39 watts or less. 300 mrn "YELLO'N" an-ow: 20 \vatts or less. 1. the LED unit shall be sealed a one-piece neoprene or EPDM (Ethylene, Propylene, Diene Monomers) gasket and shall be watertight. 34-98- I 86 ;f;' 1999 Bonestroo: Rosene, Anderlik & Associates: inc. SP-16 J. AC or DC voltages at the input tel111inaIs ofthe LED indication shall be belo\v 15 volts within 200mS after removing power. The indication shall work with a conflict monitor utilizing "N"EMA plus fL1.l1ctiol1S, specifically DUAL D>.)TIlCATI 01"'J. Prior to Hennepin County acceptance of the "YELLO\V" LED baH indications, the manufacturer shaH supply to the Department, independent test results indicating that the LED units, as designed and manufactured, meet the Mn/DOT JVHnimum Intensity Levels as set forth in Table 2 induded elsewhere in these special provisions. 3. llGREEN" Signal Indications All "GREEN" signal indications shall utilize a light-emitting diode (LED;I unit v ~ ~ , in accordance with the latest issue of the HE Standards for color and intensity, and as follows: A. shall use 505 mn "GEEEN" LED's or approved equal. B. if any individual LED fails, no more than 15% of total light output will be lost. C. the Unit shall have an automatic voltage input compensating circuit. D. the drive CUlTent for each individual shall not exceed 27 mi\DC. E. shall have wave length matched polycarbonate "GREEN" lens. F. shaH not use insulation displacement connectors. G. after a 30-minute wann-up peliod, all signal indications shall meet or exceed the requirements for lTE intensity. H. power consumption shall be as follows: operating voltage shali be 95 V AC to 135 VAC 60 Hz. 300 l1ID1 "GREEN" circular ball: 20 watts or less. 300 mm "GREEN" arrow: 15 watts or less. 1. the LED unit shal1 be sealed vvith a one-piece neoprene or EPDM (Ethylene, Propylene, Diene Monomers) gasket and shall be watertight. J. AC or DC voltages at the input tem1inals of the LED indication shall be below 15 volts \vithin 200mS afler remo"ilng The indication shall work with a conflict monitor utilizing l\ffilvlA plus functions, specifically DUA..L ll'JTIIC:l-\.TION. 34-98~ i 86 (9 ] 999 Bonestroo, Rosene, Anderlik & i\ssociates~ Inc. SP-17 For all LED signal indications, the manufacturer shall provide the foliowing wananty provisIOns: 1. Replacement or repair of an LED signa.l module that exhibits a failure due to workmanship or material defects within the first 60 months of field operations. ') Replacement or repair of "RED" and "GREEN" LED signal modules that fall beloyV'" the requirements for ITE intensity \vitbin the first 60 months of field operation. Replacement or repair of "~,{ELLOW" LED signal modules that fall belo\v 60 percent of the minimum intensity levels indicated in Table 2 within the first 60 months of field operation. For each LED signal indication, the Contractor shall submit to the Engineer, for approval, three copies of all wananty illfonnation, shop drawings, a Manufacturers' Certificate of Confol111ance to this specification, independent test results for "YELLO\V" ball indications, and all other pertinent manufacturer data. As pmi of the pertinent manufacturer data, the Contractor shall include the product invoice. All vehicle signal faces with LED indications shall be approved prior to procurement. The Contractor shall, to the satisfaction of the signal indication a pennanent label indicating the , affix to the back of each "LED" installation. 33.1.4 Signal IVlounting Signal mounting and bracketing shall be as shOV1n or noted in the Plans, and as further specified herein. As mounted signals shall be plurnb and rigid in accordance with the provisions of 2565.3L. (a) Pole Mounted Signals: Signals mounted on the shaft of the mast arm signal pole shall be in accordance ivith Standard Plate 1\-1811 aD and as detailed in the Plans. Lower signal head bracket shall be threaded into the semi-blind flange of ~ ~ the pole Upper or lov/er bracket a11T1S shall be cut and threaded, replaced, or adjusted for length as may be necessary so that the mounted signal faces are plumb and rigid. 