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Imp. Proj. #648COUNCIL Originating Department I Approved for Agenda I Agenda Section Public Works I 1 -11 -99 Development & Planning f'l Item No. By: Guy Johnson I BY: VJ 1 8.4 PRESENTATION OF FEASIBILITY REPORT FOR PROPOSED 1999 INFRASTRUCTURE IMPROVEMENT NO. 648; RESOLUTION PROVIDING FOR PUBLIC HEARING ON PROPOSED IMPROVEMENT NO. 648 (WEST AREA) On December 14, 1998, the City Council authorized the City Engineer to prepare a feasibility report for a proposed infrastructure improvement project. Also, informational meetings were held on December 2, 1998, for the residents of the West and East Areas. The Feasibility Report for the East Area will be presented at the January 25, 1999, Council Meeting. The feasibility report for the West Area is attached. The report describes proposed construction of water mains, storm sewer, curb and gutter, driveway approaches, and streets. The report includes recommendations that address issues of off street parking for Liberty Park, trails in Liberty Park, and the 59` Avenue and Gettysburg Avenue intersection as brought forth at public information meetings and in a residents' petition. Estimated costs and proposed financing for the project are also included in the report. The West Area is the same project that was considered in 1997. The project, however, was not awarded after construction bids were received. Although the low bid was within 1 % of the engineer's estimate, only one bid was received. In addition, it was felt the assessment to single - family residential properties needed to be further reviewed. Therefore, the contract was not awarded to the only bidder and the project did not proceed. Staff recommends approval of the feasibility report and adoption of the resolution. s � c Ho Review: Administration: 01 6 1 t 1 . Finance: . rr RESOLUTION NO. 99- 15 RESOLUTION PROVIDING FOR PUBLIC HEARING ON PROPOSED IMPROVEMENT NO. 648A - WEST AREA (1999 INFRASTRUCTURE IMPROVEMENT 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 $1,673,700.00. 2. It is further found and determined this project can best be accomplished by separating the project into the West Area identified as project 648A and the East Area identified as project 648B and constructing the project under two separate contracts. The estimated cost for each project area is as follows: West Area - $1,052,250.00 East Area - $621,450.00 3. This Council shall meet at the time and place specified in the form of notice included in paragraph 4 hereof for the purpose of holding a public hearing on the proposed construction of the West Area improvement as therein described. 4. 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 HEARING ON PROPOSED 1999 INFRASTRUCTURE IMPROVEMENT NO. 648A (WEST AREA) City of New Hope, Minnesota 1. Notice is hereby given that the City Council of the City of New Hope, Minnesota, will meet on February 8, 1999, at 7:00 o'clock p.m. at the City Hall, 4401 Xylon Avenue North, in said City for the purpose of holding a public hearing on proposed improvement project 648A -West Area as described hereinafter. 2. The general nature of improvement project 648A -West Area is the construction of approximately one mile of streets, storm sewers and water mains including concrete curb and gutter, grading, construction of base and asphalt surface, catch basins, manholes, drain pipes, valves fitting house services, 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: West Area including all properties abutting on 60 Avenue North between Hillsboro Avenue North and Liberty Park; all properties abutting on Hillsboro Avenue North between 59 Avenue and 60 Avenue North; all properties abutting on 59 Avenue North between Independence Avenue and Gettysburg Avenue North; all properties abutting on Gettysburg Avenue North between Bass Lake Road and 60 Avenue North; all properties abutting on Gettysburg Circle and Hillsboro Circle as follows: Allen Hills Block 3 Lots 16, 17, 18 Block 4 Lots 1 -6 Block 5 Lots 13, 14, 15 Block 7 Lots 22, 23, 24 Liberty Park (PID 06- 118 -21 -24 -004) Jessen's Highland Hills Block 1 Lots 1 -8 Block 2 Lots 1 -6 Block 3 Lots 1, 2, 3 Jessen's Highland Hills 2' Addition Block 1 Lots 1 -10 Block 2 Lots 1 -4 Block 3 Lots 1 -6 Sharon's Addition Block 2 Lots 1 -8 PID 06- 117 -21 -23 -0078 (Block 1, Lots 1 & 2; Block 3, Lot 1; Outlot A - Prudential Ins.) Meadow Lake Heights 1 51 Addition Block 3 Lot 16 3. The estimated cost of: Improvement No. 648A -WEST AREA is $1,052,250.00. 4. The area proposed to be assessed for the making of said improvement in the West Area 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 11 day of January, 1999. s\ Valerie Leone Valerie Leone City Clerk (Published in the New Hope - Golden Valley Sun -Post on January 27 and February 3, 1999.) 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 11 th day of January, 1999. W. Peter Enck, Mayor Attest: Valerie Leone, City Clerk PROJECT LOCATION LOCATION PLAN i 01/07/99 17:17 JS&S,ATTORNEYS 4 5315136 111 01, F... WAMM"ABAN 8525 E0XN18)R001K CROSS11% S'M 201 BROOHLYN PARK, MiNNEsoTA 55443-1999 TELEruoNv- (612) 424 -$1;11 • TELEPAx (612) 493-5193 GORDON L. JENSEK* WILLIAM G. SWANSON STEVEN A. SONDRALL MARTIN P. MALECHA C. ALIEN PEAMNt DEAN A. TRONGARD 1LILLE A. T14ILL OF COUNSEL LORENS Q. BRYNESTAD *RXW Pmpany Law spWaJISE CAntfLed By The Mhu— Mw n*1 Aw6*6un tQU21iflw AI)R Nwtm January 7, 1999 Guy Johnson Public Works Director City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 Re: Proposed Regolution Providing for Public ]Hearing On Proposed Improvement No. "RA-West Area Our File No.: 99.66480 Dear Guy. Please find enclosed for consideration at the January 11, 1999 Council Meeting a proposed Resolution Providing for Public Hearing on Proposed Improvement No. 648A. This Resolution relates only to the West Area of the project. It calls for a public hearing on February 8, 1999. It's my understanding that an identical resolution will be adopted at the January 25 Council meeting in connection with the East Area calling for a public hearing on February 22 However, at the January Ill meeting the feasibility report for the West Area will only be considered. Please contact me if you have any questions or comments regarding the Resolution. As usual I will take responsibility for the publication of the Notice to establish the February 8, 1999 hearing. Again, contact me if you have any questions. Very truly yours, Steven A. Sondrall JENSEN SWANSON & SONDRALL, P.A. Enclosure cc: Valerie .'Leone AFFIDAVIT OF MAILING HEARING NOTICE IMPROVEMENT PROJECT #648A - WEST AREA 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 January 22, 1999, acting on behalf of said City, I deposited in the United States mail at New Hope, Minnesota, copies of the attached Notice of Hearing on Proposed Street Improvement No. 648A - West Area mailed first class, with postage thereon fully prepaid, addressed to the persons at the addresses appearing opposite their respective names, list attached. There is a delivery service by United States mail between the place of mailing and the places so addressed. ,1 City Clerk Subscribed and sworn to before me this r.�c:�; day of f 19 1"`i My commission expires / 13/ , 20 00 . Notary Public Hennepin County �;� w 4401 Xylon Avenue North New Hope, Minnesota 55428 -4898 January 22, 1999 City Hall: 612 - 531.5100 Police: 612. 531.5170 Public Works: 612- 533 -4823 TOO: 612 - 531.5109 SUBJECT: 1999 INFRASTRUCTURE IMPROVEMENT NUMBER 648A -(WEST AREA) Dear New Hope Property Owner: City Hall Fax: 612 - 531.5136 Police Fax: 612. 531 - 51 ' Public Works Fax. 6, Fire Dept. Fax. 612.531 - 51; 5 A public hearing has been scheduled by the New Hope City Council for February 8 1999 at 7.00 P.m. at City Hall, 4401 Xylon Avenue North, to consider 1999 Infrastructure Improvement .Project No. 648A - (West Area). The City held a neighborhood meeting last December to discuss infrastructure improvements proposed in your neighborhood. The general nature of the improvement is the construction of approximately one mile of streets, storm sewers and water mains including concrete curb and gutter, grading, construction of base and asphalt surface, catch basins, manholes, drain pipes, valves fitting house services, and all other appurtenant works and services reasonably required to serve this area. The estimated total cost of the improvement is $1,052,250. Pursuant to the City's assessment Policy, it is estimated that $392,200 of said costs will be assessed to benefited properties as follows: Estimated Cost Single Family Residential Lot $4,760 Multi - Family Residential Rate $ 1,730 /unit Commercial /Industrial Rate 586.55 /Front Foot The final assessed amount can be paid off completely at the time of the assessment hearing (tentatively scheduled for April, 1999) or it can be included on your tax statement and financed over a number of years. The length of time 110 or 15 years) and interest rate will be established by the City Council at the assessment hearing. The first installment would appear on your tax statement in the spring of 2000. Property owners receiving this notice are included in the assessment protect Please plan to attend the public hearing on February 8th Questions regarding this project may be directed to Mark Hanson, Bonestroo, Rosene, Anderlik & Associates, at (651)604 -4838, or Vince Vander Top, Project Inspector, at (651)604 -4790. Sincerely I Valerie Leone City Clerk VJL/ gkv Enclosures Family Styled City � �I PT�1.. For Family Living NOTICE OF PUBLIC HEARING ON PROPOSED 1999 INFRASTRUCTURE IMPROVEMENT NO. 648A (WEST AREA) City of New Hope Minnesota 1. Notice is hereby given that the City Council of the City of New Hope, Minnesota, will meet on February 8, 1999, at 7:00 o'clock p.m. at the City Hall, 4401 Xylon Avenue North, in said City for the purpose of holding a public hearing on proposed improvement project 648A -West Area as described hereinafter. 1 The general nature of improvement project 648A -West Area is the construction of approximately one mile of streets, storm sewers and water mains including concrete curb and gutter, grading, construction of base and asphalt surface, catch basins, manholes, drain pipes, valves fitting house services, 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: West Area including all properties abutting on 60`h Avenue North between Hillsboro Avenue North and Liberty Park; all properties abutting on Hillsboro Avenue North between 59h Avenue and 60 Avenue North; all properties abutting on 59`h Avenue North between Independence Avenue and Gettysburg Avenue North; all properties abutting on Gettysburg Avenue North between Bass Lake Road and 60 Avenue North; all properties abutting on Gettysburg Circle and Hillsboro Circle as follows: Allen Hills Block 3 Lots 16, 17, 18 Block 4 Lots 1 -6 Block 5 Lots 13, 14, 15 Block 7 Lots 22, 23, 24 Liberty Park (PID 06- 118 -21 -24 -004) Jessen's Highland Hills Block 1 Lots 1 -8 Block 2 Lots 1 -6 Block 3 Lots 1, 2, 3 lessen's Hiehland Hills 2" Addition Block 1 Lots 1 -10 Block 2 Lots 1 -4 Block 3 Lots 1 -6 Sharon's Addition Block 2 Lots 1 -8 PID 06- 117 -21 -23 -0078 (Block 1, Lots 1 & 2; Block 3, Lot l; Outlot A - Prudential Ins.) Meadow Lake Heights I s[ Addition Block 3 Lot 16 3• The estimated cost of: Improvement No. 648A -WEST AREA is $1,052,250.00. 4. The area proposed to be assessed for the making of said improvement in the West Area 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. 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 the I I' day of January, 1999. s\ Valerie Leone Valerie Leone City Clerk (Published in the New Hope- Golden Valley Sun -Post on January 27 and February 3, 1999.) PID OWNER -1 OWNER -2 STREET ADDRESS MAILING ADDRESS CITY STATE ZIP AMOUNT 06-118-2123 0078 PRUDENTIAL INSURANCE C PREMISYS REAL ESTATE SV 9220 BASS LAKE RD P O BOX 123 MPLS MN 55440 $ 37,560.00 06-118-2124 0124 ROSS TAORMINI 5801 ENSIGN AVE N 6028 42ND AVE N CRYSTAL MN 55422 3,460.00 06-118-2123 0048 JANNA GEROLD JOSEPH GEROLD 9201 59TH AVE N 9201 59TH AVE N NEW HOPE MN 55428 4,760.00 06-118-2123 0049 WILLIAM GABRYS PATRICIA TORO 9209 59TH AVE N 9209 59TH AVE N NEW HOPE MN 55428 4,760.00 06-118-2123 0041 GREGORY PHILLIPS CATHLEEN DUNN 9216 59TH AVE N 9216 59TH AVE N NEW HOPE MN 55428 4,760.00 06-118-2123 0050 INGRID SCHMITZ 9217 59TH AVE N 9217 59TH AVE N NEW HOPE MN 55428 4,760.00 06-118-2123 0042 VINCENT GRIMALDI 9224 59TH AVE N 9224 59TH AVE N NEW HOPE MN 55428 4,760.00 06-118-2123 0051 STEVEN LOVCIK 9225 59TH AVE N 9225 59TH AVE N NEW HOPE MN 55428 4,760.00 06-118-2123 0043 SUSAN CALDWELL 9232 59TH AVE N 9232 59TH AVE N NEW HOPE MN 55428 4,760.00 06-118-2123 0052 LYNN BRADWAY DAVID BRADWAY 9233 59TH AVE N 9233 59TH AVE N NEW HOPE MN 55428 4,760.00 06-118-2123 0053 DELMAR O'BRYAN G O'BRYAN 9241 59TH AVE N 9241 59TH AVE N NEW HOPE MN 55428 4,760.00 06-118-2123 0031 JAMES RIEDER 9301 59TH AVE N 9301 59TH AVE N NEW HOPE MN 55428 4,760.00 06-118-2123 0032 THOMAS SCHREYER CHRISTINE SCHREYER 9307 59TH AVE N 9307 59TH AVE N NEW HOPE MN 55428 4,760.00 06-118-2123 0033 ANATOLIY FELDBERG ASYA FELDBERG 9315 59TH AVE N 9315 59TH AVE N NEW HOPE MN 55428 4,760.00 06-118-2124 0122 T BUEHRING L BUEHRING 5808 GETTYSBURG CIR 5808 GETTYSBURG CIR NEW HOPE MN 55428 4,760.00 06-118-2124 0121 NANCY MENDEZ NATIVIDAD MENDEZ 5812 GETTYSBURG CIR 5812 GETTYSBURG CIR NEW HOPE MN 55428 4,760.00 06-118-2124 0120 ROBERT RIEWE PAIGE RIEWE 5816 GETTYSBURG CIR 5816 GETTYSBURG CIR NEW HOPE MN 55428 4,760.00 06-118-2124 0119 TIMOTHY MADDEN DIANE MADDEN 5820 GETTYSBURG CIR 5820 GETTYSBURG CIR NEW HOPE MN 55428 4,760.00 06-118-2124 0118 HEIDI NORDSTROM DALE NORDSTROM 5824 GETTYSBURG CIR 5824 GETTYSBURG CIR NEW HOPE MN 55428 4,760.00 06-118-2124 0117 DAVID HANSON JUDITH HANSON 5828 GETTYSBURG CIR 5828 GETTYSBURG CIR NEW HOPE MN 55428 4,760.00 06-118-2124 0116 JERRY VETSCH KATHERINE VETSCH 5832 GETTYSBURG CIR 5832 GETTYSBURG CIR NEW HOPE MN 55428 4,760.00 06- 118 -21 24 0115 CHARLES POOLE DEBORAH POOLE 5836 GETTYSBURG CIR 5836 GETTYSBURG CIR NEW HOPE MN 55428 4,760.00 06-118-2123 0047 HENRY TONY EILEEN TRAN YICK 5900 GETTYSBURG AVE 5900 GETTYSBURG AVE NEW HOPE MN 55428 4,760.00 06-118-2123 0040 RICHARD SHERRARD 5901 GETTYSBURG AVE 5901 GETTYSBURG AVE NEW HOPE MN 55428 4,760.00 06-118-2123 0046 WARNER BELLM HELEN BELLM 5908 GETTYSBURG AVE 5908 GETTYSBURG AVE NEW HOPE MN 55428 4,760.00 06-118-2123 0039 MINH LOI TRAN & TUONG NGUYEN & TUYETSON TRA 5909 GETTYSBURG AVE 5909 GETTYSBURG AVE NEW HOPE MN 55428 4,760.00 06-118-2123 0045 GORDON PEARSON 5916 GETTYSBURG AVE 5916 GETTYSBURG AVE NEW HOPE MN 55428 4,760.00 06-118-2123 0038 ERWIN EKHOFF CYNTHIA EKHOFF 5917 GETTYSBURG AVE 5917 GETTYSBURG AVE NEW HOPE MN 55428 4,760.00 06-118-2123 0044 GERALD GFROERER 5924 GETTYSBURG AVE 5924 GETTYSBURG AVE NEW HOPE MN 55428 4,760.00 06-118-2123 0037 ROBERT PEREIRA WINDY PEREIRA 5925 GETTYSBURG AVE 5925 GETTYSBURG AVE NEW HOPE MN 55428 4,760.00 06-118-2123 0036 EDWARD LAPLANTE MARTHA LAPLANTE 5933 GETTYSBURG AVE 5933 GETTYSBURG AVE NEW HOPE MN 55428 4,760.00 06-118-2123 0035 JEFFREY ZARLING BETH ZARLING 5941 GETTYSBURG AVE 5941 GETTYSBURG AVE NEW HOPE MN 55428 4,760.00 06-118-2123 0034 THERESA WESTERLUND DEAN WESTERLUND 5949 GETTYSBURG AVE 5949 GETTYSBURG AVE NEW HOPE MN 55428 4,760.00 06-118-2123 0013 RICHARD CHOUINARD JR DIANE CHOUINARD 5955 GETTYSBURG AVE 5955 GETTYSBURG AVE NEW HOPE MN 55428 4,760.00 06-118-2123 0014 DONNA BOWEN BRUCE BOWEN 5961 GETTYSBURG AVE 5961 GETTYSBURG AVE NEW HOPE MN 55428 4,760.00 06-118-2123 0009 GARY ANDERSON 5967 GETTYSBURG AVE 5967 GETTYSBURG AVE NEW HOPE MN 55428 4,760.00 06-118-2122 0040 EDWIN KLASSEN 6001 GETTYSBURG AVE 6001 GETTYSBURG AVE NEW HOPE MN 55428 4,760.00 06-118-2123 0023 DOUGLAS SWIGART SHARON SWIGART 5900 HILLSBORO AVE N 5900 HILLSBORO AVE N NEW HOPE MN 55428 4,760.00 PID OWNER -1 OWNER -2 STREET ADDRESS MAILING ADDRESS CITY STATE ZIP AMOUNT 06-118-2123 0029 HOWARD DAHL 5901 HILLSBORO AVE N 5901 HILLSBORO AVE N NEW HOPE MN 55428 4,760.00 06-118-2123 0028 DWIGHT LINDQUIST SUZANNE LINDQUIST 5905 HILLSBORO AVE N 5905 HILLSBORO AVE N NEW HOPE MN 55428 4,760.00 06-118-2123 0027 ROGER STREGE SUZANNE STREGE 5909 HILLSBORO AVE N 5909 HILLSBORO AVE N NEW HOPE MN 55428 4,760.00 06-118-2123 0026 E E SQUIRE 5913 HILLSBORO AVE N 5913 HILLSBORO AVE N NEW HOPE MN 55428 4,760.00 06-118-2123 0025 V W VEZIRIS JR N S VEZIRIS 5917 HILLSBORO AVE N 5917 HILLSBORO AVE N NEW HOPE MN 55428 4,760.00 06-118-2123 0024 DAVID GORDON APRIL BERNSTROM 5921 HILLSBORO AVE N 5921 HILLSBORO AVE N NEW HOPE MN 55428 4,760.00 06-118-2123 0016 SCOTT CLARK MARILYN CLARK 5928 HILLSBORO AVE N 5928 HILLSBORO AVE N NEW HOPE MN 55428 4,760.00 06-118-2123 0008 JAMES WIGGEN TAMMY WIGGEN 5955 HILLSBORO AVE N 5955 HILLSBORO AVE N NEW HOPE MN 55428 4,760.00 06-118-2123 0012 KENNETH FROMM 5960 HILLSBORO AVE N 5960 HILLSBORO AVE N NEW HOPE MN 55428 4,760.00 06-118-2123 0007 DENNIS VOYDETICH 5961 HILLSBORO AVE N 5961 HILLSBORO AVE N NEW HOPE MN 55428 4,760.00 06-118-2123 0011 RONALD RAASCH GLORIA RAASCH 5966 HILLSBORO AVE N 5966 HILLSBORO AVE N NEW HOPE MN 55428 4,760.00 06- 118 -21 23 0006 DAVID WHITNEY JOAN WHITNEY 5967 HILLSBORO AVE N 5967 HILLSBORO AVE N NEW HOPE MN 55428 4,760.00 06-118-2123 0022 A SCHOENBORN L SCHOENBORN 5904 HILLSBORO CIR 5904 HILLSBORO CIR NEW HOPE MN 55428 4,760.00 06-118-2123 0021 HENRY SCAIA 5908 HILLSBORO CIR 5908 HILLSBORO CIR NEW HOPE MN 55428 4,760.00 06-118-2123 0020 LENITA COLEMAN 5912 HILLSBORO CIR 5912 HILLSBORO CIR NEW HOPE MN 55428 4,760.00 06-118-2123 0019 DENNIS ANDERSON 5916 HILLSBORO CIR 5916 HILLSBORO CIR NEW HOPE MN 55428 4,760.00 06-118-2123 0018 LAWRENCE MEHELICH 5920 HILLSBORO CIR 5920 HILLSBORO CIR NEW HOPE MN 55428 4,760.00 06-118-2123 0017 SHERMAN FREDERICK 5924 HILLSBORO CIR 5924 HILLSBORO CIR NEW HOPE MN 55428 4,760.00 06-118-2122 0067 MARLIN NORDSTROM 9110 60TH AVE N 9110 60TH AVE N NEW HOPE MN 55428 4,760.00 06-118-2122 0066 DENISE COLTON 9120 60TH AVE N 9120 60TH AVE N NEW HOPE MN 55428 4,760.00 06-118-2122 0065 CINDY VINCENT GERALD VINCENT 9130 60TH AVE N 9130 60TH AVE N NEW HOPE MN 55428 4,760.00 06-118-2122 0039 PAMELA FILLHOUER KURT FILLHOUER 9208 60TH AVE N 9208 60TH AVE N NEW HOPE MN 55428 4,760.00 06-118-2123 0010 KENNETH MELIN 9209 60TH AVE N 9209 60TH AVE N NEW HOPE MN 55428 4,760.00 06-118-2123 0015 THOMAS KANAYINKAL ANN KANAYINKAL 9216 60TH AVE N 9216 60TH AVE N NEW HOPE MN 55428 4,760.00 06-118-2124 0004 CITY OF NEW HOPE LIBERTY PARK 9015 60TH AVE N 4401 XYLON AVE N NEW HOPE MN 55428 65,580.00 TOTAL: $ 392,200.00 Zi 01010 Di-3' I On December 14, 1998, the City Council authorized the City Engineer to prepare a feasibility re I '-- a r— -- infrµetn�rtu�re improvement prE`ij'it. Aisv, infvrimational rneetfllgs Wt:,-It:- held on December 2, 1998, for the residents of the West and East Areas. The feasibility report for the West Area was presented at the January 11, 1999, Council Meeting. The