34-98-186 (r;, 1999 Bonestroo, Rosene: Andcrlik & Associates, Inc. SP-I8 (b) Mast Am1 Mounted Signals: Mounting for the suspended signals on the mast ann shall be in accordance 'Vvith the details and dimensions of Standard Plate M8124E, except as modified and specified hereinafter. Mounts may be cast aluminum meeting the requirements of ASTM B 1 08-76 for alloy SG70A- T6 (Aluminum Association Designation 356.0T6). Mounts shall be slip fitter type with safety flange. Two sections of the signal faces shall mount belo'\v the slip fitter with the remaining sections mounted above; however, for mid-ann mounted signals, it may be necessary that only one section of the signal face be mounted belovv the slipfitter to provide the required clearance over the roadway. The mounted signal faces with background shield shall have a minimum veliica1 clearance from the lowest point of the signal face or shield to the finished roadway surface of not less than 4.9 meters nor greater than 5.5 meters. The desired or "target" value clearance 5.2 meters. 33.1.5 Pedestrian Push Buttons The pedestrian push buttons shall be installed on the mast mill signal poles and signal pedestals noted in the Plans and in accordance with the provisions of 3833. The pedestlian push button shall be installed at a minimum height of 1067 millimeters and maximum height of 1143 millimeters above the adjacent ground line or sidewalk and shall be set normal m1d adjacent to the crosswalk, which it serves. Push button fixtures and fittings shall be provided 'with anti-seize compound. Each push button shall be drilled with a 4 Tilll1 diameter hole in the bottom so water can drain out. The wire entrance to the push button housing shall be made as weatherproof as possible by caulking with a silicone caulk. 33.1.6 lVrast A.nn Sig:na1 Poles The mast aim sig:nal pole shall be as 5110\V11 in the plans and in accordance with the provisions of 3831 and as modified in these special provisions. Each mast ann signal pole shall consist of rotatable, or non-rotatable, separate, or integral tranSf0l111er type base, a vertical pole shaft, a mono-lever or twin type signal mast arm, pole cap, and, a separately rotatable vertical pole shaft extension with davit type an11 for luminaire mounting if so required in the Plans. Entire rnast arm, pole, and extensions shall be fabricated from high strength, low alloy structural steel COnfOlTIling to the requirements of3309, and shall provide the dimensions, clearances, details, and general configurations sho\vn in the Plans. Mast arm signal poles and luminaire extensions shall provide for all \viring of the signal heads and luminaires intemal to the ann and poles. 34-98-186 c; 1999 Bonestroo, Rosene. AnJeriik & Assoclutes, Inc. SP-19 The mast aml signal poles and components thereof shall be designed to withstand the loadings sho\vn in figures lA and of these Special Provisions, including the normal and torsional stresses produced thereby. The specific dimensions or loadings, if shown in the Plans, shall be taken into account for design of particular units to be fumished under the Contract. Each mast arm pole standard shan be designed and constructed in accordance with the latest requirements of the Stcmdard Specifications for Structural Supports for High\vay Signs, Luminaires and Traffic Signals, by the American Association of State Highway and Transportation Officials. Design \vind loading shall be not less than 147 kilograms per square meter. Slipfitter and flange shall be provided on the extended tip of the signal mast aIm and at such mid-am1 locations as required in the Plans. SJipfitter and flange shall be in accordance yvith Standard Plate M8123D. Semi-blind flanges shall be continuously welded into the pole shafts at the angles and elevations shown in the Plans. Threading of these flanges shall be for nominal 38 millimeters steel pipe fittings. IVlounting plates on mid mast arm locations E, F lli"'1d G, if shovm in the Plans, shall be solid and cover the pipe completely. Projection beyond the mounting plate shall not be provided. These mOUllting plates are proposed for sign panel installation. Radius of the davit arm for the luminaire shaft exten3;ons shall be approximately equal to the davit arm length. The intelior and extelior surfaces of the complete mast ann signal pole and all components shall be given a shop coat of rust inhibitive metal primer. The metal components shall be painted in accordance with 2565.3T. Anchor bolts, nuts, and washers shall conrol1n to the requirements of ASTM A325 for high strength bolts. Top 255 millimeters of the anchor bolts, nuts, and washers, if any, shall be hot dip galvanized in accordance with ASTM A153. A.nchor bolts shall be adequate for the loadings produced by the structure. Dimensions sho\vn in the Plans shall be minimums. A cage and template shall be provided to hold the anchor bolts in conect, rigid aligmnent while the concrete is being poured. Such cage and template shall not be welded or tack \velded to the anchor bolts. AJIChor rods shall be complete with galvanized leveling and clarnpil1g nuts, . 1 as reqUireG. Each pole shall be complete \vith 38 millimeters X 1524 millimeters (minimum) anchor bolts. Heavy duty clampin.g bars shall be supplied for each rotatable base pole. Anchor bolt nuts shall be torqued 2169 N.m for 38 millimeters diameter nut and 3796 N.m for 51 millimeters diameter nut. 34-98-186 i~;: 1999 Bonestroo, Rosene, Andcrlik <..'t Associates! Inc. SP-20 In addition to such test reports required in the specifications, the Contractor shall, if requested by the Engineer, submit four copies of celiified test repOlis per heat of steel coveling the chemical and mechanical properties of the steels proposed for the mast arm poles and anchor bolts. The steel shall conf01111 to the specification requirements prior to the start of fabrication. The Contractor shall submit shop dra\vings of the proposed mast ann signal poles showing all dimensions, thicknesses, and details for approval prior to the start of fabrication. 33.1.7 Luminaries The luminaries shall be as shown in the plans and provisions of 3831 and as modified in these special provisions. Luminaries shall be Stemer "Executive" Shoe Box, 250 watt high pressure sodium vapor with integral constant -~vattage ballast wired and installed for operation on 120 Volt AC, 60 Hz. Luminaries shall provide ANSI/rES light distribution pattern Type III, medium, semi-cutoff. Luminaries and lamp size required for a particular system shall be as shown in the Plans. Lighting cables installed for luminaires shall be 3C No. 12 cable. Each luminaire shall be complete with EEI-l\TEMA Standard three tenninal, polarized, twist- lock type photo electric control receptacle. The plug-in photo cells shall be provided and installed by the Contractor in accordance with the provisions of 3 812. Individuallumil1aires shall be provided with molded line flIse connector and fuse \vithin the mast am1 pole base. Molded fuse COlmectors shall provide waterproof cOllilections \vith breakaway feature, and be sized to fit the conductors. Fuses shall be 10 ampere cartridge type. The neutral conductor shall not be fused. All luminaires shall have a minimum 5-year manufacturer's wananty peliod. 33.1.8 Traftlc Simal Control Cables and Conductors Traffic signal control cables, except loop lead-ill cables, shall be Type B, in accordance with 3815 (ICEA-NEMA Type B Control Cable), installed as a continuous run without splices frarn the signal or the detector to the controller except vihere the cabling shown in the Plans specify a tenninal block, tap, or splice. All required splices shall be of the running or V"; estern Union type and shall be viaterproof. All cable installed in conduit shall be pulled by hand. Not less than 1 meter of slack: shall be left of each cable l.1'1 each harldbole, pull box, or pedestal base through which a nm of cable passes, except that a minimum of slack cable and conductors for detector loop lead-ins shall be left in the handholes thl'ough which they pass to prevent the fOnTiation of secondary loops. 