feasibility report for the East Area is attached. The report includes three possible options for improving the infrastructure /streets in the East Area. They are: �® Reconstruction /Overlay -L.o Skin Patching ® Patch and Seal Coat The report describes proposed construction of storm sewer, curb and gutter, driveway approaches, streets, and park improvements in the reconstruction /overlay option. The estimated cost of this option is $621,450. Proposed revenues for this option are reviewed on page 30 of the report. The skin patching option would include constructing small and large patches over potholes and alligatored areas of the street. This option can be cost effective if no other maintenance is required over the next four years to maintain a street surface that is acceptable to the residents, thereby delaying reconstruction for four years. The estimated cost of this option is $39,360. Because revenues for this option would be from City funds, it is recommended that this amount be added to the budgeted 1999 Street Maintenance funds. W03 RIX 67 1 9 - 100 M Review: Administration: Finance: 1999 Infrastructure Improvement Project 648 March 9, 1998 The patch and seal coat option would include pothole patching, removal and replacement of alligatored pavement, and removal and replacement of damaged curbing prior to seal coating. At an estimated cost of $110,800, this option is not cost effective and is not recommended given the age and life expectancy of the existing pavement. Revenues for this option would also be from City funds. Areas of interest in the Feasibility Report are: • Project History and Residents Participation (Page 8) • Pavement Condition Index (PCI) Chart (Page 18) • Annual Cost Comparisons (Page 23) • Project Schedule (Page 31) Staff recommends approval of the feasibility report and consideration be given to either the Reconstruction /Overlay Option of the Skin Patching Option. (Staff does not recommend the Patch and Seal Coat Option be considered.) If the City Council elects to further consider the Reconstruction /Overlay Option, then the adoption of the attached resolution would be required. Attorneys At Law 8525 EDINBROOK CROSSING, STE. 201 BROOKLYN PARK, MINNESOTA 55443 -1999 TELEPHONE (612) 424 -8811 ® TELEFAX (612) 493 -5193 GORDON L. JENSEN* WILLIAM G. SWANSON STEVEN A.SONDRALL MARTIN P. MALECHA C. ALDEN PEARSONt DEAN A.TRONGARD JULIE A. TRILL OF COUNSEL LORENS Q.BRYNESTAD *Real Property Law Specialist Certified By The Minnesota State Bar Association tQualified ADR Neutral January 22, 1999 Valerie Leone City Clerk City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 Re: Proposed Resolution Providing for Public Hearing on Proposed Improvement No. 648B - East Area Our File No.: 99.66480 Dear Val: The enclosed resolution needs to be considered at the January 25, 1999 council meeting. Basically, it establishes the public hearing for the east area of the 1999 infrastructure improvement project. Said public hearing is scheduled for February 22, 1999. This is the companion resolution to the resolution adopted by the Council on January 11 regarding the west area for the 1999 project. If you have any questions or comments regarding this resolution please don't hesitate to contact me. Very truly yours, Steven A. Sondrall JENSEN SWANSON & SONDRALL, P.A. Enclosure cc: Kirk McDonald Guy Johnson P:\Attorney\SAS\UtmrsXCNH66480-Val0l.1tr.wpd RESOLUTION NO. 99- RESOLUTION PROVIDING FOR PUBLIC HEARING ON PROPOSED IMPROVEMENT NO. 648B - EAST AREA (1999 INFRASTRUCTURE IMPROVEMENT 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 $1,673,700.00. 2. It is further found and determined this project can best be accomplished by separating the project into the West Area identified as project 648A and the East Area identified as project 648B and constructing the project under two separate contracts. The estimated cost for each project area is as follows: West Area - $1,052,250.00 East Area - $621,450.00 3. This Council shall meet at the time and place specified in the form of notice included in paragraph 4 hereof for the purpose of holding a public hearing on the proposed construction of the East Area improvement as therein described. 4. 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: 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 25th day of January, 1999. Attest: Valerie Leone, City Clerk NOTICE OF PUBLIC HEARING ON PROPOSED 1999 INFRASTRUCTURE IMPROVEMENT NO. 648B (EAST AREA) City of New Hope, Minnesota 1. Notice is hereby given that the City Council of the City of New Hope, Minnesota, will meet on February 22, 1999, at 7:00 o'clock p.m. at the City Hall, 4401 Xylon Avenue North, in said City for the purpose of holding a public hearing on proposed improvement project 648B -East Area as described hereinafter. 2. The general nature of improvement project 64813-East Area is the construction of approximately 0.8 miles of streets, storm sewers and water mains including concrete curb and gutter, grading, construction of base and asphalt surface, catch basins, manholes, drain pipes, valves fitting house services, 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: East Area including all properties abutting West Meadow Lake Road between Boone Avenue and Xylon Avenue North; all properties abutting Acquila Avenue North between West Meadow Lake Road and Meadow Lake Place; all properties abutting Meadow Lake Place between Acquila Avenue and Yukon Avenue North; all properties abutting Yukon Avenue North between Meadow Lake Place and Bass Lake Road; all properties abutting 58' Avenue North between Yukon Avenue and Xylon Avenue North as follows: Meadow Lake Terrace Block 2, Lots 13 -34 Block 3, Lots 1 -15 Block 4, Lots 4 -25 Block 5, Lots 1 -8 Meadow Lake Terrace Second Addition Block 2, Lots 2 -3 Gervais and Hunter Replat Block 1 Lots 1 -3 Village Green Golf Course Parcel ID # 06- 118 -21 -14 -0003 Meadow Lake Park Parcel ID # 06- 118 -21 -13 -0082 3. The estimated cost of: Improvement No. 648B -EAST AREA is $621,450.00 4. The area proposed to be assessed for the making of said improvement in the East Area 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. 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 the 25 day of January, 1999. s\ Valerie Leone Valerie Leone City Clerk (Published in the New Hope - Golden Valley Sun -Post on January 27 and February 3, 1999.) 4401 Xylon Avenue North New Hope, Minnesota 55428 -4898 January 27, 1999 City Hall. 612- 531 -5100 Police: 612 -531 -5170 Public Works: 612- 533 -4823 TDD: 612 -531 -5109 Subject: 1999 Infrastructure Improvement Project No. 6488 - East Area Dear New Hope Property Owner: City Hall Fax: 612 - 531 -5136 Police Fax: 612- 531 -5174 Public Works Fax: 612- 533 -7650 Fire Dep't. Fax: 612- 531 -5175 At the New Hope City Council Meeting of January 25, 1999, the City Council reviewed the feasibility report for the East Area of the proposed project. The report presented proposed storm sewer, street, and park improvements along with detailed cost estimates. The report also included other street maintenance options in lieu of reconstruction. The City Council declined to proceed with street reconstruction for the East Area of Improvement Project No. 648. This letter serves as your notice of cancellation of Improvement Project 6488 (East Area). Please be advised that some type of maintenance is anticipated to occur within the East Area this summer in order to bring the street surface to an acceptable level until reconstruction is required in a few years. The City's existing budget will fund the street maintenance costs. If you have questions regarding this canceled assessment project, please contact me at 531 -5117. Questions relative to the maintenance activity may be directed to Guy Johnson at 533 -4823, ext. 22. Sincerely, Valerie Leone, CMC City Clerk Family Styled City �(� For Family Living 8421 58" Avenue North 8400 East Meadow Lake Road 8401 East Meadow Lake Road 8404 East Meadow Lake Road 8405 East Meadow Lake Road 8408 East Meadow Lake Road 8409 East Meadow Lake Road 8412 East Meadow Lake Road 8413 East Meadow Lake Road 8416 East Meadow Lake Road 8420 East Meadow Lake Road 8424 East Meadow Lake Road 8425 East Meadow Lake Road 8429 Meadow Lake Place 8500 Meadow Lake Place 8501 Meadow Lake Place 8504 Meadow Lake Place 8505 Meadow Lake Place 8508 Meadow Lake Place 8509 Meadow Lake Place 8513 Meadow Lake Place 8517 Meadow Lake Place 5820 West Meadow Lake Road 5824 West Meadow Lake Road 5828 West Meadow Lake Road 5829 West Meadow Lake Road 5832 West Meadow Lake Road 5833 West Meadow Lake Road 5836 West Meadow Lake Road 5837 West Meadow Lake Road 5840 West Meadow Lake Road 5900 West Meadow Lake Road 5901 West Meadow Lake Road 5904 West Meadow Lake Road 5905 West Meadow Lake Road 5908 West Meadow Lake Road 5909 West Meadow Lake Road 5912 West Meadow Lake Road 5916 West Meadow Lake Road 5920 West Meadow Lake Road 5924 West Meadow Lake Road 5928 West Meadow Lake Road 5932 West Meadow Lake Road 5936 West Meadow Lake Road 5935 West Meadow Lake Road 5815 Aquila Avenue North 5816 Aquila Avenue North 5819 Aquila Avenue North 5820 Aquila Avenue North Projects \648 \Dec 2 Open House 5823 Aquila Avenue North 5824 Aquila Avenue North 5827 Aquila Avenue North 5828 Aquila Avenue North 5831 Aquila Avenue North 5900 Aquila Avenue North 5901 Aquila Avenue North 5904 Aquila Avenue North 5905 Aquila Avenue North 5909 Aquila Avenue North 5944 Boone Avenue North 5777 Yukon Avenue North 5781 Yukon Avenue North 5785 Yukon Avenue North 5789 Yukon Avenue North 5793 Yukon Avenue North 5801 Yukon Avenue North 840058 th Avenue North 8401 58 Avenue North 840458 th Avenue North 840858 th Avenue North 841158 th Avenue North 841258 th Avenue North Projects\648 \Dec 2 Open House Projects \648\Dec 2 Open House Originating Department Public Works By: Guy Johnson Approved for Agenda 4 -12 -99 Agenda Section Development & Planning Item No. 8.1 REVIEW BIDS SUBMITTED BY CONTRACTORS FOR IMPROVEMENT PROJECT NO. 648; RESOLUTION DECLARING COSTS TO BE ASSESSED AND ORDERING PREPARATION OF PROPOSED ASSESSMENT AND CALLING FOR PUBLIC HEARING ON ASSESSMENTS IN CONNECTION WITH 1999 INFRASTRUCTURE IMPROVEMENT PROJECT NO. 648 REQUESTED ACTION Staff is recommending that the Council approve a resolution that declares cost to be assessed and establishes a public hearing to consider the assessments for the 1999 Street Infrastructure Improvement Project No. 648 at the May 10, 1999, Council Meeting. POLICY /PAST PRACTICE Assessments are proposed to be levied against benefited properties in accordance with New Hope's Assessment Policy and the increase in market value of the land as a result of the improvement. BACKGROUND The proposed 1999 Street Infrastructure Project includes reconstruction of 60 Avenue between Hillsboro and the east side of Liberty Park, Hillsboro Avenue between 60 and 59 including Hillsboro Circle, 59 Avenue between Independence and Gettysburg, and Gettysburg Avenue between 60 and Bass Lake Road, including Gettysburg Circle. Also included in the proposed project is work in Liberty Park, work at the intersection of Gettysburg and 59 and construction involving new water main and storm sewer pipe. The proposed project schedule is: • Assessment Public Hearing and Award Contract at the May 10, 1999 Council meeting • Start Construction on May 24, 1999. FUNDING Bid amounts were submitted by contractors on April 1, 1999. The lowest responsible bid was $943,556.90 by Thomas & Sons Construction, Inc. The low bid is nearly identical to the engineer's estimate. The total project cost is 9.8% above the amount estimated for the same � a • to : TO ll 1: Rfa\ Pubworks \6480rderAssessPubHearing Public Hearing on Assessments Improvement Project No. 648 April 12, 1999 Page 2 work 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 $ 325,393 • City Property Assessment Amounts 65,327 • Minimum City Project Costs 788,726 Total Minimum Project Costs $1,179,446 Proposed revenue sources for the City's Project Costs are City Bonding, Storm Water Utility Fund, and Water /Sewer Utility Fund. ATTACHMENTS A memorandum is attached that shows the proposed amount for each of these sources and compares the estimated cost in the preliminary report to the engineer's estimate and the lowest responsible bid. Different options for Gettysburg Circle construction, and a second assessment option are also included in the attached memorandum. The attached resolution declares the final costs and orders the City Clerk to prepare the assessment roll. I: Rfa\ Pubworks \6480rderAssessPubHearing RESOLUTION NO. 99- 70 RESOLUTION DECLARING COST TO BE ASSESSED, APPROVING AND RATIFYING PREPARATION OF PROPOSED ASSESSMENT AND CALLING FOR A PUBLIC HEARING ON ASSESSMENTS IN CONNECTION WITH INFRASTRUCTURE IMPROVEMENT NO. 648A -WEST AREA (1999 Infrastructure Improvement Project) WHEREAS, bids have been received for the construction of the 1999 Infrastructure Improvement No. 648A -West Area in the City, and WHEREAS, the lowest responsible bidder has bid the construction costs for the improvement at $943,556.90, and WHEREAS, based on said low bid the total improvement cost for the project inclusive of additional engineering, legal and administrative costs, is $1,179,446.00; and WHEREAS, the City Clerk, with the assistance of the City consulting engineer, has prepared an assessment roll for the 1999 Infrastructure Improvement No. 648A -West Area, and said proposed assessment roll is on file with the City Clerk and open to public inspection, and WHEREAS, the referenced assessment roll sets out the proper amount to be specifically assessed for the improvement against every assessable lot, piece or parcel of property without regard to cash valuation as provided by law, and WHEREAS, the City Clerk has filed a copy of the proposed assessment in the Clerk's office for public inspection, and WHEREAS, this City Council hereby approves and ratifies the actions of the City Clerk and Engineer in preparing the proposed assessment roll as if previously directed by the City Council pursuant to procedures required to assess specifically benefitted properties from the herein improvement set out in Minn. Stat. § 429.061; 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 $788,726.00 of the improvement cost, exclusive of the amount it may pay as a property owner, and the sum of $390,720.00 shall be assessed against benefitted property owners based upon benefits received without regard to cash valuation. -1- 2. The Clerk shall publish notice that this Council will meet to consider the proposed assessments on May 10, 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. 3. 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. 4. 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. 5. 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. 6. 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 in interest rates or prepayment requirements from those contained in the mailed notice of the proposed assessment. Adopted by the City Council this 12` day of April, 1999. W. Peter Enck, Mayor Attest: e Valerie Leone, City Clerk \Ussnt001 \data \Attorney \Cnh Resolutions \Rena Dec Cost Assessed App 648A- West -03.wpd -2- NOTICE OF HEARING ON ASSESSMENTS FOR 1999 INFRASTRUCTURE IMPROVEMENT NO. 648A - WEST AREA TO WHOM IT MAY CONCERN: TIME AND PLACE AND Notice is hereby given that the City Council of the City of GENERAL NATURE OF New Hope, Minnesota, will meet in the City Hall at 4401 IMPROVEMENTS: Xylon Avenue North in the City of New Hope, Minnesota, on the 10t day of May, 1999 at 7:00 o'clock p.m. to consider objections to the proposed assessments for Infrastructure Improvement No. 648A - West Area heretofore ordered by the City Council. The general nature of the improvement is the construction of approximately one mile of streets, storm sewers and water mains including concrete curb and gutter, grading, construction of base and asphalt surface, catch basins, manholes, drain pipes, valves fitting house services, 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 in the area proposed to be assessed. ASSESSMENT ROLE OPEN The proposed assessment roll is on file with the City Clerk TO INSPECTION: and open to public inspection. AREA PROPOSED TO BE The area proposed to be assessed consists of every lot, piece ASSESSED: or parcel of land benefitted by said improvement, which has been ordered made and is as follows, in the City of New Hope, Minnesota: PID NUMBER/ADDRESS: All properties abutting on 60 Avenue North between Hillsboro Avenue North and Liberty Park; all properties abutting on Hillsboro Avenue North between 59 Avenue and 60 Avenue North; all properties abutting on 59``' Avenue North between Independence Avenue and Gettysburg Avenue North; all properties abutting on Gettysburg Avenue North between Bass Lake Road and 60t Avenue North; all properties abutting on Gettysburg Circle and Hillsboro Circle as follows: Allen Hills Block 3 Lots 16, 17, 18 Block 4 Lots 1 -6 Block 5 Lots 13, 14, 15 Block 7 Lots 22, 23, 24 Liberty Park (PID 06- 118 -21 -24 -004) Jessen's Highland Hills Block 1 Lots 1 -8 Block 2 Lots 1 -6 Block 3 Lots 1, 2, 3 Jessen's Highland Hills 2 Addition Block 1 Lots 1 -10 Block 2 Lots 1 -4 Block 3 Lots 1 -6 Sharon's Addition Block 2 Lots 1 -8 PID 06- 117 -21 -23 -0078 (Block 1, Lots 1 & 2; Block 3, Lot 1; Outlot A - Prudential Ins.) Meadow Lake Heights 1S Addition Block 3 Lot 16 LEGAL DESCRIPTION: TOTAL AMOUNT OF The total amount proposed to be assessed is $390,720.00. PROPOSED ASSESSMENT; WRITTEN OR ORAL Written or oral objections will be considered at the hearing. OBJECTIONS: RIGHT OF APPEAL: 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. LIMITATION ON APPEAL: 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. DEFERMENT O F Under the provisions of Minnesota Statutes, Sections ASSESSMENTS: 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. 