34-98-186 ~, 1999 BonestTvO, Rosene~ Anderlik & Associates, Inc. SP-21 Conductors installed in saw cuts for detector loops shall be 1/C No. 12 Stranded Cross Linked Polyethylene Type XHH'll. The detector loop wire shall be labeled Type XHHW. The connection between the conductors fanning the loop and the 2/e No. 12 shielded cable shall be rumling or \Vestern Union type splice, soldered and waterproofed with shrink tube \'lith adhesive liner. Conductors within a signal pedestal, or mast arm pole, from the cabled conductors in the base to the tenllinal block in the signal head shall be Type THvVN, No. 14 A.Vi.G., with stranded conductors. Each optical unit of the signal head shall be wired separately to tbe cable conductors in the cOlTesponding pedestal or mast arm base. Cross wiring of heads will not be permitted. Neutral conductors smaller than No.4- A.W.G. shall be color-coded white at the time of production. Field painting or taping will not be accepted tor conductors smaller than No.4 A. W.G. The Contractor shall make connections of all conductors in pedestal and mast ann bases with wire nuts. Insulated spade lugs shall be used for tenninal block connection of all conductors in the controller cabinet. 33.1.9 LOaD Detector Lead-in Cable Loop detector lead-in cable shall be in accordance the jacketing material. The jacketing material shall be the provisions of 3815,. except for accordance with the following. The conductor assembly shall be covered 'with a continuous layer of black jacketing grade, high molecular weight, and low-density polyethylene material having a minimum average thickness of 30 1ms. The jacketing material shall meet the requirements of ASTM Designation D-1248, Type 1, Class C, Grade 5, J-3 latest revision. 33.1.10 EVP Detector Cables The EVP detector cable shall be tvvisted tlu'ee-conductor shielded cable \vith a QTound drail1 w .- wire in accordance with the provisions of 3815 .2C5. 33.1.11 Handholes (Pull Boxes l. pve handholes with metal covers (frame and cover castings) shall be constmctecl 111 accordance with Standard Plate IVI8114A. Handholes shall be installed at the locations as shown in the plans. The tops of hand holes shall be set as directed by the Engineer. 34-98- ] 86 it. j 999 Bonestroo. Rosene, Anderlik & .r\ssoc!utes, Inc. SP-22 Metal covers shall have cast inplace concrete collars, or shall be placed in walk panels at the time of walk construction or replacement. Dimension of collar, or \valk panel, shall be 150 mm minimum depth, and 150 mm minimum width of concrete collar or walk as measured from edge of metal casting to outside edge of collar or walle pa..'1el. Collar or walk panel shall have steel reinforcement (l'~o. 4 bars) to the satisfaction of the Engineer. The bottoms of hand holes shall be set 011 a compacted 0.3 meter deep by 1 meter diameter aggregate drain bed as indicated in the Standard Plate lVI8114A. After handhole and conduit installation at each handll01e location, all inside handhole sidewalls shall be made as watertight as possible to the satisfaction of the Engineer by patching with a material compatible caulking compound or other compatible sealing matelials. Ne\v handhole with concrete cover, and any in place handholes with concrete cover that is opened by the Contractor, shall be sealed witb caulking compound COnf0l111ing to the requirements of 3 731 after work is completed. Lift handle of concrete cover shall also be sealed \vith caulking compound. Handhole with frame and cover castings required to be placed in areas not surfaced with concrete shall be sUPPOlied by concrete to the satisfaction of the Engineer. Excavations for handholes shall be backfilled aromld the installed handhole, and the backfill material shall be like in kind to the adjacent soils compacted to approximately the same density. If new handholes and conduits are to be installed in inplace concrete pavement, the Contractor shall instal1 conduits and handholes in stal2:e construction with the orior aDtJroval '-" 1.. l .... of the Engineer. 33.1.12 Conduit Rigid steel conduit shall conform to the requirements of 3801. Intennediate metal conduit shall not be used in lieu of rigid steel conduit. Non-metallic conduit, if required in the Plans, shall be Class II heavy-wall rigid PVC Schedule 40 conforming to the requirements of 3803. i!;JigrLYl1ent of conduit installed by the jacking method shall be \vithin 0.3 meters of the staked ali2J.unent Drovided that such deviation is perrnissible lmder the field conditions and shall be '-" ..:. - \vithin plus or minus 150 nun of the conesponding open cut grade provided that the conduit, as installed, shall drain. All conduits shall be sloped to drain to an open end at a handho1e unless the Plans call for , " a conduit run terminating in such manner as to preclude SLlch installation. In such case, a drain "T" shall be provided as directed by the Engineer. 