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: April 12, 1999. BY ORDER OF THE CITY COUNCIL s /Valerie Leone City Clerk \Ussut001 \data:Atwr y \Co6 Resolutiow\Reso Dec Cost Assessed App 648A- West -03.wpd EXHIBIT B NOTICE OF HEARING ON ASSESSMENTS FOR 1999 INFRASTRUCTURE IMPROVEMENT NO. 648A - WEST AREA PID NO /OWNER: «PID» ((OWNER1)) ((OWNER2)) «MAILING_ ADDRESS _1 >> «MAILING_ ADDRESS_ 2» ((CITY)) «STATE» ((ZIP)) YOUR ASSESSMENT: $((AMOUNT )) INTEREST RATE/TERM: 6% Over 15 Years TIME AND PLACE Notice is hereby given that the City Council of the City of New Hope, GENERAL NATURE OF Minnesota, will meet in the City Hall at 4401 Xylon Avenue North in IMPROVEMENTS: the City of New Hope, Minnesota, on Monday the 10th day of May, 1999, at 7:00 p.m. to consider objections to the proposed assessments for Improvement No. 648A. The general nature of the improvement is the construction of approximately one mile of streets, storm sewers and water mains, including concrete curb and gutter, grading, construction of base and asphalt surface, catch basins, manholes, drain pipes, valves fitting house services, and all other appurtenant works and services reasonably required to serve this area. ASSESSMENT ROLL The proposed assessment roll is on file with the City Clerk and open to OPEN TO public inspection. INSPECTION: AREA PROPOSED TO All properties abutting on 60t Avenue North between Hillsboro Avenue BE ASSESSED: North and Liberty Park; all properties abutting on Hillsboro Avenue North between 59 Avenue and 6t' Avenue North; all properties abutting on 59t Avenue North between Independence Avenue and Gettysburg Avenue North; all properties abutting on Gettysburg Avenue North between Bass Lake Road and 60t Avenue North; all properties abutting on Gettysburg Circle and Hillsboro Circle as follows: Property ID Nos. Street Address 06- 118 -21 230078 9220 BASS LAKE RD 06- 118 -21 240124 5801 ENSIGN AVE N 06- 118 -21 230048 9201 59TH AVE N 06- 118 -21 230049 9209 59TH AVE N 06- 118 -21 230041 9216 59TH AVE N 06- 118 -21 230050 9217 59TH AVE N 06- 118 -21 230042 9224 59TH AVE N 06- 118 -21 230051 9225 59TH AVE N 06-118-21 230043 9232 59TH AVE N 06- 118 -21 23 0052 06-118-21 23 0053 06- 118 -21 23 0031 06- 118 -21 23 0032 06- 118 -21 23 0033 06-118-21 240122 06-118-21 24 01 21 06-118-21 240120 06-118-21 24 01 19 06-118-21 24 01 18 06-118-21 240117 06-118-21 24 01 16 06-118-21 24 0115 06- 118 -21 230047 06- 118 -21 230040 06- 118 -21 23 0046 06-118-21 23 0039 06- 118 -21 230045 06- 118 -21 230038 06-118-21 230044 06-118-21 23 0037 06- 118 -21 230036 06- 118 -21 23 0035 06- 118 -21 230034 06- 118 -21 230013 06-118-21 230014 06- 118 -21 230009 06-118-21 220040 06- 118 -21 23 0023 06-118-21 23 0029 06-118-21 230028 06-118-21 23 0027 06-118-21 23 0026 06- 118 -21 23 0025 06-118-21 230024 06- 118 -21 230016 06-118-21 230008 06- 118 -21 230012 06-118-21 230007 06-118-21 230011 06- 118 -21 230006 06- 118 -21 230022 06-118-21 230021 06- 118 -21 230020 06- 118 -21 230019 06- 118 -21 230018 06-118-21 230017 06- 118 -21 220067 06-118-21 220066 06- 118 -21 220065 06- 118 -21 220039 9233 59TH AVE N 9241 59TH AVE N 9301 59TH AVE N 9307 59TH AVE N 9315 59TH AVE N 5808 GETTYSBURG CIR 5812 GETTYSBURG CIR 5816 GETTYSBURG CIR 5820 GETTYSBURG CIR 5824 GETTYSBURG CIR 5828 GETTYSBURG CIR 5832 GETTYSBURG CIR 5836 GETTYSBURG CIR 5900 GETTYSBURG AVE 5901 GETTYSBURG AVE 5908 GETTYSBURG AVE 5909 GETTYSBURG AVE 5916 GETTYSBURG AVE 5917 GETTYSBURG AVE 5924 GETTYSBURG AVE 5925 GETTYSBURG AVE 5933 GETTYSBURG AVE 5941 GETTYSBURG AVE 5949 GETTYSBURG AVE 5955 GETTYSBURG AVE 5961 GETTYSBURG AVE 5967 GETTYSBURG AVE 6001 GETTYSBURG AVE 5900 HILLSBORO AVE N 5901 HILLSBORO AVE N 5905 HILLSBORO AVE N 5909 HILLSBORO AVE N 5913 HILLSBORO AVE N 5917 HILLSBORO AVE N 5921 HILLSBORO AVE N 5928 HILLSBORO AVE N 5955 HILLSBORO AVE N 5960 HILLSBORO AVE N 5961 HILLSBORO AVE N 5966 HILLSBORO AVE N 5967 HILLSBORO AVE N 5904 HILLSBORO CIR 5908 HILLSBORO CIR 5912 HILLSBORO CIR 5916 HILLSBORO CIR 5920 HILLSBORO CIR 5924 HILLSBORO CIR 9110 60TH AVE N 9120 60TH AVE N 9130 60TH AVE N 9208 60TH AVE N 2 06- 118 -21 23 0010 9209 60TH AVE N 06- 118 -21 23 0015 9216 60TH AVE N 06-118-21 24 0004 9015 60TH AVE N TOTAL AMOUNT OF The total amount proposed to be assessed is $ PROPOSED ASSESSMENT: WRITTEN OR ORAL Written or oral objections will be considered at the hearing. OBJECTIONS: RIGHT OF APPEAL: 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. LIMITATION ON No appeal may be taken as to the amount of any assessment adopted APPEAL: 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. DEFERMENT OF Under the provisions of Minnesota Statutes, Sections 435.193 to ASSESSMENTS: 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. SPECIFIC AMOUNT TO The amount to be specifically assessed against your particular lot, BE ASSESSED: piece, or parcel of land is stated on the first page of this notice. INTEREST RATE: 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 levying the assessment but not earlier than the date of such resolution. PAYMENT OPTIONS 1) FULL PAYMENT - You may prepay the entire assessment to the THIS YEAR: 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 3 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 taxes for payment per the collection procedure established in Minnesota Statute Chapter 429. PAYMENT IN In subsequent years, the principal balance remaining may be paid to the SUCCEEDING YEARS: Finance Director or Assessment Clerk at any time prior to November 15 of any year. Dated: April 23, 1999 BY ORDER OF THE CITY COUNCIL Valerie Leone, City Clerk 4 • • • i '` • Attorneys At Law 8525 EDINBROOK CROSSING, STE. 201 BROOKLYN PARK, MINNESOTA 55443 -1999 TELEPHONE (612) 424 -8811 e TELEFAx (612) 493 -5193 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 tQualihed .ADR Neutral April 6, 1999 Dear Guy: Please find enclosed for consideration at the April 12, 1999 Council meeting a proposed Resolution Declaring Costs to Be Assessed, Approving and Ratifying Preparation of Proposed Assessment and Calling for a Public Hearing on Assessments in Connection with Infrastructure Improvement No. 648A -West Area. The enclosed resolution does two things: (1) it establishes the assessment roll for assessments to benefitting properties from the improvement, and (2) it establishes a May 10, 1999 public hearing date to consider the assessments. It is my understanding contracts will be awarded for this project at the May 24, 1999 Council meeting with construction to commence immediately thereafter assuming objections to the assessments are minimal or not warranted. 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: Valerie Leone Kirk McDonald CNH66480 -02 -Guy Ltr.wpd Sonestroo, Rosene, Anderlik and Associates, Inc. is an Affirmative Action /Equal Opportunity Employer Principals: Otto G. Bonestroo, P.E. • Joseph C. Anderlik, P.E. • Marvin L. Sorvala, P.E. - Richard E. Turner, PE. • Glenn R. Cook, P.E. • Robert G. Schunicht, P.E. • Jerry A. Bourdon, RE. Robert W Rosene, P.E. and Susan M. Eberlin, C.P.A., Senior Consultants Associate Principals: Howard A. Sanford, PE. • Keith A. Gordon, P.E. • Robert R. Pfefferle, PE. Richard W. Foster, P.E. • David O. Loskota, RE. • Robert C. Russek, A.I.A. • Mark A. Hanson, P.E. Michael T. Rautmann, P.E. • Ted K.Field, P.E. • Kenneth P. Anderson, PE • Mark R. Rolfs, P.E. 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, Willmar and St. Cloud. MN • Milwaukee, WI Website: www.bonestroo.com To: Guy Johnson From: Mark Hanson, Vince Vander Top Subject: 1999 Street Improvement Project — West Area Project No. 648, File No. 34 -98 -815 Date: April 3, 1999 Construction bids for the above project were received or, April 1, 1999. The list of bidders and the engineer's estimate are sunnmrized below: Contractor Base Bid Low Thomas & Sons Construction, Inc. $841,115.75 2 CS McCrosson, Inc. 902,391.00 3 Midwest Asphalt Corp. 916,153.50 4 Ryan Construction 955,544.95 Alternate No. 1 Gettysburg Circle $ 102,+41.15 iO4,557.00 109,327.50 1 l 3,772.10 Total $943.556.90 1,006.948.00 ,025,481.00 1,069,317.05 Engineer's Estimate Percent Deviation- Engineers Estimate to Low Bid $930,550.00 ±1.4% The Engineer's Estimate is 1.4% below the low bid amount. The City Council, at the April 12, 1999 Council Meeting, is not awarding the contract but establishing final costs and assessments that will be presented at the Assessment Hearing scheduled for May 10, 1999. 2335 West Highway 36 ■ St. Paul, MN 55113 ® 651- 636-4600 ■ Fax: 651-636 -1311 The preliminary report, presented at the Public Hearing on February 8, 1999, assumed only the street improvements would be assessed. Two options were presented for assessing street improvements; they are discussed below: Assessments Option A — Assess 100% of the street improvement costs, not including subgrade improvements or utility adjustments. Option B — Assess the same as Option A; however, only assess 50% of the concrete curb and gutter improvements. The final assessment for Option A and B compared to the preliminary report estimate, which was presented at the Public Hearing on February 8, 1999, is summarized below: Option A Low Bid Report Residential Lot $4,742.00/Lot $4,760.00/Lot Residential Rate $57.48/FF $57.70/FF Non - Residential Rate $86.22/FF $86.65/FF Option B Low Bid Report Residential Lot $3,882/Lot $3,800.00/L..ot Residential Rate $47.05/FF $46.06/FF Non - Residential Rate $70.58/FF $69.09/FF The project cost and the amount assessed for Option A and B are listed below: % Difference -0.4% -0.4% -0.4% % Difference +2.2% +2.2% +2.2% Amount Assessed $325,393 Assessment to City Property (Liberty Park) 65,327 City Cost 788.726 Total. $1,179,446 EM i Amount Assessed $267,482 Assessment to City Property (Liberty Park) 52,348 City Cost 859,616 Total $1,179,446 A breakdown of the low bid compared to the amount estimated in the preliminary report and presented at the Public Hearing (February 8, 1999) is summarized below: Alternate Not Included in Report Water Main ° Gettysburg Circle ° 49` Avenue /CP Rail Water Main Jacking Total 18,698.00 18,698.00 N/A 21,724.00 21,724.00 N/A $841,115.25 $102,441.15 $943,556.90 The low bid amount exceeds the estimate in the preliminary report by 9.8% based on the following additional work: ■ Temporary water service for convenience. ■ Storm sewer pipe, structures, drain tile. ■ Water main fittings, service, gate valves. ■ Soil correction, utility adjustment. GETTYSBURG CIRCLE - ALTERNATE The bid proposal provided for an alternate, which included the improvements in Gettysburg Circle. Gettysburg Circle represents approximately 10% of the total street frontage and a similar amount of the water main footage. Therefore, the low bid for the street and water main work in Gettysburg Circle compares favorable based on a percentage of the total work (Street - $52,907.00 compared to $56,609.00; water main - $18,336.00 compared to $18,698.00). However, the storm sewer percentage is greater because two backyard drainage improvements are included along Gettysburg Circle, which results in additional storm sewer facilities being Gettysburg Report % Item Base Bid Circle Total Estimate Difference Street Improvements Subgrade(City Cost) $192,365.00 $24,137.50 $216,502.50 $169,100.00 Bituminous Surface 140,188.50 9,784.25 149,972.75 143,050.00 Driveway 41,995.25 7,180.00 49,175.25 44,100.00 Concrete Curb 97,915.00 15,507.40 113,422.40 126,600.00 Subtotal $472,463.75 $56,609.15 $529,072.90 $482,850.00 Water Main 164,668.00 164,668.00 155,300.00 Storm Sewer 164,284.56 27,134.00 191,418.50 177,470.00 Liberty Park 17,975.00 17,975.00 22,200.00 Total $903,134.90 $837,820.00 +9.8% Not Included in Report Water Main ° Gettysburg Circle ° 49` Avenue /CP Rail Water Main Jacking Total 18,698.00 18,698.00 N/A 21,724.00 21,724.00 N/A $841,115.25 $102,441.15 $943,556.90 The low bid amount exceeds the estimate in the preliminary report by 9.8% based on the following additional work: ■ Temporary water service for convenience. ■ Storm sewer pipe, structures, drain tile. ■ Water main fittings, service, gate valves. ■ Soil correction, utility adjustment. GETTYSBURG CIRCLE - ALTERNATE The bid proposal provided for an alternate, which included the improvements in Gettysburg Circle. Gettysburg Circle represents approximately 10% of the total street frontage and a similar amount of the water main footage. Therefore, the low bid for the street and water main work in Gettysburg Circle compares favorable based on a percentage of the total work (Street - $52,907.00 compared to $56,609.00; water main - $18,336.00 compared to $18,698.00). However, the storm sewer percentage is greater because two backyard drainage improvements are included along Gettysburg Circle, which results in additional storm sewer facilities being constructed when, compared to the total. In the event the City Council elects to delete Gettysburg Circle, the final assessment and project costs for Option A and B for the remaining area compared to Option A and B if Gettysburg Circle were included is summarized below: Option A Option A (w /o Gettysburg (w/ Gettysburg Circle) Difference Circle) Residential Lot $4,706.00/Lot $4,742.00/Lot $36.00 Amount Assessed $285,327 $325,393 Assessment City Property 64,803 65,327 City Cost 701,264 788,726 Project Cost $1,051,394 $1,179,446 $128,052 Option B Option B (w /o Gettysburg (w/ Gettysburg Circle) Difference Circle) Residential Lot $3,884 $3,882 $2.00 Amount Assessed 235,433 267,482 Assessment City Property 53,507 53,348 City Cost 762,454 859.616 Project Cost $1,051,394 $1,179,446 $128,052 In summary, although it is difficult to predict, the project cost for Gettysburg Circle, if it were constructed at a later date on it's own, likely would be higher (5 -15 %). The assessment per residential lot, if Gettysburg Circle were constructed on it's own, based on the low bid for this project is similar for each option when compared to the total. 49' AVENUE /CP RAIL WATER MAIN JACKING The bid proposed includes replacement of the existing water main beneath the CP Rail crossing in 49 Avenue. The replacement is based on a new railraod crossing being constructed in the year 2000 by CP Rail. In addition, Public Works has had breaks occur beneath existing railroad crossings, which are costly to repair in an emergency condition (low bid $21,724.00). MAII/tmr cc: Daniel Donahue, Valarie Leone, Steve Sondrall JKI Bonestroo Project Name 1009 :,Insa Impiovrmunt Proje t,Wfal Arun 1 Mobilization 1 hereby certify that this is an exact Rosene SY 3 Remove bituminous driveway SY Anderlik & SY 5 Remove concrete driveway pavement SF 6 Sawing Concrete Pavernent Project No: 648 File No 34- 98-815 reproduction of bids received. Associates LS reinstall ntailbuxus SF Engineers & Architects Bid Opening: 4/1/99 11:15 AM Owner: City of New Hope Z f- 2 1 z SY 11 Common excavation (EV) CY Vince Vander Top, P.E. CY 13 Salvage reclaimed bituminous CY Hegistration No. 25770 CY Bid No. 1 Bid No. 2 Bid No. 3 Bid No. 4 CY Thomas r£ Sons C S McCrossan Inc Midwest Asphalt Ryan Contracting Inc Item I ( I I ... Item Units Otv Unit Price Total Unit Price Total Unit Price Total Unit Price Total Part A - Street Reconstruction HR 1 Mobilization LS 2 Reclaim bituminous pavement SY 3 Remove bituminous driveway SY 4 Remove concrete pavement SY 5 Remove concrete driveway pavement SF 6 Sawing Concrete Pavernent LF 7 Sawing Bituminous Pavement LF 8 Relocate mailboxes and salvage and LS reinstall ntailbuxus SF 9 1 rabic couliul t 5 10 Subgrade preparation - street SY 11 Common excavation (EV) CY 12 Subgrade excavation (EV) CY 13 Salvage reclaimed bituminous CY 14 Select granular borrow (CV) CY 15 Geolexlile fabric, 'Type V SY 16 Topsoil borrow (LV) CY 17 Aggregate base, Class 5 1 N 18 1umporaiy tu(A runstiuctiun untiancu ION 19 Street sweeper HR 20 Motor grader HR 21 Water MG 22 Bituminous wear course, Type 41 TN 23 Bituminous base course, 'Type 31 TN 24 Bituminous material for tack coat GAL 25 BIWITIMOUS wear course driveway, 3" SY thick $28,085.00 28 4" concrete sidewalk SF 27 6" concrete driveway pavement SF 28 8'' concrete street pavement SY 29 Adjust Frame and Ring Casting EA 30 Reconstruct concrete rings LF 31 Reconstruct manholes LF 32 Valve box extension LF 33 Silt fence, regular LF 34 Silt fence, heavy duty LF 35 Seeding - storage area AC 36 F & 16' x 6' loop detectors EA 37 Pavement markings Gettysburg LS Avenue and Bass Lake Road $1 55 38 Sodding, lawn typo SY total Pad A - Stieet Recunspuctlon 460 1 $44,000.00 $44,000.00 $74,000.00 $74,000.00 $35,00000 $35,000.00 $66,000.00 $66,00000 13700 $0.70 $9,590.00 $0.55 $7,535.00 $2.05 $28,085.00 $1.50 $20,550.00 620 $2.75 $1,705.00 $3.60 $2,232.00 $4.00 $2,480.00 $2.00 $1,24000 125 $6 25 $781 2.i $7.00 $87500 $18 50 $2,312.50 $5.00 $(in 00 4600 $0.65 $2,990.00 $0.70 $3,220.00 $1 55 $7,130,00 $0.50 $2,30000 460 $4.00 $1,840.00 $525 $2,415.00 $285 $1,311_00 $4.00 $1,840.00 660 $2.00 $1,320.00 $2.10 $1,386.00 $1.70 $1,122.00 $2.00 $1,320,00 1 $1,800.00 $1,80000 $2,800.00 $2,800.00 $2,50000 $2,500.00 $1,500.00 $1,500.00 1 $7,500 00 $ 1,500 00 $1 I,U00 00 $11,0U0.o0 $5,000 00 $5,000.00 $15,UO&OO $ 15,000 00 16000 $0.70 $11,200 UU $0.65 $10,400.00 $030 $4,800.00 $0.50 $8,00000 8300 $9.75 $61,425.00 $6.80 $42,840.00 $7.25 $45,675.00 $4.00 $25,200.00 2300 $7.50 $17,250.00 $6,80 $15,640.00 $7 25 $16,675.00 $4.00 $9,20000 1300 $8.20 $10,660.00 $5.60 $7,280.00 $3 35 $4,355.00 $2.UO $2,600,00 1000 $9,50 $9.5000 0 $8.90 $8,900 00 $15 85 $15,850.00 $10.00 $'10,000.00 3000 $2.00 $6.000.00 $090 $2,700.00 $110 $3,300.00 $7.00 $3,000.00 900 $9.50 $8,550,001 $12.20 $10,980.00 $14.15 $12,735.00 $12.00 $10,800.00 6000 $4.15 $28,500 00 $1060 $63,60000 $8 25 $49,500.00 $9.90 $59,400.00 W, $2000 $1,300011 1 $1800 $1,170.00 $7 ?20 $1,443.00 $1200 $78000 24 $75.00 $2,400.00 $1,800,00 60 $75.00 $1,920.00 $4,500.00 144 $25.00 $3,600.00 1300 $27.85 $40,00 $36,205.00 1300 $26.25 $35.00 $34,12500 700 $1.05 $735.00 250 $15 50 $3,875.00 405 8600 140 59 22 14 12 300 150 1.3 4 1 $100.00 $2,400.00 $80.00 $1,920.00 $92.00 $5,520.00 $11000 $6,600.00 $40,00 $5,760.00 $35.00 $5,040.00 $26.40 $34,320.00 $28.90 $37,570.00 $22.10 $28,730.00 $27.10 $35,230.00 $1.55 $1,085.00 $1.55 $1,085.00 $1220 $3,050.00 $22.10 $5,525.00 $4,00 $1,620,00 $3.20 $1,296,00 $3.05 $1,235.25 $3,24 $27,864.00 $3.00 $25,800.00 $150 $30,100.00 $36.00 $5,040.00 $33.00 $4,620.00 $42.60 $5,964.00 $300.00 $17,700.00 $135.00 $7,965.00 $285.00 $16,815,00 $240.00 $5,280.00 $135.00 $2,970.00 $285.00 $6,270.00 $225.00 $3,150.00 $275.00 $3,850.00 $245.00 $3,43000 $225.00 $2,700.00 $115.00 $1,380.00 $170.00 $2,040.00 $300 $90000 $2.60 $780.00 $265 $795.00 $4.50 $1375.00 $3.20 $480.00 $2.85 $427.50 $2,600.00 $3,380.00 $1,030.00 $1,339.00 $2,685.00 $3,490.50 $755.00 $3,020.00 $1,050.00 $4,200.00 $600.00 $2,400.00 $1,018.50 $1,018.50 $1,500.00 $1,500.00 $1,500.00 $1,500.00 $1 85 $18,500 00 $1 70 $17,00000 $2.25 $22,500.00 $401,508 7f) $423,010.001 $429,210,76 $75.00 $80.00 $10.00 $26.50 $25.00 $1.00 $10.00 $3.50 $4.00 $48.00 $200.00 $75.00 $180.00 $150.00 $2.00 $2.00 $750.00 $1,800.00 $1,000.00 $1,800.00 $4,800.00 $1,440.00 $34,450.00 $32,50000 $700.00 $2,500.00 $1,417.50 $34,400.00 $6,720.00 $11.800.00 $1,650.00 $2,520.00 $1,80000 $600.00 $300.00 $975.00 $7,200.00 $1,000.00 $2.26 $22,500 00 $410,42/ W 34- 98 -815bt BT -1 Bonestroo Roserle NEW Anderlik & Associates Engineers & Architects i'ioject Name 1900 _;heel lii1Muvenlent Proj Wasl Area_ Hoject No 1 v _ " File No Bid Opening: 4!1/99 11 15 AM Owner Item Nunn Item Units Part A - Street Reconstruction 1 Mobilization LS 2 Reclaim bituminous pavement SY 3 Remove bituminous driveway SY 4 Remove concrete pavernunt SY 5 Hunwve concrelu dnvuway pavumuiri SI 6 Sawing Concrete Pavement LF 7 Sawing Bituminous Pavement LF 8 Relocate mailboxes and salvage and LS reinstall mailboxes U I Iattic cunhol I.5 10 Subgiade preparation - sheet SY 11 Common excavation (EV) CY 12 Subgrade excavation (EV) CY 13 Salvage reclaimed bituminous CY 14 Select granular borrow (CV) CY 15 Geotexhle tabne, hype V SY 16 Topsoil borrow (LV) CY 17 Aggregate base, Class 5 TN 18 'l onq)orury ruck runshuchon Unilancu ION 19 Street sweeper HR 20 Motor grader HR 21 Water MG 22 Bituminous wear course, Type 41 1N 23 Bituminous base course, Type 31 1'N 24 Bituminous inatenal for tack coat GAL 25 Bituminous wear eouise driveway, 3" SY thick 26 4" concrete sidewalk SF 27 6" concrete driveway paverent 8F 28 8" concrete street pavement SY 29 Adjust Frame and Ring Casting EA 30 Reconstruct concrete rings LF 31 Reconstruct manholes LF 32 Valve box extension LF 33 Silt fence, regular LF 34 Silt fence, heavy duty 1 F 35 Seeding - storage alga AC 36 F & 16' x 6' loop detectors EA 37 Pavement markings Gettysburg LS Avenue and Bass Lake Road 38 Sodding, lawn type SY Total Part A - Street Recons0uction Bid No. 1 Thomas & S Qty Unit Price 1 $44,000.00 13700 $0.70 620 $2.75 125 $6 25 4600 $065 460 $4.00 660 $2.00 1 $1,800.00 1 $7,500.00 16000 $010 6300 $9'75 2300 $7.50 1300 $8,20 1000 $9.50 3000 $200 900 $9.50 6000 $4 '15 lib $20 U0 24 $75.00 60 $75.00 144 $25.00 1300 $27.85 1300 $26.25 700 $1_05 250 $15 50 405 $4.00 UUUU $3.24 140 $36.00 59 $300.00 22 $240.00 14 $225.00 12 $225.00 300 $3.00 150 '$4 50 1 $2,600..00 4 $755.00 1 $1,018,50 10000 $1.85 ons Total $44,000 00 $74,000.00 $9,590.00 $0.55 $1,705 0u $360 $ /fit 2t) $100 $2,990 UU $010 $1,840.00 $5.25 $1,320.00 $2.10 $1,80000 $2,800.00 $7,500 0O $1 1,000 UO $11,200.00 $U.65 $61,425.00 $6.80 $17,250.00 $6.80 $10,66000 $560 $9,500 00 $890 $6,000 OU $090 $8,550.00 $12.20 $28,500.00 $1060 $1,30000 $1800 $1,800,00 $100.00 $4,500.00 $92.00 $3,600.OU $40.00 $36,20500 $26.40 $34,125.00 $2210 $73500 $1.55 $3,815.00 $12.20 $1,620.00 $3.20 $27,864 00 $3.00 $5,04000 $33.00 $17,700.00 $135.00 $5,280.00 $135.00 $3,150.00 $275.00 $2,700.00 $115.00 $90000 $2.60 $675.00 $3 20 $3,38000 $1,030.00 $3,020.00 $1,050.00 $1,018,50 $1,500.00 $18,500.00 $1 70 $401,598.75 t horeby ceNity that this is an oxact 34.98 -815 reproduction of bids received City of New Hope Vince Vander Top, P.E. Registration No. 25770 Bid No. 3 Bid No. 4 Midwest Asphalt Ryan Contracting Inc Unit Pric Total Unit Price Total $74,000.00 $35,000.00 $35,000.00 $66,000.00 $66,00000 $7,535.00 $2.05 $28,085.00 $1.50 $20,550 00 $2,232.00 $400 $2,480.00 $2.UO $1,24000 $875 00 $18 SO $2,312.50 $5.00 $62! 01) $3,22000 $1 55 $1,130.00 $0.50 $2,30000 $2,415.00 $2.85 $1,311.00 $4.00 $1,84000 $1,386.00 $170 $1,122.00 $2.00 $1,32000 $2,80000 $2,500.00 $2,500.00 $1,50000 $1,500 00 $11,00000 $5,000.00 $5,000.00 $15,000.00 $15.00u00 $10,400.00 $030 $4,800.00 $0.5U $8,000 UU $42,840.00 $7.25 $45,675.00 $4.00 $25,20000 $15,640.00 $7.25 $16,675.00 $4.00 $9,20000 $7,28000 $3 35 $4,355.00 $2.00 $2,600.00 $8,900.00 $1585 $15,850.00 $10.00 $10,000 00 $2,70o.0u $1.10 $3,300.00 $1.00 $3,000 UO $10,98000 $14.15 $12,735.00 $12.00 $10,80000 $03,(100 00 $8.25 $49,5UO.00 $990 $!9.400 00 $1,1/000 $22,20 $1,443,00 $12.00 $780 UU $2,400.00 $80.00 $1,920.00 $75.00 $1,800.00 $5,520.00 $110.00 $6,600.00 $80.00 $4,80000 $5,760.00 $35.00 $5,040.00 $10.00 $1,44000 $34,320.00 $28.90 $37,570.00 $28.50 $34,450 00 $28,73000 $27.10 $35,230.00 $25.00 $32,50000 $1,085.00 $1.55 $1,085.00 $1.00 $70000 $3,050.00 $22.10 $5,525.00 $10.00 $2,50000 $1,296.00 $305 $1,235.25 $3.50 $1,417.50 $25,800,00 $3 50 $30,100.00 $4.00 $34,40000 $4,620.00 $4260 $5,964.00 $48.00 $6,720.00 $7,965.00 $285.00 $16,815,00 $200.00 $11,80000 $2,97000 $285.00 $6,270.00 $75.00 $1,650.00 $3,850.00 $245.00 $3,430.00 $180.00 $2,520.00 $1,380.00 $170.00 $2,040.00 $150,00 $1,800.00 $780.00 $2.65 $795.00 $2.00 $60000 $480.00 $285 $427.50 $2.00 $300 00 $1,339.00 $2,685.00 $3,490.50 $750.00 $975.00 $4,200.00 $600.00 $2,400.00 $1,800.00 $7,200.00 $1,500.00 $1,500.00 $1 $1,000,00 $1,000.00 $17,000.00 $2,25 $22,500.00 $2.25 $22,50000 $423,018.00 $429,21015 $410427 50 34-98 Sul 131 1 Bid No. 2 C S McCrossan Inc Un Price Total Item Units Part B Concrete Curb 39 Remove concrete curb and gutter LF 850( 40 B618 concrete curb arid gutter t F 850t 41 Curb reinforcement bars, No 4 1.1' 1101' dotal Part B - Cuncrete Club 34- 98 -815bt 35C 8C 4C 3/U 6 41 t0U7 881 8 ;'!r 2Ub 2240 12 20 6 1 1 10 1 1 44 400 250 1130 9 Bid No, 1 Thomas & Sons Un it Price $150 $6 74 Part C -Storm Sewer 72 42 Remove storm sewer pipe LF 43 Remove storm sewer pipe LF 44 Remove storrn sewer pipe t V 45 ReillOVe S(Dirn Sewer pipe I I. 46 Rernove 18 ItCP slorrn sewer pipe Lt. 47 Remove riser LF 48 Remove maintenance hole EA 49 Remove catch basin pA 50 21" storm sewer LF 51 18 storm sewer LF 52 15 storm sewer LF 53 12" slorrn suwtlt I I 64 12' pullntuIU(i plpu l i 55 4'' peltorated pipe LF 56 2' x 3' CB, incl. R- 3067 -V casting EA 57 4' dia. storm sewer CBMH, incl. R- EA $8 .i0 $8.50 3067 -V $1000 58 4 did storrn sewer MH, incl. R -1642- EA $11.50 B casting $8.50 59 Shallow catch basin EA 60 Construct MH 101 over existing pipe EA 61 Connect to existing 18" pipe EA 62 Sump connection with 12' x 4" wye EA 63 Sump connection with 15" x 4" wye EA 64 Sump connection with 18" x 4'' wye EA 65 Protection of catch basin in street EA 66 Silt fence, regular LF 67 Topsoil borrow (LV) CY 68 Sodding, lawn type SY 69 Remove chain link fence LF 70 Tree removal EA 71 Reconstruct existing Mt I at 601h Ave. LS $15.85 and Gettysburg Ave, $20.90 $18,412 90 Total Part C -Storm Sewer $:1,/0260 34- 98 -815bt 35C 8C 4C 3/U 6 41 t0U7 881 8 ;'!r 2Ub 2240 12 20 6 1 1 10 1 1 44 400 250 1130 9 Bid No, 1 Thomas & Sons Un it Price $150 $6 74 Part D -Water Main 72 Temporary water main 73 Remove water main 74 Salvage Hydrant 75 Remove water valve 76 Connect to existing water main 77 8" x 6' cut -in w/6 - G.V. and box 78 Connect to existing water service 79 6" DIP water main, Class 52 60 Improved pipe foundation, Coarse $715.00 Filter AUUregate Mod (CV) 81 U" f)ale valve and box, In place 82 Hydrant 83 Ductile iron fittings 84 1" Type " K" copper water service 85 1" curb stop arid box 34- 98 -815bt 35C 8C 4C 3/U 6 41 t0U7 881 8 ;'!r 2Ub 2240 12 20 6 1 1 10 1 1 44 400 250 1130 9 Bid No, 1 Thomas & Sons Un it Price $150 $6 74 T otal __ $12,15000 $5'/,29000 Bid No. 2 C S McCrossan Inc Unit Price Total $2.45 $20,825.00 Bid No. 3 Midwest Asphalt Unit Price Total $320 $27,200.00 Bid No. 4 Ryan Contractlnq Inc Unit Price Total $2.00 $17,000.00 $035 $825 00 $660 $1 00 $56,100.00 $7 40 $62,900.00 $6.30 $53,550 00 $400.00 $/0,866 UO $400.00 $1,100 uo $0 65 $715.00 $0.75 $815 00 $2.65 $12.20 $3,050,00 $78,0'25.00 $1.70 $90,815.00 $2.25 $71,31500 $4.50 $5,00 $1,575 00 $40000 $4 10 $1,43500 $8.50 $2,975.00 $15.00 $5,25000 $5 00 $:'00 oo $1050 $10.50 $840.00 $420 UO $8,50 $680.00 $10,00 $80 800 00 $5.00 $ I,8!,0 00 $8.80 $:f,256.00 $8 .i0 $8.50 $340.00 $3,145.00 $1000 $400 00 $6.50 $26000 $11.50 $460.00 $8.50 $340.00 $1400 $1000 $3,(00.00 $20.00 $5000 $4000 $100.00 $200.00 $50.30 $100.60 §100.00 $400.00 $200.00 $150.00 $25000 $900 00 $150.00 $150.00 $75000 $900,00 $3025 $151.25 $300.00 $1,500.00 $35.00 $1,43500 $46.00 $1,886.00 $155 00 $26.20 $930.00 $1,074.20 $300,00 $615 UU $25.50 $23.00 $25,678 50 $21.00 $21,147,00 $20.40 $20,542.80 $60.00 $23.60 $2,460.00 $23,765.20 $22 00 $20,"26300 $ In, 1411 ill) $18.00 $1 U.OU $15,858.00 $15.85 $13,963.85 $20.90 $18,412 90 $18 b0 $:1,/0260 $19.00 $ I5,875 00 $3,895.00 $1440 $11,880 OU $11'(5 $14,643 76 $7.50 $16,800.00 $5,635.00 $80.00 $2095 $4,294.75 §25.00 $5,12600 $900.00 $1,450.00 $10,800.00 $1,350.00 $ $1,130M $19,560.00 $950.00 $11,400.00 $29,000.00 $1,700.00 $34,000.00 $1,455.00 $29,100,00 $1,380.00 $27,60000 $1,450.00 $850.00 $1,1300.00 $100.00 $850.00 $700.00 $750.00 $50.00 $3,00 $9.00 $1.85 $2.00 $500.00 $800.00 $8, /00 O( $5,1000C $1,600 OC $100 OC $6,500 Ot $700.00 $750.00 $2,200.00 $1,200.00 $2,250,00 $2,090.50 $40000 $50000 $60000 $164,284 50 $1,6UO.OU $9,600.00 $1,370.00 $1,100.00 $6,600.00 $825.00 $1,700.00 $1,700.00 $1,615.00 $380.00 $380.00 $380,00 $270.00 $2,700.00 $220.00 Mom $300,00 $510.00 $400.00 $400.00 $400.00 $70.00 $3,080.00 $40.00 $2.60 $1,040,00 $2.65 $12.20 $3,050,00 $14,15 $1.70 $1,921.00 $2.25 $3.10 $620.00 $4.10 $525.00 $525.00 $51(y00 $1,000.00 $1,000.00 $630,00 $165,182.00 $8,220,00 $4,950.0C $1,615.00 $380.00 $2,200,00 $510.00 $400.00 $1,760.00 $1,060,00 $3,537.50 $2,542,60 $820,00 $510,00 $630.00 $152,484.4 $1,38U.OU $ 950.00 $13,800.00 $1,500.00 $750.00 $1,250.00 $1,500,00 $50.00 $2.00 $12.00 $2.25 $5.00 $ 2, 500.Oo $3,000.00 $8,280,00 $5,700,00 $13,80000 $1,500.00 $7,50000 $1,250.00 $1,500,00 $2,200,00 $ 800, 00 $3,000.00 $2,54250 $1,000.00 $2,500.00 $3,000.00 $194,429 35 LS LF 1 3610 $9,500.00 $1.00 $9,500.00 $16,400,00 $16,400.00 $4,885.00 $4,885.00 $15,000.00 $15,000.00 EA 6 $150.00 $3,8'1400 $75000 $5.30 $20,193,00 $5.35 $20,383.50 $7.00 $26,670.00 EA 7 $5400 $350 UO $34400 $95.00 $1,700.00 $125.00 $625.00 $350.00 $1.75000 EA 4 $25000 $1,000.00 $2,000.00 $665.00 $8,000.00 $5430 $380.00 $352 10 $100.00 $700.00 LA EA 2 $1,200.00 $2,400.00 $1,800.00 $3,600.00 $630.00 $1,520.00 $1,260.00 $1,500.00 $3,500.00 $6,000,00 LF 49 3810 $65.00 $21.00 $3,18500 $80,010.00 $130.00 $6,370.00 $145.00 $7,105.00 $200.00 $7,000.00 $9,800.00 LF 2500 $2.50 $0,25000 $16.00 $5.90 $60,960.00 $19.85 $75,628,50 $17.00 $64,770.00 $14,75400 $11 80 $29,500,00 $25.00 $62,500 00 I A LA tU 5 $725 Ou $1,800.00 $ /,2bU UU $9,000 UO $470 OU $4,' /00.00 $615 UU $6,160.00 $440,00 $4,400.UO L B 2600 $2 25 $5,850.00 $2,200.00 $11,000.00 $1,72400 $8,600.00 $1,400.00 $7,000.00 LF 1500 $14 50 $21,750 00 $280 $11 50 $7,280.00 $17,250.00 $1 .40 $3,640.00 $1.50 $3,900.00 EA 49 $115.00 $5,635.00 $80.00 $3,920.00 $16.60 $195.00 $24,900.00 $9,555.00 $9.00 $13,50000 $75.00 $3,675.00 BT -2 stern _ Nrnn - s tern Units 86 1" coiporatiun stop - -� _ EA 87 Mechanical trench compaction LF 88 Sawcul, remove bituminous pavement SY $14,337.00 and bituminous patch Independence $531.00 $0.01 Ave $45.00 $3,150.00 1 otal Part D -Water Maln $1,120.00 $75.00 Part E - Liberty Park - Trail $80.00 89 Remove bituminous path and SY $360,00 aggregate base $2.00 90 Bituminous wear course, pathway and SY $240,893.10 aggregate base $555.00 91 Bituminous wear course, remove and SY $327.45 replace, salvage aggregate base $37000 U2 Biti n inons wuai cuursu, NulchulU, I N $1,80000 type 41 WkLi buobb $2,752.50 93 Topsoil borrow CY 94 Seeding AC $18,35 Total Part E •L iberty Park . - Pied $25.OU $ IO,U00 00 Part F -49th Avenue- Jacking Water V000 no $11 5U Mail] $ I8.1jU 95 Remove bituminous pavement SY 96 Remove concrete curb and gutter LF 97 Remove water valve LA 98 8618 concrete curb and gutter LF 99 8" gate valve and box, in place EA 100 8" DIP water main, Class 52 LF 101 Connect to existing 8" water main I;A 102 Bitunnnuus wear course, patching, SY $20,099.95. Type 41 $18,120 00 103 Sodding, lawn type SY 104 20" steel casing pipe LF Total Part F - 49th Avenue - Jacking Water $5.00 $100.00 Main $16.00 $20U.00 $320.00 Total Base Bid $113.00 $5.00 Alternate No.1 -Part A Gettysberg $23.50 $470.00 Circle Street Improvements $400,00 $320,00 105 Reclaim bituminous pavement SY 106 Remove bituminous driveway SY 107 Remove concrete driveway pavement SF 108 Sawing Bituminous Pavement LF 109 Sawing Concrete Pavement L.F 110 Subgrade preparation - street SY 111 Common excavation (EV) CY 112 Subgrade excavation (EV) CY 113 Select granular borrow (CV) CY 114 Geotextile fabric, Type V SY 115 Topsoil borrow (LV) CY 116 Aggregate base, Class 5 TN 117 Bituminous Waal course, I ype 41 1 N 118 tiifunnnuus Who co mse, Iype 31 1 N 110 tSilunnnvus matmlal 101 tack cuel GAL 120 3" bilununous wear course dnvuway SY 121 6" concreta driveway pavement SF 122 Adjust Fraine and Ring Casting EA 34- 98.815bt 49 5310 70 3r 15C 4UU ;1110 100 1 170 20 2 2U 2 115 3 17U 20 50 Bid No. 1 Thomas & Sons Unit Price To tal Bid No, 2 C S McCrossan Inc Price Total Bid No. 3 Midwest Asphalt Unit Price $48.10 Total $2,356.90 Bid No. 4 Ryan Contracting Unit Price $175.00 Inc _ Total $8,575.00 _ $65 00 $3,185.00 _U nit $36.00 $1,764 00 $0.30 $1,593.00 $2.70 $14,337.00 $0.10 $531.00 $0.01 $53.10 $45.00 $3,150.00 $16.00 $1,120.00 $75.00 $5,250,00 $80.00 $5,600.00 $760.00 $164,66800 $360,00 $194,00900 $2.00 $202,242.00 $6.00 $2.10 $240,893.10 $15.00 $555.00 $1600 $592,00 $8.85 $327.45 $1000 $37000 $14.00 $•2 $12.00 $1,80000 $18.35 $2,752.50 $15.00 $2,250,00 $16.55 $6,62000 $10.00 $4,00000 $18,35 $7,340.00 $25.OU $ IO,U00 00 $23 00 V000 no $11 5U $3,4b0 00 $ I8.1jU $5,580,00 $10.00 $3 UO $9.50 $850.00 $950.00 $85000 $12.20 $1,030.00 $1,220.00 $14.15 $1,415.00 $15.00 $1,500.00 1700 $17,9/6 UO $41 DOUO $1,03000 $2,685.00 $2,685.00 $1,000.00 $1,000 0 $3,000.00 250 $2.00 $12,09200 $0.90 $20,099.95. $1 10 $18,120 00 $500 $850,00 $11.00 $1,87000 $400 $680,00 $10.00 $1,700.00 $5.00 $100.00 $100,00 $200 OU $16.00 $20U.00 $320.00 $5.65 $113.00 $5.00 $10000 $23.50 $470.00 $16.00 $400,00 $320,00 $5030 $1590 $100.80 $318.00 $150,00 $300.00 $900.00 $1,800.00 $625.00 $1,250.00 $800.00 $1,600.00 $15.00 $575.00 $300.00 $1,15000 $40.00 $4,60000 $37.00 $4,25500 $31.45 $3,616,75 $20,00 $2,30000 $35000 $1,050 00 $1,600,00 $4,800.00 $49500 $1,485.00 $50000 $1,50000 $31.85 $5,414.50 $17,00 $2,890,00 $18.10 $3,077.00 $25,00 $4,250.00 $12.00 $240.00 $10,50 $210.00 $3.05 $61.00 $10,00 $200.00 $140,00 $7,000,00 $275.00 $13,750.00 $205.00 $10,250.00 $170.00 $8,500.00 $21,724,50 $30,065.00 $21,301.35 $20,300.00 $841,115.75 $902,391.00 $916,153.50 $955,544.95 1580 190 $1.00 $2.50 $1,580,00 $0.55 $869.00 $2.05 $3,239.00 $2.00 $3,16000 2 00 $4.75 $475,00 $95000 $4.20 $798 DO $4.00 $760.00 $2.00 $360,00 140 $2.00 $280.00 $6.00 $2.10 $1,200.00 $18.55 $3,710.00 $2.00 $400.00 20 $4,00 $80.00 $5.25 $294 00 $105.00 $1,70 $2,85 $238.00 $5.00 $70000 1800 $1,00 $1,800,00 $0.80 $1,440.00 $0.28 $57.00 $504,00 $5,00 $0.60 $100,00 $1,08000 790 $8.75 $6,912 50 $7.60 $6,004.00 $7.25 $5,727.50 $6.00 $4340 200 200 $6 50 $1,30000 $7.60 $1,520.00 $7 25 $1,450,00 $6.00 $1,20O.OU 1700 $10.50 $41 DOUO $940 $1,880.00 $15.85 $3,170.00 $15.00 $3,000.00 250 $2.00 $3,40000 $0.90 $1,53000 $1 10 $1,870.00 $1.00 $1,700.00 700 $9.50 $9.75 $2,375.00 $12.20 $3,05000 $14.15 $3,537.50 $12.00 $3,000.00 160 $27 85 $0,825.00 $4. 1 // 50 $10.90 $7,63000 $825 $5,775.00 $13.00 $J,100 00 If'U $20 25 $;i,U3/ bo $26 40 $: ?; 1U $3,000 QO $3,315 $70 0U $4,335.00. $26.6(1 $3,005 00 1)5 $1 U5 $1jUJ 15 $lmu 00 $136 $27, IU 185 $ .75 $25_UU $:5,$ 00 65 $15.50 $1,()0/50 $1700 ,00 $1,105.00 $1.55 $2210 $13195 $ $1,436.50 $1.00 $11.00 $8500 $71500 1350 $3 25 $4,387 50 $3.00 $4,050 UU $350 $4,725.00 $380 $5,130.00 6 $3UO00 $1.60000 $135.00 $810,00 $340.00 $2,040.00 $200.00 $1,200.00 BT -3 Item N y Item Units Qty 123 Seeding AC 1 124 Sodding, lawn type SY 2000 Total Alternate No 1 -Pail A Gettysberg Circle Stree Improvement: Bid No. 1 Part B- Gettysberg Circle - Concrete Thomas & Sons Unit Price Curb $1,200,00 125 Remove concrete curb and gutter LF 860 126 B618 concrete curb and gutter I F 860 127 Curb reinforcement bars, No. 4 LF 200 Total Part B- Gettysberg Circle - Concrete Curb Part C- Gettysberg Circle -Water Mali) 128 Temporary water main LS 1 129 6" DIP water main, Class 52 LF 410 130 Remove water main LF 410 131 hydrant I A 1 132 Remove Water VaIVu bux LA 1 133 Ductile iron fittings LB 200 134 6" gate valve and box in place EA 1 135 1" Type "K' copper water service LF 22U 138 1" corporation slop EA 8 137 1" curb atup and box EA 8 138 Connect to existing water service EA 8'. 139 Mechanical trench compaction LF 410 Total Part C- Gettysberg Circle -Water Man Part D- Gettysberg Circle - Storm Sewer 140 Remove existing manhole EA 2 141 Remove existing catch basin EA 1 142 Remove 12 ' RCP storm sewer LF 440 143 15" storm sewer LF 333 144 12" stoma sewer LF 89 145 12" perforated pipe LF 150 146 2' x 3 CB, ncl R 3067•V casting EA 1 147 4' dia storrn sewer Mli, ncl R- 1642 -B EA 2 cstg 148 Shallow catch basin EA 3 149 Reconnect to existing storrn sewer EA 1 150 Erosion control at catch basins EA 4 151 Topsoil borrow (LV) CY 40 152 Sodding, lawn type SY 800 153 Rernove /reinstall chain link fence LF IOU 154 Tree removal EA 4 Total Part 0 - Gettysberg Circle - Storm Sewer Total Part A - Gettysberg Circle - Street Improvements Total Part B - Getlysberg Circle - Contrete Curb Total Part C - Gettysberg Circle - Water Main Total Part D - Gettysburg Circle - Siunn Sewer Total Altentale No. 1 Bid No. 1 Thomas & Sons Unit Price Total $1,200,00 $1.85 $3,700.00' $48,37675 $1.50 $7.84 $1.00 $1,29000 $6,74240 $200,00 $6,232.40 $2.000,00 $21.00 $1.00 $1,800 00 $50 00 $3.00 $ 725.00 $11.00 $65.00 $115.00 $65.00 $0.30 $150.00 $150.00 $5.00 $24.00 $23.00 $20,00 $900.00 $1,400.00 $850.00 $275.00 $40.00 $12.00 $1.85 $8.00 $500.00 $2,00000 $8,610,00 $41000 $ 1,811n On $bU 00 $6UO OU $72500 $2,42000 $520 UO $020 00 $52U.OU $12300 $18,698 OO $300.00 $150.00 $2,200 UO $7,992.00 $2,047.00 $3,000.00 $90000 $2,800.00 $2,55U.00 $27500 $160.00 $48000 $1,480.00 $800.00 $2,000.00 $27,134 00 $48,376.75 $8,232AO $18,698.00 $27,134 00 $102,441.15 Bid No. 2 C S McCrossan Inc Unit Price Total $650,00 $2.10 $4,200.00 $44,546.00 $270 $6.60 $1 00 $2,322.00 $5,676.00 $200.00 $8,198.00 $3,7UO.UU $18.00 $8.00 $ ,200.00 $U2 00 $2 8U $480.00 $11,50 $41.00 $84 00 $125.00 $5.00 $240.00 $210.00 $8.50 $18.00 $16.00 $24.00 $1,350.00 $1,500.00 $1,100.00 $430.00 $70.00 $12.20 $2.10 $5.25 $260.00 $3,700,00 $7,380.00 $3,280.00 $2,20000 $92.00 $560.00 $480.OU $2,530.00 $328.00 $672,00 $1,000.00 $2,050.00 $24,272.00 $480.00 $210.00 $3,740.00 $5,994.00 $1,424.00 $3,600.00 $1,350.00 $3,000.00 $3,300.00 $430.00 $280.00 $488.00 $1,680.00 $525.00 $1,040.00 $27,541.00 $44,546.00 $8,198.00 $24,272.00 $27,641.00 $104,667,00 Bid No. 3 Midwest Asphalt Unit Price Total $1,392.50 $2.25 $4,500.00 $52,663.75 $3.20 $7 45 $0.65 $2,752.00 $6,407.00 $13000 $9,289.00 $2,210.00 $19.85 $5,35 $1,12000 $3U 25 $1.30 $615.00 $10.90 $48.10 $195.00 $145.00 $0.10 $150.00 $150.00 $8.40 $16.50 $14.40 $27.40 $1,130.00 $1,370.00 $825.00 $380.00 $22.65 $14.15 $2.30 $4.10 $500.00 $2,210.00 $8,138.50 $2,193.50 $1,720.00 $30.25 $260.00 $615,00 $2,398,00 $384.80 $1, 560.00 $1,160,00 $41.00 $20,711.05 $300.00 $150.00 $3,696,00 $5,494.50 $1,281.60 $4,110.00 $1,130.00 $2,740.00 $2,475.00 $380.00 $90.60 $566.00 $1,840.00 $410.00 $2,000.00 $26,663.70 $52,663.75 $9,289.00 $20,711.05 $20,063,70 $ 108,327.50 Bid No. 4 Ryan Contracting Inc Unit Price Total $500.00 $2.25 $4,50000 $48,415.00 $200 $8.50 $2.00 $1,72000 $7,310,00 $40000 $9,430.00 $3,50000 $18.00 $8.00 $1,500 OU $1000o $1,00 $500.00 $10.00 $125.00 $17500 $20000 $0.01 $300.00 $300.00 $800 $22.00 $23.00 $25.00 $1,20000 $1,360,00 $1,20000 $1,000,00 $5000 $15.00 $2.25 $16.00 $750.00 $3,500,00 $7,380.00 $3,280.00 $ 1 500 00 $ Im) 00 $20000 $50000 $2,200.00 $1,00000 $1,40U 00 $1, 600.00 $4,10 $22,664 10 $800 00 $30000 $3,520.00 $7.326.00 $2,047.00 $3,750.00 $1,20U,OU $2,720.00 $3,600 00 $1,000 UO $200.00 $600.00 $1,80000 $1,600.00 $3,000,00 $33,263.00 $48,41500 $9.430,00 $22,664.10 $33,283 00 $113,772.10 34- 98 -815bt BT-4 0 CD & a, m c 6 �2 0 m u a. o C:) / \ % \33 cn cc) (n \ \ \\ —:E 0 15 �F Z \ \�� ® \\�j } k % / * 2 C, / / m co / o .2 52 �6 5 1 j = m x < U � I To: Gail Van Krevelen From. Valerie Leone Date: April 20, 1999 Subject: Assessments for #648 The rates for the notices to be mailed April 23 are as follows: Option A Low Bid Assessments Single Family Res. properties $4,742 x 60 properties $284,520.00 5801 Ensign (2 units) 60 FF total $57.48/FF $3,448.80 Prudential Property 434 FF total $86.22/FF $37,419.48 Liberty Park *$65,331.72 Total $390,720.00 *Resolution 99-70 indicated total assessment of $390,720.00 so the $4.72 difference was added to Liberty Park assessment - okay per Larry. P.S. The assessment hearing is scheduled to take place on May 10, 1999. If the Council chooses to go with Option B, per Mark Hanson's April 3 memorandum, the assessments will reduce to: Option Low Bid Assessments Single Family Residential properties $3,882 x 60 properties $232,920.00 5801 Ensign (2 units) 60 FF total $47.05/FF $2,823.00 Prudential Property 434 FF $70.58/FF $30,631.72 Liberty Park $52,348.00 Total $318,722.72 1 will let you know the final outcome after the May 1 0 `h meeting. ),. e 0. Rosene A n d erlik ♦:. A ss o ciates V -„ y f„�ers & Architects Bonestroo. Rosene, Anderlik and Associates. Inc. is an Affirmative Action /Equal Opportunity Employer Otto G. Bonestroo, P.E. • Joseph C. Anderlik, P.E. • Marvin L. Sorvala. P.E. Principals: Turner, PE. • Glenn R. Cook, P.E. • Robert G. Schunicht, PE. - Jerry A. Bourdon, P.E. Richard is Robert W. Rosene, P.E. and Susan M. Eberlin, C.P.A., Senior Consultants Associate Principals: Howard A. Sanford, P.E. • Keith A. Gordon, P.E. • Robert R. Pfefferle, P.E. Richard W. Foster, P.E. •David O. Loskota, P.E. • Robert C. Russek, A.I.A. • Mark A. Hanson, P.E. P I Michael T. Rautmann, P.E. • Ted K.Field, P.E. • Kenneth Anderson, n Michael P. Rau, Sidne P. Williamson, RE., L.S. • Robert F. Kotsmith • Agnes g Allan Rick Schmidt, P.E. Offices: St, Paul, Rochester, Willmar and St. Cloud, MN • Milwaukee, WI Website: www.bonestroo.com To: Guy Johnson From: Mark Hanson, Vince Vander Top Subject: 1999 Street Improvement Project — West Area Project No. 648, File No. 34 -98 -815 Date: April 3, 1999 Construction bids for the above project_ were received ors April 1, 1999• The list of bidders and the engineer's estimate are summarized below: Contractor Base Bid Low Thomas & Sons Construction, Inc. $841,115.75 2 CS McCrosson, Inc. 902,391-00 3 Midwest Asphalt Corp. 916,153.50 4 Ryan Construction 955,544.95 Engineer's Estimate Percent Deviation - Engineers Estimate to Low Bid Alternate No.1 Gettysburg Circle $102.441.15 i 04,55'.00 109,327.50 113,772.10 Total $943,556.90 i 1 ,'025,481.00 1,069,317.05 $930,550.00 - 4-1.4% The Engineer's Estimate is 1.4% below the low bid amount. The City Council, at the April 12, 1999 Council Meeting, is not awarding the contract but establishing final costs and assessments that will be presented at the Assessment Hearing scheduled for May 10, 1999. 2335 West Highway 36 ■ St. Paul, MN 55113 ■ 651 -636 ■ Fax: 651 -636-1311 sort, presented at the Public Hearing on February 8, 1999, assumed only the s would be assessed. Two options were presented for assessing street are discussed below: — Assess 100% of the street improvement costs, not including subgrade improvements or utility adjustments. as Option A; however, only assess 50% of the concrete curb Option B — Assess the same and gutter improvements. The final assessment for Option A and B compared to the preliminary report estimate, which was presented at the Public Hearing on February 8, 1999; is summarized below: ( Low Bid Report % Difference Option A `~�----- 4 760.00/Lot -0.4% Residential Lot $4,742.00/Lot $ , 60. %0 70/FF -0 4 Residential Rate $57.48/FF - 0.4% Non - Residential Rate $86.22/FF $86.65/FF Low Bid Report % Difference Option B $3,882/Lot $3,800.00/1-0t +2.2% Residential Lot $47 05/FF $46.06/FF +2.2% Residential Rate $70 58/FF $69.09/FF +2.2% Non - Residential Rate The project cost and the amount assessed for Option A and B are listed below: Option A Amount Assessed Assessment to City Property (Liberty Park) City Cost Total, Option B Amount Assessed Assessment to City Property (Liberty Park) City Cost Total 1 & <k $325,393 65,327 788.726 $1,179,446 8 , 3 75 52,348 $1,179,446 The City Council adopted the assessment roll for Improvement Project No. 648 (1999 Infrastructure /Street Project) at the May 10' Council Meeting. The City Council chose Option B which involves assessing 100% of the street improvement costs (not including subgrade improvements or utility adjustments), and assessing only 50% of the concrete curb and gutter improvements. Therefore, the revised assessments are as follows: Single Family Residential Properties $3,882.00 (rather than $4,742.00) 5801 Ensign $2,823.00 (rather than $3,448.80) Prudential Property $30,631.72 (rather than $37,419.48) Liberty Park (city -owned property) $52,348.00 (rather than $65,331.72) There are three payment options which are listed below. Please refer to your original assessment notice dated April 23, 1999, for other information relating to the special assessment. 1. FULL PAYMENT - You may prepay the entire assessment without interest by June 10, 1999 (30- day period). The assessment can still be paid in full prior to November 30, 1999, when the assessment roll is certified to the County Auditor, but interest will be charged through the date of payment if not paid by June 10, 1999. 2. PARTIAL PAYMENT - Pay one partial payment by June 10, 1999 (30 day period). City Ordinance allows one partial payment on an assessment within 30 days from the adoption of the assessment. This will reduce the amount of the assessment to be certified to the property tax rolls. 3. Pay nothing now and the assessment will automatically be placed on property taxes commencing with taxes payable in 2000. If the assessment is put on your taxes it will be spread in equal annual installments over 15 years bearing interest at 6 %. The first installment will include interest on the total assessment from June 1, 1999, through December 31, 2000, or 19 months' interest. Please contact the Special Assessment Clerk at (612) 531 -5132 if you have any questions regarding your assessment amount or payment options. Sincerely, ry Valerie Leone City Clerk AFFIDAVIT OF MAILING NOTICE NEW HOPE 1999 INFRASTRUCTURE IMPROVEMENT PROJECT #648A - WEST AREA 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 April 23, 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. City Clerk u scribed and sworn to before me this 23 t day of April, 1999. w �► ��, it w ,i, iu 4401 Xylon Avenue North City Hall: 612 - 531 -5100 New Hope, Minnesota 55428 -4898 Police: 612- 531 -5170 Public Works: 612 - 533 -4823 PID NO /OWNER: YOUR ASSESSMENT: City Hall Fax: 612- 531 -5136 Police Fax. 612 - 531 -5174 Public Works Fax: 612 - 533 -7650 Fire Dept Fax. 612 -531 -5175 TDD: 612 - 531 -5109 NOTICE OF HEARING ON ASSESSMENTS FOR 1999 INFRASTRUCTURE IMPROVEMENT NO. 648A - WEST AREA «PID» <(OWNER1>> «OWNER2>> «MAILING_ADDRESS_1» «CITY» <<STATE» «ZIP» $ «AMOUNT INTEREST RATE /TERM: 6% Over 15 Years TIME AND PLACE Notice is hereby given that the City Council of the City of New Hope, GENERAL NATURE OF Minnesota, will meet in the City Hall at 4401 Xylon Avenue North in IMPROVEMENTS: the City of New Hope, Minnesota, on Monday the 10th day of May, 1999, at' 7:00 p.m. to consider objections to the proposed assessments for Improvement No. 648A. The general nature of the improvement is the construction of approximately one mile of streets, storm sewers and water mains, including concrete curb and gutter, grading, construction of base and asphalt surface, catch basins, manholes, drain pipes, valves fitting house services, and all other appurtenant works and services reasonably required to serve this area. ASSESSMENT ROLL The proposed assessment roll is on file with the City Clerk and open to OPEN TO public inspection. INSPECTION: AREA PROPOSED TO All properties abutting on 60' Avenue North between Hillsboro Avenue BE ASSESSED: North and Liberty Park; all properties abutting on Hillsboro Avenue North between 59t Avenue and 60 Avenue North; all properties abutting on 59t Avenue North between Independence Avenue and Gettysburg Avenue North; all properties abutting on Gettysburg Avenue North between Bass Lake Road and 60t Avenue North; all properties abutting on Gettysburg Circle and Hillsboro Circle as follows: Property ID Nos. Street Address 06- 118 -21 23 0078 9220 BASS LAKE RD 06- 118 -21 240124 5801 ENSIGN AVE N 06- 118 -21 230048 9201 59TH AVE N 06- 118 -21 230049 9209 59TH AVE N 06- 118 -21 230041 9216 59TH AVE N 06-118-21 230050 9217 59TH AVE N 06- 118 -21 230042 9224 59TH AVE N 06- 118 -21 230051 9225 59TH AVE N 06- 118 -21 230043 9232 59TH AVE N Family Styled City fa For Family Living 06- 118 -21 23 0052 06-118-21 23 0053 06- 118 -21 23 0031 06- 118 -21 23 0032 06-118-21 230033 06-118-21 240122 06-118-21 240121 06-118-21 240120 06-118-21 240119 06-118-21 24 01 18 06-118-21 24 01 17 06-118-21 24 01 16 06-118-21 24 01 15 06- 118 -21 230047 06- 118 -21 230040 06- 118 -21 23 0046 06- 118 -21 23 0039 06-118-21 230045 06- 118 -21 230038 06-118-21 230044 06-118-21 230037 06-118-2.1 230036 06- 118 -21 230035 06- 118 -21 230034 06- 118 -21 230013 06- 118 -21 23 0014 06-118-21 230009 06- 118 -21 220040 06- 118 -21 230023 06-118-21 230029 06- 118 -21 230028 06- 118 -21 230027 06-118-21 230026 06-118-21 23 0025 06-118-21 230024 06-118-21 230016 06-118-21 230008 06-118-21 230012 06-118-21 230007 06-118-21 230011 06-118-21 230006 06-118-21 230022 06-118-2 1 230021 06-118-21 230020 06-118-21 230019 06- 118 -21 230018 06- 118 -21 23 001 7 06- 118 -21 220067 06- 118 -21 22 0066 06- 118 -21 22 0065 06- 118 -21 220039 9233 59TH AVE N 9241 59TH AVE N 9301 59TH AVE N 9307 59TH AVE N 9315 59TH AVE N 5808 GETTYSBURG CIR 5812 GETTYSBURG CIR 5816 GETTYSBURG CIR 5820 GETTYSBURG CIR 5824 GETTYSBURG CIR 5828 GETTYSBURG CIR 5832 GETTYSBURG CIR 5836 GETTYSBURG CIR 5900 GETTYSBURG AVE 5901 GETTYSBURG AVE 5908 GETTYSBURG AVE 5909 GETTYSBURG AVE 5916 GETTYSBURG AVE 5917 GETTYSBURG AVE 5924 GETTYSBURG AVE 5925 GETTYSBURG AVE 5933 GETTYSBURG AVE 5941 GETTYSBURG AVE 5949 GETTYSBURG AVE 5955 GETTYSBURG AVE 5961 GETTYSBURG AVE 5967 GETTYSBURG AVE 6001 GETTYSBURG AVE 5900 HILLSBORO AVE N 5901 HILLSBORO AVE N 5905 HILLSBORO AVE N 5909 HILLSBORO AVE N 5913 HILLSBORO AVE N 5917 HILLSBORO AVE N 5921 HILLSBORO AVE N 5928 HILLSBORO AVE N 5955 HILLSBORO AVE N 5960 HILLSBORO AVE N 5961 HILLSBORO AVE N 5966 HILLSBORO AVE N 5967 HILLSBORO AVE N 5904 HILLSBORO CIR 5908 HILLSBORO CIR 5912 HILLSBORO CIR 5916 HILLSBORO CIR 5920 HILLSBORO CIR 5924 HILLSBORO CIR 9110 60TH AVE N 9120 60TH AVE N 9130 60TH AVE N 9208 60TH AVE N 06- 118 -21 23 0010 9209 60TH AVE N 06- 118 -21 23 0015 9216 60TH AVE N 06-118-21 24 0004 9015 60TH AVE N TOTAL AMOUNT OF The total amount proposed to be assessed is $ 390,720.00. PROPOSED ASSESSMENT: WRITTEN OR ORAL Written or oral objections will be considered at the hearing. OBJECTIONS: RIGHT OF APPEAL: 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. LIMITATION ON No appeal may be taken as to the amount of any assessment adopted APPEAL: 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. DEFERMENT OF Under the provisions of Minnesota Statutes, Sections 435.193 to ASSESSMENTS: 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. SPECIFIC AMOUNT TO The amount to be specifically assessed against your particular lot, BE ASSESSED: piece, or parcel of land is stated on the first page of this notice. INTEREST RATE: 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 levying the assessment but not earlier than the date of such resolution. PAYMENT OPTIONS 1) FULL PAYMENT - You may prepay the entire assessment to the THIS YEAR: Finance Director or Assessment Clerk of the City pdgr 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 3 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 taxes for payment per the collection procedure established in Minnesota Statute Chapter 429. PAYMENT IN In subsequent years, the principal balance remaining may be paid to the SUCCEEDING YEARS: Finance Director or Assessment Clerk at any time prior to November 15 of any year. Note: the City will mail subsequent correspondence notifying you of the City Council's action and more fully explaining dates for assessment payment options. Dated: April 23, 1999 BY ORDER OF THE CITY COUNCIL Valerie Leone, City Clerk 4 PID OWNER -1 OWNER -2 STREET ADDRESS MAILING ADDRESS 1 CITY STATE ZIP AMOUNT 06-118-2123 0078 PRUDENTIAL INSURANCE C ATTN: LEASE ADMINISTRAT 9220 BASS LAKE RD P 0 BOX 1709 NEWARK NJ 07101 $ 37,419.48 06-118-2124 0124 ROSS TAORMINA 5801 ENSIGN AVE N 6028 42ND AVE N CRYSTAL MN 55422 3,448.80 06-118-2123 0048 JANNA GEROLD JOSEPH GEROLD 9201 59TH AVE N 9201 59TH AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0049 WILLIAM GABRYS PATRICIA TORO 9209 59TH AVE N 9209 59TH AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0041 GREGORY PHILLIPS CATHLEEN DUNN 9216 59TH AVE N 9216 59TH AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0050 INGRID SCHMITZ 9217 59TH AVE N 9217 59TH AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0042 VINCENT GRIMALDI 9224 59TH AVE N 9224 59TH AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0051 STEVEN LOVCIK 9225 59TH AVE N 9225 59TH AVE N NEW HOPE MN 55428 4,74100 06-118-2123 0043 SUSAN CALDWELL 9232 59TH AVE N 9232 59TH AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0052 LYNN BRA DWAY DAVID BRADWAY 9233 59TH AVE N 9233 59TH AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0053 DELMAR O'BRYAN G O'BRYAN 9241 59TH AVE N 9241 59TH AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0031 JAMES RIEDER 9301 59TH AVE N 9301 59TH AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0032 THOMAS SCHREYER CHRISTINE SCH REYER 9307 59TH AVE N 9307 59TH AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0033 ANATOLIY FELDBERG ASYA FELDBERG 9315 59TH AVE N 9315 59TH AVE N NEW HOPE MN 55428 4,742.00 06-118-2124 0122 T BUEHRING L BUEHRING 5808 GETTYSBURG CIR 5808 GETTYSBURG CIR NEW HOPE MN 55428 4,742.00 06-118-2124 0121 NANCY MENDEZ NATIVIDAD MENDEZ 5812 GETTYSBURG CIR 5812 GETTYSBURG CIR NEW HOPE MN 55428 4,742.00 06-118-2124 0120 ROBERT RIEWE PAIGE RIEWE 5816 GETTYSBURG CIR 5816 GETTYSBURG CIR NEW HOPE MN 55428 4,742.00 06-118-2124 0119 TIMOTHY MADDEN DIANE MADDEN 5820 GETTYSBURG CIR 5820 GETTYSBURG CIR NEW HOPE MN 55428 4,742.00 06-118-2124 0118 HEIDI NORDSTROM DALE NORDSTROM 5824 GETTYSBURG CIR 5824 GETTYSBURG CIR NEW HOPE MN 55428 4,742.00 06-118-2124 0117 DAVID HANSON JUDITH HANSON 5828 GETTYSBURG CIR 5828 GETTYSBURG CIR NEW HOPE MN 55428 4,742.00 06-118-2124 0116 JERRY VETSCH KATHERINE VETSCH 5832 GETTYSBURG CIR 5832 GETTYSBURG CIR NEW HOPE MN 55428 4,742.00 06-118-2124 0115 CHARLES POOLE DEBORAH POOLE 5836 GETTYSBURG CIR 5836 GETTYSBURG CIR NEW HOPE MN 55428 4,742.00 06-118-2123 0047 HENRY TONY & EILEEN TRA DIEU BAO DIEC & LIEN TRA 5900 GETTYSBURG AV 5900 GETTYSBURG AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0040 RICHARD SHERRARD 5901 GETTYSBURG AV 5901 GETTYSBURG AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0046 WARNER BELLM HELEN BELLM 5908 GETTYSBURG AV 5908 GETTYSBURG AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0039 MINH LOI TRAN & TUONG NGUYEN & TUYETSON TRAN 5909 GETTYSBURG AV 5909 GETTYSBURG AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0045 GORDON PEARSON 5916 GETTYSBURG AV 5916 GETTYSBURG AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0038 ERWIN EKHOFF CYNTHIA EKHOFF 5917 GETTYSBURG AV 5917 GETTYSBURG AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0044 GERALD GFROERER 5924 GETTYSBURG AV 5924 GETTYSBURG AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0037 ROBERT PEREIRA WINDY PEREIRA 5925 GETTYSBURG AV 5925 GETTYSBURG AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0036 EDWARD LAPLANTE MARTHA LAPLANTE 5933 GETTYSBURG AV 5933 GETTYSBURG AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0035 JEFFREY ZARLING BETH ZARLING 5941 GETTYSBURG AV 5941 GETTYSBURG AVE N NEW HOPE MN 55428 4,74100 06-118-2123 0034 THERESA WESTERLUND DEAN WESTERLUND 5949 GETTYSBURG AV 5949 GETTYSBURG AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0013 RICHARD CHOUINARD JR DIANE CHOUINARD 5955 GETTYSBURG AV 5955 GETTYSBURG AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0014 DONNA BOWEN BRUCE BOWEN 5961 GETTYSBURG AV 5961 GETTYSBURG AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0009 GARY ANDERSON 5967 GETTYSBURG AV 5967 GETTYSBURG AVE N NEW HOPE MN 55428 4,742.00 06-118-2122 0040 EDWIN KLASSEN 6001 GETTYSBURG AV 6001 GETTYSBURG AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0023 DOUGLAS SWIGART SHARON SWIGART 5900 HILLSBORO AVE 5900 HILLSBORO AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0029 HOWARD DAHL 5901 HILLSBORO AVE 5901 HILLSBORO AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0028 DWIGHT LINDQUIST SUZANNE LINDQUIST 5905 HILLSBORO AVE 5905 HILLSBORO AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0027 ROGER STREGE SUZANNE STREGE 5909 HILLSBORO AVE 5909 HILLSBORO AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0026 E E SQUIRE 5913 HILLSBORO AVE 5913 HILLSBORO AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0025 V W VEZIRIS JR N S VEZIRIS 5917 HILLSBOR AVE 5917 HILLSBORO AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0024 DAVID GORDON APRIL BERNSTROM 5921 HILLSBORO AVE 5921 HILLSBORO AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0016 SCOTT CLARK MARILYN CLARK 5928 HILLSBORO AVE 5928 HILLSBORO AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0008 JAMES WIGGEN TAMMY WIGGEN 5955 HILLSBORO AVE 5955 HILLSBORO AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0012 KENNETH FROMM 5960 HILLSBORO AVE 5960 HILLSBORO AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0007 DENNIS VOYDETICH 5961 HILLSBORO AVE 5961 HILLSBORO AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0011 RONALD RAASCH GLORIA RAASCH 5966 HILLSBORO AVE 5966 HILLSBORO AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0006 DAVID WHITNEY JOAN WHITNEY 5967 HILLSBORO AVE 5967 HILLSBORO AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0022 A SCHOENBORN L SCHOENBORN 5904 HILLSBORO CIR 5904 HILLSBORO CIR NEW HOPE MN 55428 4,742.00 06-118-2123 0021 HENRY SCAIA 5908 HILLSBORO CIR 5908 HILLSBORO CIR NEW HOPE MN 55428 4,742.00 06-118-2123 0020 LENITA COLEMAN 5912 HILLSBORO CIR 5912 HILLSBORO CIR NEW HOPE MN 55428 4,742.00 06-118-2123 0019 DENNIS ANDERSON 5916 HILLSBORO CIR 5916 HILLSBORO CIR NEW HOPE MN 55428 4,742.00 06-118-2123 0018 LAWRENCE MEHELICH 5920 HILLSBORO CIR 5920 HILLSBORO CIR NEW HOPE MN 55428 4,742.00 06-118-2123 0017 SHERMAN FREDERICK 5924 HILLSBORO CIR 5924 HILLSBORO CIR NEW HOPE MN 55428 4,742.00 06-118-2122 0067 MARLIN NORDSTROM 9110 60TH AVE N 9110 60TH AVE N NEW HOPE MN 55428 4,742.00 06-118-2122 0066 DENISE COLTON 9120 60TH AVE N 9120 60TH AVE N NEW HOPE MN 55428 4,742.00 06-118-2122 0065 CINDY VINCENT GERALD VINCENT 9130 60TH AVE N 9130 60TH AVE N NEW HOPE MN 55428 4,742.00 06-118-2122 0039 PAMELA FILLHOUER KURT FILLHOUER 9208 60TH AVE N 9208 60TH AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0010 KENNETH MELIN 9209 60TH AVE N 9209 60TH AVE N NEW HOPE MN 55428 4,742.00 06-118-2123 0015 THOMAS KANAYINKAL ANN KANAYINKAL 9216 60TH AVE N 9216 60TH AVE N NEW HOPE MN 55428 4742.00 06-118-2124 0004 CITY OF NEW HOPE LIBERTY PARK 9015 60TH AVE N 4401 XYLON AVE N NEW HOPE MN 55428 65.331.72 4401 Xylon Avenue North City Hall: 612 -531 -5100 New Hope, Minnesota 55428 -4898 Police: 612- 531 -5170 Public Works: 612- 533 -4823 TDD: 612 -531 -5109 AFFIDAVIT OF MAILING NOTICE NEW HOPE 1999 INFRASTRUCTURE IMPROVEMENT PROJECT #648A - WEST AREA STATE OF MINNESOTA) COUNTY OF HENNEPIN) ss CITY OF NEW HOPE) City Hall Fax: 612- 531 -5136 Police Fax: 612 -531 -5174 Public Works Fax: 612 - 533 -7650 Fire Dept. Fax: 612 - 531 -5175 I, the undersigned being the duly qualified City Clerk of the City of New Hope, Minnesota, hereby attest and certify that: On May 1 1 th, 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 May 10" Council Meeting. 