34-98-186 (,~) 1999 Bonestroo, Rosene, Anderlik & Associates, inc. SP-23 Maximum pem1issible depth of conduit at the handholes shall be 760 millimeters as measured from top of hand hole to the bottom of the conduit, except as noted in the Plans. Trenches for conduit shall be true to line and grade and the trench bottom, plior to placing the conduit, shall be of mlifonn density throughout the length of a run. Trench bottoms shall be smoothed and compacted as necessary to establish the grade and density. Trenches in bitLU11inous road\\!ays shall be made v'lith a cutting wheel, jack hammer, or similar approved tools. Edges shall be smooth and vertical. Existing conduits to be used inplace shall be cut or extended as required. Existing conduits to be abandoned shall be cut and removed to a depth 110t less than 150 millimeters below finished surfacing matelial. 33.1.13 ServicePanel The service panel, if required in the Plans, shall be fabricated from not less than 12 gauge galvanized steel with dimensions as follows: nominal height of 1525 millimeters, nominal width of 355 millimeters, and a minimum depth of 305 millimeters. The panel shall have angle iron bottom framing Iomled from 51 millimeters X 51 millimeters X 5 millimeters angles. The bottom framing shall provide for four 13-millimeter X 203 millimeter anchor bolts. Construction of the service panel shall be weatherproof. The service panel shall be painted outside in accordance with 2565.3T and applicable provisions for painting on the galvanized surfaces. The panel shall have weathertight doors, hinged on the right side, with a minimum clearance from the panel bottom of 152 millimeters. The door shall be provided with single handle closure device providing secure latching at three points on the door; i.e. top, center and bottom. Handle shall provide for padlock secUlity by others. Hinges shall be equipped with grease fittings or shall be fabricated from stainless steel with brass pins. Hinges shall be \velded or fastened with stainless steel tamperproofbolts. The service panel shall house and be complete ';^lith a meter socket, 110t less than a 200 amnere 120/240 Volts circuit breaker load center. and ground. Service conductors to the ' ~ ~ meter socket in service panel shall be connected at this time. All equipment and wiring shall be in accordance with the appropriate articles or the National Electrical Code. The service panel shall be mounted with its back to one side of the controller cabinet, with approximately 152 millimeters of separation. Controller cabinet foundation shall be extended in length to provide for such mounting. A 53-millimeter conduit shall be provided between the service panel and controller cabinet. Plior to installing the service conductors to the meter socket, the Contractor shall obtain from the servicing utility, the desired meter socket connections, and the desired connection therein of the lighting by-pass conductor. 34-98-186 ;;;, 1999 Bonesiroo, Rosene, AnderIik & Asscciates, Inc. SP-24 33.1.14 Detector Loops Detector loops shall be installed saw cuts in the pavement in accordance with the pro- visions of 2565.3G and Standard Plate M8130D except as may be shown in the Plans or modified herein. Loop conductors shall be 1 Ie No. 12 Stranded Cross-Linked Poly-ethylene Type XHHW. Loop wire shall be labeled Type :K..BH\V. Loops shall be fanned with the number of turns recommended by the manufacturer of the detector unit, with t\vo hlTI1S a minimum. Loop lead-out wires shall be twisted not less than three tums per 300 mm, and taped to remain a close fitting pair. 27-millimeter rigid steel conduit and bush-il1gs shall be provided from face of curb or front edge of gutter into the adjacent handhole to form the \vireyvay for the twisted loop leads. Loop cOlli1ections and lead-in cable shall be as specitied in Signal Control Cables and Conductors ofthese Special Provisions. Loop conductors shall be installed in saw cuts to point of entrance into the rigid steel access conduit. Loop conductors in concrete Pavement should not cross transverse joints