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. 3 City Clerk § -scribed and sworn to before e this 11 t day of May, 1999. Family Styled City 14 For Family Living May 11, 1999 4401 Xylon Avenue North New Hope, Minnesota 55428 -4898 Dear New Hope Property Owner: City Hall: 612- 531 -5100 Police: 612 - 531 -5170 Public Works: 612- 533 -4823 TDD: 612 -531 -5109 City Hall Fax. 612- 531 -5136 Police Fax: 612 -531 -5174 Public Works Fax: 612 - 533 -7650 Fire Dept Fax: 612 -531 -5175 The City Council adopted the assessment roll for Improvement Project No. 648 (1999 Infrastructure /Street Project) at the May 10" Council Meeting. The City Council chose Option B which involves assessing 100% of the street improvement costs (not including subgrade improvements or utility adjustments), and assessing only 50% of the concrete curb and gutter improvements. Therefore, the revised assessments are as follows: Single Family Residential Properties $3,882.00 (rather than $4,742.00) 5801 Ensign $2,823.00 (rather than $3,448.80) Prudential Property $30,631.72 (rather than $37,419.48) Liberty Park (city -owned property) $52,348.00 (rather than $65,331.72) There are three payment options which are listed below. Please refer to your original assessment notice dated April 23, 1999, for other information relating to the special assessment. 1. FULL PAYMENT - You may prepay the entire assessment without interest by June 10, 1999 (30- day period). The assessment can still be paid in full prior to November 30, 1999, when the assessment roll is certified to the County Auditor, but interest will be charged through the date of payment if not paid by June 10, 1999. 2. PARTIAL PAYMENT - Pay one partial payment by June 10, 1999 (30 day period). City Ordinance allows one partial payment on an assessment within 30 days from the adoption of the assessment. This will reduce the amount of the assessment to be certified to the property tax rolls. 3. Pay nothing now and the assessment will automatically be placed on property taxes commencing with taxes payable in 2000. If the assessment is put on your taxes it will be spread in equal annual installments over 15 years bearing interest at 6 %. The first installment will include interest on the total assessment from June 1, 1999, through December 31, 2000, or 19 months' interest. Please contact the Special Assessment Clerk at (612) 531 -5132 if you have any questions regarding your assessment amount or payment options. Sincerely, Valerie Leone City Clerk Family Styled City For Family Living PID OWNER -1 OWNER -2 STREET ADDRESS MAILING ADDRESS CITY STATE ZIP AMOUNT 06-118-21 23 0078 PRUDENTIAL INSURANCE C ATTN: LEASE ADMINISTRA 9220 BASS LAKE RD P O BOX 1709 NEWARK NJ 07101 $ 30,631.72 06-118-21 24 0124 ROSS TAORMINA BETH ZARLING 5801 ENSIGN" AVE N 6028 42ND AVE N CRYSTAL MN 55422 2,823.00 06- 118 -21 23 0048 JANNA GEROLD JOSEPH GEROLD 9201 59TH AVE N 9201 59TH AVE N NEW HOPE MN 55428 3,882.00 06- 118 -21 23 0049 WILLIAM GABRYS PATRICIA TORO 9209 59TH AVE N 9209 59TH AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0041 GREGORY PHILLIPS CATHLEEN DUNN 9216 59TH AVE N 9216 59TH AVE N NEW HOPE MN 55428 3,882.00 06- 118 -21 23 0050 INGRID SCHMITZ 9217 59TH AVE N 9217 59TH AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0042 VINCENT GRIMALDI 9224 59TH AVE N 9224 59TH AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0051 STEVEN LOVCIK SHARON SWIGART 9225 59TH AVE N 9225 59TH AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0043 SUSAN CALDWELL 9232 59TH AVE N 9232 59TH AVE N NEW HOPE MN 55428 3,882.00 06- 118 -21 23 0052 LYNN BRADWAY DAVID BRADWAY 9233 59TH AVE N 9233 59TH AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0053 DELMAR O'BRYAN 06- 118 -21 23 0031 JAMES RIEDER G O'BRYAN 9241 59TH AVE N 9301 59TH AVE N 9241 59TH AVE N 9301 59TH AVE N NEW HOPE MN NEW HOPE MN 55428 55428 3,882.00 3,882.00 06- 118 -21 23 0032 THOMAS SCHREYER 06-118-2123 0033 ANATOLIY FELDBERG 06-118-2124 0122 T BUEHRING CHRISTINE SCHREYER ASYA FELDBERG L BUEHRING 9307 59TH AVE N 9315 59TH AVE N 5808 GETTYSBURG CIR 9307 59TH AVE N 9315 59TH AVE N 5808 GETTYSBURG CIR NEW HOPE MN NEW HOPE MN NEW HOPE MN 55428 55428 55428 3,882.00 3,882.00 3,882.00 06-118-21 24 0121 NANCY MENDEZ 06-118-2124 0120 ROBERT RIEWE 06-118-2124 0119 TIMOTHY MADDEN 06-118-2124 0118 HEIDI NORDSTROM NATIVIDAD MENDEZ PAIGE RIEWE DIANE MADDEN DALE NORDSTROM 5812 GETTYSBURG CIR 5816 GETTYSBURG CIR 5820 GETTYSBURG CIR 5824 GETTYSBURG CIR 5812 GETTYSBURG CIR 5816 GETTYSBURG CIR 5820 GETTYSBURG CIR 5824 GETTYSBURG CIR NEW HOPE MN NEW HOPE MN NEW HOPE MN NEW HOPE MN 55428 55428 55428 55428 3,882.00 3,882.00 3,882.00 3,882.00 06-118-2124 0117 DAVID HANSON JUDITH HANSON 5828 GETTYSBURG CIR 5828 GETTYSBURG CIR NEW HOPE MN 55428 3,882.00 06- 118 -21 24 0116 JERRY VETSCH KATHERINE VETSCH 5832 GETTYSBURG CIR 5832 GETTYSBURG CIR NEW HOPE MN 55428 3,882.00 06-118-2124 0115 CHARLES POOLE DEBORAH POOLE 5836 GETTYSBURG CIR 5836 GETTYSBURG CIR NEW HOPE MN 55428 3,882.00 06-118-2123 0047 HENRY TONY EILEEN TRAN YICK 5900 GETTYSBURG AVE 5900 GETTYSBURG AVE NEW HOPE MN 55428 3,882.00 06-118-2123 0040 RICHARD SHERRARD 5901 GETTYSBURG AVE 5901 GETTYSBURG AVE NEW HOPE MN 55428 3,882.00 06- 118 -21 23 0046 WARNER BELLM HELEN BELLM 5908 GETTYSBURG AVE 5908 GETTYSBURG AVE NEW HOPE MN 55428 3,882.00 06- 118 -21 23 0039 MINH LOI TRAN & TUONG NGUYEN & TUYETSON TRA 5909 GETTYSBURG AVE 5909 GETTYSBURG AVE NEW HOPE MN 55428 3 882 00 06-118-2123 0045 GORDON PEARSON 5916 GETTYSBURG AVE 5916 GETTYSBURG AVE NEW HOPE MN 55428 3,882.00 06- 118 -21 23 0038 ERWIN EKHOFF CYNTHIA EKHOFF 5917 GETTYSBURG AVE 5917 GETTYSBURG AVE NEW HOPE MN 55428 3,88100 06- 118 -21 23 0044 GERALD GFROE 5924 GETTYSBUR AVE 5924 GETTYSBURG AVE NEW HOPE MN 55429 3 RR? 00 06- 118 -21 23 0037 ROBERT PEREIRA WINDY PEREIRA 5925 GETTYSBURG AVE 5925 GETTYSBURG AVE NEW HOPE MN 55428 3,882.00 06- 118 -21 23 0036 EDWARD LAPLANTE MARTHA LAPLANTE 5933 GETTYSBURG AVE 5933 GETTYSBURG AVE NEW HOPE MN 55428 3,882.00 06-118-2123 0035 JEFFREY ZARLING BETH ZARLING 5941 GETTYSBURG AVE 5941 GETTYSBURG AVE NEW HOPE MN 55428 3,882.00 06-118-2123 0034 THERESA WESTERLUND DEAN WESTERLUND 5949 GETTYSBURG AVE 5949 GETTYSBURG AVE NEW HOPE MN 55428 3,882.00 06-118-2123 0013 RICHARD CHOUINARD JR DIANE CHOUINARD 5955 GETTYSBURG AVE 5955 GETTYSBURG AVE NEW HOPE MN 55428 3,882.00 06- 118 -21 23 0014 DONNA BOWEN BRUCE BOWEN 5961 GETTYSBURG AVE 5961 GETTYSBURG AVE NEW HOPE MN 55428 3,882.00 06-118-2123 0009 GARY ANDERSON 5967 GETTYSBURG AVE 5967 GETTYSBURG AVE NEW HOPE MN 55428 3,882.00 06- 118 -21 22 0040 EDWIN KLASSEN 6001 GETTYSBURG AVE 6001 GETTYSBURG AVE NEW HOPE MN 55428 3,882.00 06-118-2123 0023 DOUGLAS SWIGART SHARON SWIGART 5900 HILLSBORO AVE N 5900 HILLSBORO AVE N NEW HOPE MN 5 5428 3,882.00 PID OWNER -1 OWNER -2 STREET ADDRESS MAILING ADDRESS CITY STATE ZIP AMOUNT 06-118-2123 0029 HOWARD DAHL 5901 HILL SBORO AVE N 5901 HILLSBORO AVE N NEW HOPE MN 55428 3,882.00 06-118-21 23 0028 DWIGHT LINDQUIST SUZANNE LINDQUIST 5905 HILLSB'ORO AVE N 5905 HILLSBORO AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0027 ROGER STREGE SUZANNE STREGE 5909 HILLSBORO AVE N 5909 HILLSBORO AVE N NEW HOPE MN 55428 3,882.00 U6- I18-21 lS UU26 E E NQU1KE 5913 HILLSBORO AVE N 5913 HILLSBORO AVE N NEW HOPE MN 55428 3,88100 06-118-2123 0025 V W VEZIRIS JR N S VEZIRIS 5917 HILLSBORO AVE N 5917 HILLSBORO AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0024 DAVID GORDON APRIL BERNSTROM 5921 HILLSBORO AVE N 5921 HILLSBORO AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0016 SCOTT CLARK MARILYN CLARK 5928 HILLSBORO AVE N 5928 HILLSBORO AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0008 JAMES WIGGEN TAMMY WIGGEN 5955 HILLSBORO AVE N 5955 HILLSBORO AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0012 KENNETH FROMM 5960 HILLSBORO AVE N 5960 HILLSBORO AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0007 DENNIS VOYDETICH 5961 HILLSBORO AVE N 5961 HILLSBORO AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0011 RONALD RAASCH GLORIA RAASCH 5966 HILLSBORO AVE N 5966 HILLSBORO AVE N NEW HOPE MN 55428 3,882.00 06- 118 -21 23 0006 DAVID WHITNEY JOAN WHITNEY 5967 HILLSBORO AVE N 5967 HILLSBORO AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0022 A SCHOENBORN L SCHOENBORN 5904 HILLSBORO CIR 5904 HILLSBORO CIR NEW HOPE MN 55428 3,882.00 06-118-2123 0021 HENRY SCAIA 5908 HILLSBORO CIR 5908 HILLSBORO CIR NEW HOPE MN 55428 3,882.00 06- 118 -21 23 0020 LENITA COLEMAN 5912 HILLSBORO CIR 5912 HILLSBORO CIR NEW HOPE MN 55428 3,882.00 06-118-2123 0019 DENNIS ANDERSON 5916 HILLSBORO CIR 5916 HILLSBORO CIR NEW HOPE MN 55428 3,882.00 06-118-2123 0018 LAWRENCE MEHELICH 5920'HILLSBORO CIR 5920 HILLSBORO CIR NEW HOPE MN 55428 3,882.00 06-118-2123 0017 SHERMAN FREDERICK 5924 HILLSBORO CIR 5924 HILLSBORO CIR NEW HOPE MN 55428 3,882.00 06-118-2122 0067 MARLIN NORDSTROM 9110 60TH AVE N 9110 60TH AVE N NEW HOPE MN 55428 3,88100 06-118-21 22 0066 DENISE COLTON 9120 60TH AVE N 9120 60TH AVE N NEW HOPE MN 55428 3,882.00 06-118-2122 0065 CINDY VINCENT GERALD VINCENT 9130 60TH AVE N 9130 60TH AVE N NEW HOPE MN 55428 3,882.00 06-118-2122 0039 PAMELA FILLHOUER KURT FILLHOUER 9208 60TH AVE N 9208 60TH AVE N NEW HOPE MN 55428 3,88100 06-118-2123 0010 KENNETH MELIN 9209 60TH AVE N 9209 60TH AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0015 THOMAS KANAYINKAL ANN KANAYINKAL 9216 60TH AVE N 9216 60TH AVE N NEW HOPE MN 55428 3,882.00 06-118-2124 0004 CITY OF NEW HOPE LIBERTY PARK 9015 60TH AVE N 4401 XYLON AVE N NEW HOPE MN 55428 52,348.00 TOTAL: $ 318,722.72 Originating Department Approved for Agenda Agenda Section Public Works 05/10/99 Public Hearing Item No. By Guy Johnson ( BY 1! f 1 7.1 RESOLUTION ADOPTING ASSESSMENT FOR IMPROVEMENT PROJECT NO. 648A- WEST AREA (1999 Infrastructure Improvement Project) REQUESTED ACTION Staff is recommending that Council pass a resolution to adopt the proposed assessments for Improvement Project No. 648A -West Area. POLICY /PAST PRACTICE Assessments are proposed to be levied against benefited properties in accordance with New Hope's Assessment Policy and the increased market value of the land as a result of the improvement. BACKGROUND Informational meetings involving staff members and affected residents occurred on December 2, 1998. On December 14, 1998, the City Council authorized the City Engineer to prepare a feasibility report for the proposed improvement project. On January 25, 1999, the City Engineer presented a feasibility report to the City Council regarding the proposed 1999 Infrastructure Improvement Project. The feasibility report describes the proposed reconstruction of water mains, storm sewers, curb and gutter work, driveway approaches, and streets. Council approved Plans and Specifications on February 22, reviewed bids on April 12, and scheduled a public hearing for May 10, 1999. The City Clerk has notified property owners in the project area of the proposed assessments. The proposed project includes the following, with improvements to Gettysburg Circle as an alternate proposal: Construction of water mains on 59th, 60t Hillsboro, and Gettysburg Avenues. Construction of storm sewers, drain tile, and backyard drainage piping throughout the project. Replacing all surmountable curb with B -618 concrete curb, and construction of concrete driveway approaches. Im I: RFA \Pubworks \648 ResolutionAdoptingAssessments Ill Adoption of Assessments Improvement Project No. 648 May 10, 1999 Page 2 • Reconstruction of all streets in the project area. • Reconstruction of the intersection at Gettysburg Avenue and 59 Avenue to address traffic flow issues. • Off street parking and trail improvements in Liberty Park. If Council proceeds with the proposed project, construction will begin on May 24, 1999. FUNDING The lowest responsible bid was $943,556.90 by Thomas & Sons Construction, Inc. The low bid is nearly identical to the engineer's estimate. In accordance with New Hope's assessment Policy, the breakdown of revenue sources to offset the project costs are: • Proposed Assessment Amounts $ 325,393.00 • City Property Assessment Amounts 65,327.00 • Minimum City Project Costs 788,726.00 Total Minimum Project Costs (with Gettysburg Circle) $1,179,446.00 Proposed revenue sources for the City's Project Costs are City Bonding, Storm Water Utility Fund, and Water /Sewer Utility Fund. ATTACHMENTS A map of the area is attached. Also attached is a memorandum showing the proposed amount for each of the revenue sources. In addition, it compares the estimated cost in the preliminary report to both the engineer's estimate and the lowest responsible bid. Different options for Gettysburg Circle construction and a second assessment option is also presented in the memorandum. A resolution adopting the assessment for proposed Improvement Project No. 648 is attached. I: RFATubworks \648 ResolutionAdoptingAssessments S ' ... i w v z w 0 z w C. w a z 59 VET AREA INCLUDED ar STREET IMPROVEMENTS FIGURE 6 FEASIBILTY REPORT INFRASTRUCTURE IMPROVEMENTS KA34 \34815 \34815F0 NOVEMBER 1998 COMM. 3498815 ►1 /D Bonestroo Rosene Anderlik Associates Es>Qin mrs d Architects FQ D D ID LEGEND AREA BOUNDARY 0 ISO 300 I... fret Bonestroo, Rosene, Anderlik and Associates, Inc. is an Affirmative Action /Equal Opportunity Employer Principals: Otto G. Bonestroo, RE. - Joseph C. Anderlik, PE. - Marvin L. Sorvala, P.E. Glenn R. Cook, PE. - Robert G. Schunicht, P.E. - Jerry A. Bourdon, P.E. - Robert W. Rosene, P.E., Richard E. Turner, P.E. and Susan M. Eberlin, C.P.A., Senior Consultants Associate Principals: Howard A. Sanford, P.E. - Keith A. Gordon, P.E. - Robert R. Pfefferle, P.E. Richard W. Foster, RE. - David O. Loskota, P.E. - Robert C. Russek, A.I.A. - Mark A. Hanson, PE. - Michael T. Rautmann, PE. - Ted K.Field, P.E. - Kenneth P. Anderson, P.E. - Mark R. Rolfs, P.E. - Sidney P Williamson, PE., L.S. - Robert F. Kotsmith - Agnes M. Ring - Allan Rick Schmidt, P.E. Offices: St. Paul, Rochester, Willmar and St. Cloud, MN - Milwaukee, WI Website: w4ww.bonestroo.com MEMORANDUM To: Guy Johnson From: Mark Hanson, Vince Vander Top Subject: 1999 Street Improvement Project -- West Area Project No. 648, File No. 34 -98 -815 Date: April 3, 1999 Construction bids for the above project were received on April 1, 1599. The list of bidders and the engineer's estimate are summarized below: Contractor Base Bid Low Thomas & Sons Construction, Inc. $841,115.75 2 CS McCrosson, Inc. 902,391.00 3 Midwest Asphalt Corp. 915,153.50 4 Ryan Construction 955,544.95 Alternate No. 1 Gettysburg Circle Total $102,441.15 $943,556.90 104,557.00 1,006,948.00 109,327.50 1,025,481.00 113,772.10 1,069,3 t7.05 Engineer's Estimate Percent Deviation - Engineers Estimate to Low Bid $930,550.00 +1.4 %L The Engineer's Estimate is 1.4% below the low bid amount. The City Council, at the April 12, 1999 Council Meeting, is not awarding the contract but establishing final costs and assessments that will be presented at the Assessment Hearing scheduled for May 10, 1999. 