to the conduit lead- ins and enter the handholes through separate lead-in conduits unless otherwise Pem1itted by the Engineer. Loop conductors shall not be placed in pavement joints, or run off the end of slab, and shall not cross from (to) bituminous pavement to (from) Portland cement concrete pavements. Layout of the loops shall be such as to cross the rninimum number of joints, cracks, or pavement edges. Positioning of the loops and lead-ins shall be field adjusted to be consistent with the above requirements. Insulation resistance of each loop to ground shall be not less than 200 megobms. Joint sleeve installation shall be made with 20-rllillimeter flexible PVC jackets embedded and sealed with duct seal and the remainder of the joint filled with a t1exible sealant. "Not less than 26 millimeter cover shall be provided over the joint sleeve. Loop detector saw cuts in concrete pavement shall be filled "with an epoxy material as approved by and to the satisfaction of the Engineer. Saw cuts in bituminous pavement shall be filled with an asphaltic roofing cement, or cold pour asphaltic joint sealer as approved by and to the satisfaction of the Engineer. If spalling or settlement completely seal the void. the fill material occurs, the sayv cuts shall be refilled to Asphaltic roofing cement shall be "Leek-Proof as manufactured by Leek-Proof, Inc., Chicago, Illinois; Black Jack Roof Cement" as manufactured by Handi-Products, Cleveland, Ohio; "E-Z Stick Shingle Seal" as manufactured by Handi-Products, Cleveland, Ohio; or an approved equal. "3M Detector Loop Sealant" or "Goldtlex Loop Seal,mt" may be used in lieu of epoxy for sealant in concrete pavement. 34-98-186 ({:; 1999 Bonestroo, Rosene, Anderlik & Associates, Inc. SP-25 The Contractor shall rhrnish to the Engineer, in triplicate, a signed and dated "Loop Detector Test Report" for each loop detector and lead-in cable system furnished and installed as pari of this Contract in accordance with the provisions of2565.3G3. The loop detector bid item is for removal and replacement of loop detectors disturbed at Boone Avenue. Other loop detectors are included in the lump sum signal system bid items. 33.1.15 Painting Painting metal structures and metal component parts of a traffic control signal system shall confOl111 to all applicable provisions of 2565 and 2476. Two part epoxy primer may be used. 33.1.16 Locatinl2: From start ofcollstruction and lU1til time oftum over to the COlmty, the Contractor shall be responsible for locating both the new and existing traffic signal system in accordance with the Minnesota State Statute 216D "Gopher State One Call". All locating shall be incidental work and no direct compensation \vill be made therefor. 33.1.17 Placing Traffic Control Si2'nal Svstem in Operation All vehicle signal faces and pedestrian indications shall be bagged or tumed away from traffic immediately after erection to clearly indicate the signal is not in operation. All bagging shall be burlap sacks or other li.ke material be maintained by the Contractor to the satisfaction of the Engineer. VVhen the signal system is to be placed in operation, all vehicle signal faces and pedestrian indications shall be unbagged and ailned as directed by the Engineer. At time of tum 011, the Contractor shall have on hand on the Project, spare lamps of each size, \vorkers and e!q" uimncnt to reach overhead indications, and shall perfonn such work as -. . may be required to con-ect such incidents as may be revealed in the energization process. The signal system shall be placed in operation under the foregoing conditions, only in the presence of the Engineer. Initial tirrling of the controller shall be in accordance \vith the information fumished by the Engineer. Traffic signal turn-on shall not be scheduled on Fridays or before a holiday because of possible malfunction of the ne\v traffic signal. 33.1.18 Removals and Salval2:e \Vhen directed by the Engineer, the Contractor shall remove alld salvage for the County all items of the existing traffic control signal system accordance with the applicable provisions of2565.3U; the applicable provisions of2104; and the following: 34~98-186 ~. 1999 BonestToo, Rosene~ Anderiik !.-~ Associates, Inc. SP-26