2335 West Highway 36 ® St. Paul, MN 55113 ■ 651-636 - 4600 ■ Fax: 651-636 -1311 The preliminary report, presented at the Public Hearing on February 8, 1999, assumed only the street improvements would be assessed. Two options were presented for assessing street improvements; they are discussed below: Assessments Option A — Assess 100% of the street improvement costs, not including subgrade improvements or utility adjustments. Option B — Assess the same as Option A; however, only assess 50% of the concrete curb and gutter improvements. The final assessment for Option A and B compared to the preliminary report estimate, which was presented at the Public Hearing on February 8, 1999, is summarized below: Option A Low Bid Report Residential Lot $4,742.00/Lot $4,760.00/Lot Residential Rate $57.48/FF $57.70/FF Non - Residential Rate $86.22/FF $86.65/FF Option B Low Bid Report Residential Lot $3,882/Lot $3,800.00/Lot Residential Rate $47.05/FF $46.06/FF Non - Residential Rate $70.58/FF $69.09/FF The project cost and the amount assessed for Option A and B are listed below: Option A % Difference -0.4% -0.4% -0.4% % Difference +2.2% +2.2% +2.2% Amount Assessed $325,393 Assessment to City Property (Liberty Park) 65,327 City Cost 788,726 Total $1,179,446 N� :, Amount Assessed $267,482 Assessment to City Property (Liberty Park) 52,348 City Cost 859,616 Total $1,179,446 A breakdown of the Iow bid compared to the amount estimated in the preliminary report and presented at the Public Hearing (February 8, 1999) is summarized below: Item Street Improvements Subgrade(City Cost) Bituminous Surface Driveway Concrete Curb Subtotal Water Main Storm Sewer Liberty Park Total Not Included in Report Water Main • Gettysburg Circle • 49` Avenue /CP Rail Water Main Jacking Total $903,134.90 $837,820.00 +9.8% 18,698.00 18,698.00 N/A 21,724.00 21,724.00 N/A $841,115.25 $102,441.15 $943,556.90 The low bid amount exceeds the estimate in the preliminary report by 9.8% based on the following additional work: ■ Temporary water service for convenience. ■ Storm sewer pipe, structures, drain tile. ■ Water main fittings, service, gate valves. ■ Soil correction, utility adjustment. GETTYSBURG CIRCLE - ALTERNATE The bid proposal provided for an alternate, which included the improvements in Gettysburg Circle. Gettysburg Circle represents approximately 10% of the total street frontage and a similar amount of the water main footage. Therefore, the low bid for the street and water main work in Gettysburg Circle compares favorable based on a percentage of the total work (Street - $52,907.00 compared to $56,609.00; water main - $18,336.00 compared to $18,698.00). However, the storm sewer percentage is greater because two backyard drainage improvements are included along Gettysburg Circle, which results in additional storm sewer facilities being Alternate Gettysburg Report % Base Bid Circle Total Estimate Difference $192,365.00 $24,137.50 $216,502.50 $169,100.00 140,188.50 9,784.25 149,972.75 143,050.00 41,995.25 7,180.00 49,175.25 44,100.00 97,915.00 15,507.40 113,422.40 126,600.00 $472,463.75 $56,609.15 $529,072.90 $482,850.00 164,668.00 164,668.00 155,300.00 164,284.56 27,134.00 191,418.50 177,470.00 17,975.00 17,975.00 22,200.00 $903,134.90 $837,820.00 +9.8% 18,698.00 18,698.00 N/A 21,724.00 21,724.00 N/A $841,115.25 $102,441.15 $943,556.90 The low bid amount exceeds the estimate in the preliminary report by 9.8% based on the following additional work: ■ Temporary water service for convenience. ■ Storm sewer pipe, structures, drain tile. ■ Water main fittings, service, gate valves. ■ Soil correction, utility adjustment. GETTYSBURG CIRCLE - ALTERNATE The bid proposal provided for an alternate, which included the improvements in Gettysburg Circle. Gettysburg Circle represents approximately 10% of the total street frontage and a similar amount of the water main footage. Therefore, the low bid for the street and water main work in Gettysburg Circle compares favorable based on a percentage of the total work (Street - $52,907.00 compared to $56,609.00; water main - $18,336.00 compared to $18,698.00). However, the storm sewer percentage is greater because two backyard drainage improvements are included along Gettysburg Circle, which results in additional storm sewer facilities being constructed when, compared to the total. In the event the City Council elects to delete Gettysburg Circle, the final assessment and project costs for Option A and B for the remaining area compared to Option A and B if Gettysburg Circle were included is summarized below: Option A Option A (w /o Gettysburg (w/ Gettysburg Circle) Difference Circle) Residential Lot $4,706.00/Lot $4,742.00/Lot $36.00 Amount Assessed $285,327 $325,393 Assessment City Property 64,803 65,327 City Cost 701,264 788,726 Project Cost $1,051,394 $1,179,446 $128,052 Option B Option B (w /o Gettysburg (w/ Gettysburg Circle) Difference Circle) Residential Lot $3,884 $3,882 $2.00 Amount Assessed 235,433 267,482 Assessment City Property 53,507 53,348 City Cost 762,454 859,616 Project Cost $1,051,394 $1,179,446 $128,052 In summary, although it is difficult to predict, the project cost for Gettysburg Circle, if it were constructed at a later date on it's own, likely would be higher (5 -15 %). The assessment per residential lot, if Gettysburg Circle were constructed on it's own, based on the low bid for this project is similar for each option when compared to the total. 49' AVENUE /CP RAIL WATER MAIN JACKING The bid proposed includes replacement of the existing water main beneath the CP Rail crossing in 49 Avenue. The replacement is based on a new railraod crossing being constructed in the year 2000 by CP Rail. In addition, Public Works has had breaks occur beneath existing railroad crossings, which are costly to repair in an emergency condition (low bid $21,724.00). MAH/tmr cc: Daniel Donahue, Valarie Leone, Steve Sondrall JKI RESOLUTION NO. 99- 84 RESOLUTION ADOPTING ASSESSMENT FOR IMPROVEMENT PROJECT NO. 648A - WEST AREA (1999 Infrastructure Improvement 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. 648A - West Area, and has amended such proposed assessment as it deems just; NOW, THEREFORE, BE IT RESOLVED by the City Council of the 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- 4401 Xylon Avenue North City Hall: 612 - 531 -5100 New Hope, Minnesota 55428 -4898 Police: 612 - 531 -5170 Public Works: 612- 533 -4823 PID NO /OWNER: YOUR ASSESSMENT: City Hall Fax: 612 -531 -5136 Police Fax: 612.531 -5174 Public Works Fax: 612 - 533 -7650 Fire Dept. Fax: 612 -531 -5175 TDD: 612 - 531 -5109 NOTICE OF HEARING ON ASSESSMENTS FOR 1999 INFRASTRUCTURE IMPROVEMENT NO. 648A - WEST AREA «PID» ((OWNERI» «OWNER2» «MAILING_ADDRESS_1» «CITY» «STATE» «ZIP» $ «AMOUNT INTEREST RATE/TERM: 6% Over 15 Years TIME AND PLACE Notice is hereby given that the City Council of the City of New Hope, GENERAL NATURE OF Minnesota, will meet in the City Hall at 4401 Xylon Avenue North in IMPROVEMENTS: the City of New Hope, Minnesota, on Monday the 10th day of May, 1999, at 7:00 a.m. to consider objections to the proposed assessments for Improvement No. 648A. The general nature of the improvement is the construction of approximately one mile of streets, storm sewers and water mains, including concrete curb and gutter, grading, construction of base and asphalt surface, catch basins, manholes, drain pipes, valves fitting house services, and ail' other appurtenant works and services reasonably required to serve this area. ASSESSMENT ROLL The proposed assessment roll is on file with the City Clerk and open to OPEN TO public inspection. INSPECTION: AREA PROPOSED TO All properties abutting on 60 Avenue North between Hillsboro Avenue BE ASSESSED: North and Liberty Park; all properties abutting on Hillsboro Avenue North between 59 " Avenue and 60"' Avenue North; all properties abutting on 59"' Avenue North between Independence Avenue and Gettysburg Avenue North; all properties abutting on Gettysburg Avenue North between Bass Lake Road and 60"' Avenue North; all properties abutting on Gettysburg Circle and Hillsboro Circle as follows: Property ID Nos. Street Address 06- 118 -21 23 0078 9220 BASS LAKE RD 06-118-2 240124 5801 ENSIGN AVE N 06- 118 -21 230048 9201 59TH AVE N 06- 118 -21 230049 9209 59TH AVE N 06- 118 -21 230041 9216 59TH AVE N 06- 118 -21 230050 9217 59TH AVE N 06- 118 -21 230042 9224 59TH AVE N 06- 118 -21 230051 9225 59TH AVE N 06- 118 -21 230043 9232 59TH AVE N Family Styled City rv� For Family Living 06- 118 -21 23 0052 06- 118 -21 23 0053 06- 118 -21 23 0031 06- 118 -21 23 0032 06- 118 -21 23 0033 06-118-21 240122 06-118-21 240121 06- 118 -21 240120 06- 118 -21 24 01 19 06- 118 -21 24 01 18 06- 118 -21 24 01 17 06-118-21 24 01 16 06- 118 -21 24 01 15 06- 118 -21 230047 06-118-21 230040 06- 118 -21 230046 06- 118 -21 23 0039 06- 118 -21 230045 06- 118 -21 230038 06- 118 -21 230044 06- 118 -21 230037 06- 118 -21 230036 06- 118 -21 230035 06- 118 -21 230034 06- 118 -21 230013 06- 118 -21 23 0014 06- 118 -21 230009 06- 118 -21 220040 06- 118 -21 230023 06- 118 -21 230029 06-118-21 230028 06-118-21 230027 06- 118 -21 230026 06- 118 -21 230025 06- 118 -21 230024 06- 118 -21 23 0016 06- 118 -21 230008 06-118-21 230012 06- 118 -21 230007 06- 118 -21 230011 06- 118 -21 230006 06- 118 -21 230022 06- 118 -21 230021 06-118-21 230020 06-118-21 230019 06- 118 -21 230018 06= 118 -21 230017 06- 118 -21 220067 06- 118 -21 220066 06- 118 -21 220065 06- 118 -21 220039 9233 59TH AVE N 9241 59TH AVE N 9301 59TH AVE N 9307 59TH AVE N 9315 59TH AVE N 5808 GETTYSBURG CIR 5812 GETTYSBURG CIR 5816 GETTYSBURG CIR 5820 GETTYSBURG CIR 5824 GETTYSBURG CIR 5828 GETTYSBURG CIR 5832 GETTYSBURG CIR 5836 GETTYSBURG CIR 5900 GETTYSBURG AVE 5901 GETTYSBURG AVE 5908 GETTYSBURG AVE 5909 GETTYSBURG AVE 5916 GETTYSBURG AVE 5917 GETTYSBURG AVE 5924 GETTYSBURG AVE 5925 GETTYSBURG AVE 5933 GETTYSBURG AVE 5941 GETTYSBURG AVE 5949 GETTYSBURG AVE 5955 GETTYSBURG AVE 5961 GETTYSBURG AVE 5967 GETTYSBURG AVE 6001 GETTYSBURG AVE 5900 HILLSBORO AVE N 5901 HILLSBORO AVE N 5905 HILLSBORO AVE N 5909 HILLSBORO AVE N 5913 HILLSBORO AVE N 5917 HILLSBORO AVE N 5921 HILLSBORO AVE N 5928 HILLSBORO AVE N 5955 HILLSBORO AVE N 5960 HILLSBORO AVE N 5961 HILLSBORO AVE N 5966 HILLSBORO AVE N 5967 HILLSBORO AVE N 5904 HILLSBORO CIR 5908 HILLSBORO CIR 5912 HILLSBORO CIR 5916 HILLSBORO CIR 5920 HILLSBORO CIR 5924 HILLSBORO CIR 9110 60TH AVE N 9120 60TH AVE N 9130 60TH AVE N 9208 60TH AVE N 2 06- 118 -21 23 0010 9209 60TH AVE N 06- 118 -21 23 0015 9216 60TH AVE N 06-118-21 24 0004 9015 60TH AVE N TOTAL AMOUNT OF The total amount proposed to be assessed is 5,3982fl 0is PROPOSED ASSESSMENT: �CCC/Ui WRITTEN OR ORAL Written or oral objections will be considered at the hearing. OBJECTIONS: RIGHT OF APPEAL: 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. LIMITATION ON No appeal may be taken as to the amount of any assessment adopted APPEAL: 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. DEFERMENT OF Under the provisions of Minnesota Statutes, Sections 435.193 to ASSESSMENTS: 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. SPECIFIC AMOUNT TO The amount to be specifically assessed against your particular lot, BE ASSESSED: piece, or parcel of land is stated on the first page of this notice. INTEREST RATE: 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 levying the assessment but not earlier than the date of such resolution. PAYMENT OPTIONS 1) FULL PAYMENT - You may prepay the entire assessment to the THIS YEAR: 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 3 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 taxes for payment per the collection procedure established in Minnesota Statute Chapter 429. PAYMENT IN In subsequent years, the principal balance remaining may be paid to the SUCCEEDING YEARS: Finance Director or Assessment Clerk at any time prior to November 15 of any year. Note: the City will mail subsequent correspondence notifying you of the City Council's action and more fully explaining dates for assessment payment options. Dated: April 23, 1999 BY ORDER OF THE CITY COUNCIL Valerie Leone, City Clerk al PID OWNER -1 OWNER -2 STREET ADDRESS MAILING ADDRESS CITY STATE ZIP AMOUNT 06-118-2123 0078 PRUDENTIAL INSURANCE C ATTN: LEASE ADMINISTRA 9220 BASS LAKE RD P O BOX 1709 NEWARK NJ 07101 S 30,631.72 06-118-2124 0124 ROSS TAORMINA 5801 ENSIGN AVE N 6028 42ND AVE N CRYSTAL MN 55422 2,823.00 06-118-2123 0048 JANNA GEROLD JOSEPH GEROLD 9201 59TH AVE N 9201 59TH AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0049 WILLIAM GABRYS PATRICIA TORO 9209 59TH AVE N 9209 59TH AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0041 GREGORY PHILLIPS CATHLEEN DUNN 9216 59TH AVE N 9216 59TH AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0050 INGRID SCHMITZ 9217 59TH AVE N 9217 59TH AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0042 VINCENT GRIMALDI 9224 59TH AVE N 9224 59TH AVE N NEW HOPE MN 55428 3,8 2.00 06-118-2123 0051 STEVEN LOVCIK 9225 59TH AVE N 9225 59TH AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0043 SUSAN CALDWELL 9232 59TH AVE N 9232 59TH AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0052 LYNN BRADWAY DAVID BRADWAY 9233 59TH AVE N 9233 59TH AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0053 DELMAR O'BRYAN G O'BRYAN 9241 59TH AVE N 9241 59TH AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0031 JAMES RIEDER 9301 59TH AVE N 9301 59TH AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0032 THOMAS SCHREYER CHRISTINE SCHREYER 9307 59TH AVE N 9307 59TH AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0033 ANATOLIY FELDBERG ASYA FELDBERG 9315 59TH AVE N 9315 59TH AVE N NEW HOPE MN 55428 3,88100 06-118-2124 0122 T BUEHRING L BUEHRING 5808 GETTYSBURG CIR 5808 GETTYSBURG CIR NEW HOPE MN 55428 3,882.00 06-118-2124 0121 NANCY MENDEZ NATIVIDAD MENDEZ 5812 GETTYSBURG CIR 5812 GETTYSBURG CIR NEW HOPE MN 55428 3,882.00 06-118-2124 0120 ROBERT RIEWE PAIGE RIEWE 5816 GETTYSBURG CIR 5816 GETTYSBURG CIR NEW HOPE MN 55428 3,882.00 06-118-2124 0119 TIMOTHY MADDEN DIANE MADDEN 5820 GETTYSBURG CIR 5820 GETTYSBURG CIR NEW HOPE MN 55428 3,882.00 06- 118 -21 24 0118 HEIDI NORDSTROM DALE NORDSTROM 5824 GETTYSBURG CIR 5824 GETTYSBURG CIR NEW HOPE MN 55428 3,882.00 06- 118 -21 24 0117 DAVID HANSON JUDITH HANSON 5828 GETTYSBURG CIR 5828 GETTYSBURG CIR NEW HOPE MN 55428 3,882.00 06- 118 -21 24 0116 JERRY VETSCH KATHERINE VETSCH 5832 GETTYSBURG CIR 5832 GETTYSBURG CIR NEW HOPE MN 55428 3,882.00 06-118-2124 0115 CHARLES POOLE DEBORAH POOLE 5836 GETTYSBURG CIR 5836 GETTYSBURG CIR NEW HOPE MN 55428 3,882.00 06-118-2123 0047 HENRY TONY EILEEN TRAN YICK 5900 GETTYSBURG AVE 5900 GETTYSBURG AVE NEW HOPE MN 55428 3,882.00 06-118-2123 0040 RICHARD SHERRARD 5901 GETTYSBURG AVE 5901 GETTYSBURG AVE NEW HOPE MN 55428 3,882.00 06- 118 -21 23 0046 WARNER BELLM HELEN BELLM 5908 GETTYSBURG AVE 5908 GETTYSBURG AVE NEW HOPE MN 55428 3,882.00 06-118-2123 0039 MINH LOI TRAN & TUONG NGUYEN & TUYETSON TRA 5909 GETTYSBURG AVE 5909 GETTYSBURG AVE NEW HOPE MN 55428 3,882.00 06-118-2123 0045 GORDON PEARSON 5916 GETTYSBURG AVE 5916 GETTYSBURG AVE NEW HOPE MN 55428 3,882.00 06-118-2123 0038 ERWIN EKHOFF CYNTHIA EKHOFF 5917 GETTYSBURG AVE 5917 GETTYSBURG AVE NEW HOPE MN 55428 3,882.00 06-118-2123 0044 GERALD GFROERER 5924 GETTYSBURG AVE 5924 GETTYSBURG AVE NEW HOPE MN 55428 3,882.00 06-118-2123 0037 ROBERT PEREIRA WINDY PEREIRA 5925 GETTYSBURG AVE 5925 GETTYSBURG AVE NEW HOPE MN 55428 3,882.00 06-118-2123 0036 EDWARD LAPLANTE MARTHA LAPLANTE 5933 GETTYSBURG AVE 5933 GETTYSBURG AVE NEW HOPE MN 55428 3,882.00 06-118-2123 0035 JEFFREY ZARLING BETH ZARLING 5941 GETTYSBURG AVE 5941 GETTYSBURG AVE NEW HOPE MN 55428 3,882.00 06-118-2123 0034 THERESA WESTERLUND DEAN WESTERLUND 5949 GETTYSBURG AVE 5949 GETTYSBURG AVE NEW HOPE MN 55428 3,882.00 06-118-2123 0013 RICHARD CHOUMARD JR DIANE CHOUINARD 5955 GETTYSBURG AVE 5955 GETTYSBURG AVE NEW HOPE MN 55428 3,882.00 06-118-2123 0014 DONNA BOWEN BRUCE BOWEN 5961 GETTYSBURG AVE 5961 GETTYSBURG AVE NEW HOPE MN 55428 3,882.00 06-118-2123 0009 GARY ANDERSON 5967 GETTYSBURG AVE 5967 GETTYSBURG AVE NEW HOPE MN 55428 3,882.00 06-118-2122 0040 EDWIN KLASSEN 6001 GETTYSBURG AVE 6001 GETTYSBURG AVE NEW HOPE MN 55428 3,882.00 06-118-2123 0023 DOUGLAS SWIGART SHARON SWIGART 5900 HILLSBORO AVE N 5900 HILLSBORO AVE N NEW HOPE MN 55428 3_RR2 00 PID OWNER -i OWNER -2 STREET ADDRESS MAILING ADDRESS CITY STATE ZIP AMOUNT 06-118-2123 0029 HOWARD DAHL 5901 HILLSBORO AVE N 5901 HILLSBORO AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0028 DWIGHT LINDQUIST SUZANNE LINDQUIST 5905 HILLSBORO AVE N 5905 HILLSBORO AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0027 ROGER STREGE SUZANNE STREGE 5909 HILLSBORO AVE N 5909 HILLSBORO AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0026 E E SQUIRE 5913 HILLSBORO AVE N 5913 HILLSBORO AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0025 V W VEZIRIS JR N S VEZIRIS 5917 HILLSBORO AVE N 5917 HILLSBORO AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0024 DAVID GORDON APRIL BERNSTROM 5921 HILLSBORO AVE N 5921 HILLSBORO AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0016 SCOTT CLARK MARILYN CLARK 5928 HILLSBORO AVE N 5928 HILLSBORO AVE N NEW HOPE MN 55428 3,88.00 06-118-2123 0008 JAMES WIGGEN TAMMY WIGGEN 5955 HILLSBORO AVE N 5955 HILLSBORO AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0012 KENNETH FROMM 5960 HILLSBORO AVE N 5960 HILLSBORO AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0007 DENNIS VOYDETICH 5961 HILLSBORO AVE N 5961 HILLSBORO AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0011 RONALD RAASCH GLORIA RAASCH 5966 HILLSBORO AVE N 5966 HILLSBORO AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0006 DAVID WHITNEY JOAN WHITNEY 5967 HILLSBORO AVE N 5967 HILLSBORO AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0022 A SCHOENBORN L SCHOENBORN 5904 HILLSBORO CIR 5904 HILLSBORO CIR NEW HOPE MN 55428 3,88100 06-118-2123 0021 HENRY SCAIA 5908 HILLSBORO CIR 5908 HILLSBORO CIR NEW HOPE MN 55428 3,882.00 06-118-2123 0020 LENITA COLEMAN 5912 HILLSBORO CIR 5912 HILLSBORO CIR NEW HOPE MN 55428 3,882.00 06-118-2123 0019 DENNIS ANDERSON 5916 HILLSBORO CIR 5916 HILLSBORO CIR NEW HOPE MN 55428 3,882.00 06-118-2123 0018 LAWRENCE MEHELICH 5920'HILLSBORO CIR 5920 HILLSBORO CIR NEW HOPE MN 55428 3,882.00 06-118-2123 0017 SHERMAN FREDERICK 5924 HILLSBORO CIR 5924 HILLSBORO CIR NEW HOPE MN 55428 3,882.00 06-118-2122 0067 MARLIN NORDSTROM 9110 60TH AVE N 9110 60TH AVE N NEW HOPE MN 55428 3,882.00 06-118-2122 0066 DENISE COLTON 9120 60TH AVE N 9120 60TH AVE N NEW HOPE MN 55428 3,882.00 06-118-2122 0065 CINDY VINCENT GERALD VINCENT 9130 60TH AVE N 9130 60TH AVE N NEW HOPE MN 55428 3,882.00 06-118-2122 0039 PAMELA FILLHOUER KURT FILLHOUER 9208 60TH AVE N 9208 60TH AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0010 KENNETH MELIN 9209 60TH AVE N 9209 60TH AVE N NEW HOPE MN 55428 3,882.00 06-118-2123 0015 THOMAS KANAYINKAL ANN KANAYINKAL 9216 60TH AVE N 9216 60TH AVE N NEW HOPE MN 55428 3,882.00 06-118-2124 0004 CITY OF NEW HOPE LIBERTY PARK 9015 60TH AVE N 4401 XYLON AVE N NEW HOPE MN 55428 52,348.00 TOTAL.! P IIR_'722 T) Adopted by the City Council this 10`' day of May, 1999. c W. Peter Enck, Mayor �n Attest: ' Valerie Leone, City Clerk P:\Annmey\Cnh Rmlude. \648A•Reaoludon (Adopting Awssmem) -o -2- «.n «Iln • I«I m • M IX Z //• CC b W cr- a Uco F 'Q Z 9 vf im °S •.�' I "�iY.a sis'w� a sr�""il� xr vnr�"i o3lnn Sv: m�ro fiui i :a�u uJeN � •I�.IIV�N .....WM ME CI z a z = co Ir cr = a a x o W W U CO 90191309 9Y 'N owo8d I0 '133HS 31111 Q 41tioputl �Wovj8ns'7mo 315 'OVO - ONOO '83M3S Y18O1S 'NIVYt 831 auaeoy V3HV 1S3M - S,LN3W3AOHdWl 133HIS 6661 oogsouog VIOS3NNM 1 3dOH M3N - z— IN O ° I .W . I I f I o O m Vi : W .1, F ( p `` Q j w to g w V o w = S 3 W z 6? = Z Z ' 3 Z w N w U w w ti 52 C a ]I w w w W W gg U Iz �+ z, pp W 3 C 3 R' R In a 3 k' G t5 c'� 3 vl G S S S S J a z = � = a a x o Z S # Y< �NU Sbll� X a� x �~� • Sao ncX�°°uyvlcY�Sup3�8E8N�x ,4 ccc A jr lt'iei Jj3 c • ' _ ` o 0033 fY fh f7 J{ i33 M*I <IMM Z 33 33iuf in vl ul of of uu u'tiu t�i� � � �cf n in J a - z— IN O ° I .W . 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ZIDT06 i" N_anuan . HlwS.. E.. .- 00 +0 _.... .._.... ... .. _...._._ LO "C06 Z'CO6 O r1 a •: 7 ' 4 O O of; O1 O O O; 01 ofi 03 O O O3 t` 001 oo e ' i i 0 1' 1 ♦ i ®� a o . e r r P ify Pr o j td a i FW N 6. 3 * / B January 20, 1998 Honorable Mayor and Council City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 -4898 Re: Infrastructure Improvement Project East Area City Project No. 648E Our File No. 34 -99 -102 Dear Mayor and Council Members: Attached is our report for East Area Infrastructure Improvements. This includes Meadow Lake Road (East and West), Meadow Lake Place, Aquila Avenue, Xylon Avenue, Yukon Avenue, and 58 Avenue as shown on the enclosed Location Plan. Proposed storm sewer, street, and park improvements are presented and discussed within the report along with detailed cost estimates and a preliminary assessment roll. The report also includes other street maintenance options in liea of reconstruction. The cost and implications of the each option is compared. We recommend that this report be presented and discussed at the next available Council Meeting. We will be pleased to further discuss the contents of the report with the Council and other interested parties at a mutually convenient time. Respectfully submitted, B ., O / NESTR OO, O,, ROSENE, ANDERLIK & ASSOCIATES, INC. Vincent T. Vander Top, P.E. I hereby certify that this plan, specification, or report Enclosure was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota., Mar A. Hanson, P.E. Date: January 6, 1999 Reg. No. 14260 2335 West Highway 36 s St. Paul, MN 55113 a 651- 636-4600 ■ Fax: 651-636-1311 Bonest r oo Principals: Bonestroo, Rosene, Anderlik and Associates, Inc. is an Affirmative Action /Equal Opportunity Employer JA Otto G. Bonestroo, RE. • Joseph C. Anderlik, RE. • Marvin L. Sorvala, P.E. Rosene Richard E. Turner, P.E. • Glenn R. Cook, RE. • Robert G. Schunicht, P.E. • Jerry A. Bourdon, P.E. Robert W. Rosene, P.E. and Susan M. Eberlin, C.P.A., Senior Consultants Anderlik Richard Associate Principals: Howard A. Sanford, RE. • Keith A. Gordon, R.E. • Robert R. Pfefferle, R.E. W Foster, R.E. • David O. Loskota, RE. • Robert C. Russek, A.I.A. • Mark A. Hanson, P.E. E."� P C Michael T. Rautmann, P.E. • Ted K.Field, R.E. • Kenneth P Anderson, P.E. • Mark R. Rolfs, RE. Sidney P. Williamson, RE., L.S. • Robert F. Kotsmith • Agnes M. Ring • Michael P. Rau, RE, 1 L J Allan Rick Schmidt, P.E. Engineers & Architects Offices: St. Paul, Rochester, Willmar and St. Cloud, MN • Milwaukee, WI Website: www.bonestroo.com January 20, 1998 Honorable Mayor and Council City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 -4898 Re: Infrastructure Improvement Project East Area City Project No. 648E Our File No. 34 -99 -102 Dear Mayor and Council Members: Attached is our report for East Area Infrastructure Improvements. This includes Meadow Lake Road (East and West), Meadow Lake Place, Aquila Avenue, Xylon Avenue, Yukon Avenue, and 58 Avenue as shown on the enclosed Location Plan. Proposed storm sewer, street, and park improvements are presented and discussed within the report along with detailed cost estimates and a preliminary assessment roll. The report also includes other street maintenance options in liea of reconstruction. The cost and implications of the each option is compared. We recommend that this report be presented and discussed at the next available Council Meeting. We will be pleased to further discuss the contents of the report with the Council and other interested parties at a mutually convenient time. Respectfully submitted, B ., O / NESTR OO, O,, ROSENE, ANDERLIK & ASSOCIATES, INC. Vincent T. Vander Top, P.E. I hereby certify that this plan, specification, or report Enclosure was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota., Mar A. Hanson, P.E. Date: January 6, 1999 Reg. No. 14260 2335 West Highway 36 s St. Paul, MN 55113 a 651- 636-4600 ■ Fax: 651-636-1311 �J�� =^�=~��~~�� `~��`� December 2, l998 Public Information Meeti Appendix B — Proposed Infrastructure Improvements (Figures) ^ Letter of Transmittal ................ ....................... .......�.�....'��..�'......��.........�..��.�....�.��..��..�.�.....I Table ofCon1entm............................. �,........�.�'�—.—��.��'—.�..—�........�....��..�...��2 AppnndirD � L Introduction ..... ............ .......................................................... --------------3 Location ...................................................... .................... 4 u. Recommendations ............. _....... .............................. ____,_____________� � III and Cost ---------------------..? I\/ Public ocL --------------------------.8 V. (�nndidoou-----------------------------------ll "I. De»44/ Considerations ---------------'------------------I4 Street Cycle — Figure l ......................................................... ....................................... .l8 � VII. Improvement Options .................................................................................. ................ l9 VIII. Option --------_---__—_______'_22 I}{ Requi Ensomozda and Permits .......... ............... .................................. ...................... 25 � X. Area &obo Included .................. ............................................................................... ...... 20 }(| Asoonoozeot --------.---------------------.--------.27 � }L11 Ilcvcoue Sources ................................................................................. 30 LIST OF APPENDICIES Appendix /\ December 2, l998 Public Information Meeti Appendix B — Proposed Infrastructure Improvements (Figures) Appendix C— Reconstruction Cost Estimates AppnndirD — yotch and Seal Coat and Skin Patch Cost Estimates AonendizE — IropertyAnnradmolmaodAancamabloIrnzdFoobsgma /\nnoodix F — PrelboioozyAmoeuoonootRollo i New Hope Infrastructure Improvement Project — East Area 2 The City of New Hope, similar to other communities, is responsible for providing utilities and streets (infrastructure) to serve properties within the City, City officials and its Public Works Department are responsible for maintaining and upgrading these facilities in a timely manner as conditions warrant. These facilities must be maintained not only for the public's safety and welfare but also to protect property values in the City. This project proposes improvements to the infrastructure owned and maintained by the City of New Hope serving the East Area shown on the following location plan. The East Area includes 0.8 miles of street. A breakdown of streets included is listed below. East Meadow Lake Road West Meadow Lake Road Meadow Lake Place Aquila Avenue (Meadow Lake Place to East Meadow Lake Road) Xylon Avenue (58 Avenue to East Meadow Lake Road) Yukon Avenue (Bass Lake Road to East I'Vleadow Lake Road) 58' Avenue (Xylon Avenue to Yukon Avenue) A concept report was recently prepared identifying improvements proposed by staff in the East Area as well as the West Area. Both areas are shown on the following location Plan. Information relating to the West Area is in a separate Feasibility Report. This report addresses the East Area only. The City Council, after reviewing the concept report in November, directed staff to meet with neighborhood residents to review and discuss the proposed improvements. An Public Information Meeting was held December 2, 1988 at City Hall where residents listened to information and provided input. The property owners who attended and there feedback is presented in Appendix A located at the back of this report. The City Council authorized feasibility reports to be prepared for the West and East Areas on December 14, 1998. This report describes the East Area. New Hope Infrastructure Improvenient Project — East Area 3 ST. THEPESA NURSING HOI 56TH NNE N RESEARCH CENITER ROAD EAST HOSrEWIAN WINNETKA. ROAD WEST A17-jy JR HIGH SCHOOL ELEPAENTAW )V4 Z SCHOOL PUBLIC WORKS CARAGE 55TH AVE IN z LL. in FT tJORTH RIDG CARE CE[,J�R --z PARK L P S0ENqE CENTER DR 4 H AVE N Xflfl 3 ffel 10 1 •Oj AM NEW HOPE, MINNESOTA FEASIBILITY REPORT INFRASTRUCTURE IMPROVEMENTS K:\34\34815\97-ST-0l.DWG JANUARY 1999 COMM, 3499102 It is recommended that: • The feasibility report be reviewed by City Council and Staff. • That Council review options for improving the infrastructure in the East Area. These options include: - Reconstruction/Overlay - Patch and Seal Coat - Skin Patching Patch and Seal Coat is not recommended as it is not cost-effective given the condition, age, and life expectancy of the existing pavement. Recommended options include Reconstruction/Overlay or minimal Skin Patching. Reconstruction can be considered a long-term (30-year) improvement for all infrastructure. Skin patching is a short-term (2 to 4-year) maintenance improvement for pavement only. The improvements are constructed based on the following estimated cost: Reconstruction $ 621,450 Or Skin Patching $ 39,360 Reconstruction is financed through City Funds and Assessment. Skin Patching is financed by City Funds only. Skin Patching becomes cost-effective if reconstruction is delayed by four years and no other maintenance is required in that four years. If Reconstruction is selected, it is further recommended that: ® The grades of Meadow Lake Road are adjusted to improve drainage. Storm Sewers would be extended along this roadway. 0 Subgrade correction and drain tile is constructed in poor draining areas. 0 Water main is evaluated further with Public Works in areas of previous breaks. Water main repairs are not anticipated at this time. New Hope Infrastructure Improvement Project — East Area 5 • The alignment of the intersection of Meadow Lake Road and Meadow Lake Place is evaluated to slow traffic through the neighborhood. • Further meetings be held with specific residents to finalize the scope of backyard drainage improvements, easements, and rights-of-entry. • Burying overhead utilities be reviewed further. • New Hope's assessment policy terms be reduced such that, at a minimum, the street subgrade work not be assessed. Current policy requires all street work to be assessed to abutting properties. It is recommended that street subgrade work and potentially 50% of the curb and gutter work be considered non-assessable drainage and utility improvements. This is recommended to create assessments in-line with appraised assessable benefit to properties. This is the same as - previous recommendations for the West Area. • A Public Hearing be scheduled to present the contents and recommendations of this report. • Assessment Roll A or B be selected as the pending assessment to individual properties at the time the public hearing is closed and the project approved. • Plans and specifications be prepared and bids received for the proposed improvements described in this report for the East Area. If Skin Patching is selected, it is further recommended that: • Funding be allocated to perform a one-time skin patching maintenance project in the area. This would provide acceptable streets until reconstruction is required. • No assessments are levied to abutting properties at this time. Maintenance requirements could be included in the 1999 Seal Coat Project. • A Public Hearing not be ordered and that this and this portion of the 1999 Infrastructure Project ended. New Hope Infrastructure Improvement Project — East Area 6 New Hope infrastructure linprovement Project — East Area 111. FEASIBLITY NECESSITY AND COST EFFECTIVENESS This report includes several options to maintain or reconstruct the infrastructure in the East Area. All options are feasible from an engineering and construction standpoint and are in accordance with New Hope's Comprehensive Plans for utilities and streets. However, some opt utili City Funding and Assessment Funding more efficiently than others. The comparison of options is provided elsewhere in this report. A project, as outlined herein, can be completed with one General Contractor and one contract (East Area only). If reconstruction of the East Area is found to be feasible, necessary, and cost effective, it can be added to West Area or bid as a separate project. If maintenance of the East Area is found to be the necessary and cost effective solution it can be added to 1999 seal coat prof ect. An infrastructure project is necessary to maintain horne and property values. Pavement condition surveys, visual inspection of existing streets/utilities, poor drainage in streets and backyards, and discussions with property owners/City Staff indicate that the improvements are warranted and should be considered. The timing and scope of the improvements will be dependent on input from City staff, City Council, and residents. Reconstruction is cost effective based on existing conditions and construction standards proposed to construct the improvements. In the event the improvements are not constructed, maintenance costs will be incurred by the City. These costs must be included in the proposed budget for the 1999 seal coat (maintenance) project. A maintenance project will delay reconstruction for a relatively short period. Reconstruction will ultimate be required to limit City maintenance costs and maintain property values. New Hope Infrastructure Improvement Project — East Area —7 e. The residents have been very involved in planning and commenting on the improvements in this area through recent years. Some residents feel that the streets are in adequate condition and should be maintained and not reconstructed. A petition was recently circulated voicing this position. Improvement discussions started in 1993 and 1994. A. 1993 Street Evaluation This study continued the City's street evaluation program started in 1979. Street surface and strength evaluations were completed for several areas including the East Area defined in this report. The 1993 Street Evaluation recommended that evaluated streets be reconstructed or overlaid. Further recommendations called for a Feasibility Report to further define improvements in specific areas. B. 1993 Street Project Feasibility Report A Feasibility Report was presented including the areas evaluated in the 1993 Street Evaluation. In areas where utility improvements were not required, two types of pavement improvements were considered: ® Reclaim the existing pavement surface, shape and recompact, and overlay a new bituminous surface, or ® Mill the existing pavement and overlay a new bituminous surface. These improvements were discussed for the streets in the East Area. Proposed assessments were on the order of $2,000 to $2,500. An overlay was not constructed because it was felt that the pavement condition was rated too high. Residents were strongly opposed to improvements and assessments related to an overlay project. None of the areas identified in the 1993 Street Project were constructed in 1993 or 1994. New Hope Infrastructure Improvement Project — East Area 8 C. 1994 and 1.996 Pavement Evaluation Braun Intertec completed pavement condition 'index ratings in 1994 for the streets in the 1993 Street Project. This includes streets in the East Area. In 1996 ratings were collected again for the East Area. These ratings are discussed under Design Considerations in this report. D. 1995 Street Improvements Street Improvements were constructed in two of the areas identified in the 1993 Reports. No improvements were constructed in the East Area by Meadow fake. E. 1998 Pavement Evaluation Braun Intertec completed pavement condition index ratings for streets in the East Area, as well as, a few streets in the West Area. Ratings were collected to demonstrate continued pavement degradation. These ratings are discussed under Design Considerations in this report. F. 1998 Presentation of the Concept Resort A Public Information Meeting was held December 2, 1998 at City Hall. Residents who had participated in the previous 1993 and 1995 meetings were again present, as well as, residents new to the area. Comments were similar to previous meetings. Please refer to Appendix A. Some acknowledged the need for improvements, but many indicated a reluctance to pay high assessments when the streets were perceived to be adequate. Instead it was felt that the City should continue maintenance options. An assessment range of $3,800 to $4,500 was presented. This is significantly higher than assessment proposed in 1993. Recall, the proposed 1993 project included overlay options only. The 1998/1999 proposed assessments include more expensive infrastructure reconstruction/ overlay options in some streets. New Dope Infrastructure Improvement Project — East Area 9 G. 1998 Neighborhood Petition The Public Information Meeting results were presented to the Council December 14, 1998. At that time a neighborhood petition was referenced by a community representative. As we understand, the petition calls for the project to be stopped. Residents signing the petition felt that the streets were in adequate condition and that no further investigation was required. The petition has not been formally presented to the City; therefore a copy is not included in this report. The Council requested this Feasibility Report and associated information to base a decision. New Hope Infrastructure Improvement Project — East Area 10 V. EXISTING CONDITIONS The existing condition of streets, curb and gutter, water main, storm sewer, sanitary sewer, a park trails is included in the following sections. The infrastructure including utilities, streets, and curb and gutter were constructed in 1966. A. Street and Curb and Gutter 1. Street Section The existing street section includes: • 2 inches of bituminous constructed in 1966. This pavement is over 32 years old. • 1 -%z inches of bituminous overlaid in 1982. • 8 inches of existing aggregate for a subgrade base. • B618 curb and gutter through out the project ::area. 2. Street Grades Some of the existing streets were constructed with relatively flat grades. Settlements over time have contributed low spots and areas of poor drainage. The following streets are relatively flat and have areas of poor drainage: • Meadow Lake Road (East and West). • The East portion of Meadow Lake Place. • 58 Avenue. • Portions of Yukon Avenue. The remaining streets in the area have higher grades. This enables more efficient surface runoff. Minor settlements in existing curb and gutter do impede or pond surface water. New Hope Infrastructure Iniprove7nent Project — East Area 3. Curb and Gutter All curb and gutter is B618. Settlements in curb and gutter along flat streets have lead to poor drainage in this street. Poor drainage results in increased infiltration into the street subgrade. Increased infiltration leads to damage from freezing and thawing and reducect street life. 4. Street Sub rade The existing subgrade includes 8 inches of aggregate base. It does not include additional granular material or subgrade drain the in poor draining areas. The native soils i the area are poor draining clays. 5. Street Alignment Several residents complained of traffic volumes and speeds on Meadow Lake Road. Vehicles use this corridor to bypass the intersection of Boone Avenue and Bass Lake Road, particularly during rush hour. Some residents would like to see options to realign the intersection to limit speeds and volumes. B. Water Main Cast iron water mains were installed with the street in the mid 60s. All are six inches in diameter. Four breaks have been documented in the last ten years. Two are located in Meadow Lake Place and two in 58 Avenue. City staff does not feel the number of breaks warrants the replacement of water main in this project area. Some improvements may be contemplated in the immediate area of the recorded breaks; however, no costs are included in this report. C. Storm Sewer Two existing storm sewers outlet to Meadow Lake. One is at Meadow Lake Road and Aquila Ave. and the other is at Meadow Lake Road and Yukon Ave. The Yukon Avenue outlet was repaired in 1992. The Aquila Avenue storm sewer and outlet was repaired in 1996. 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'SISOO 40011pui moojod sZ pun Xouo5ui4uoo luoolod S sopnjoui LloTq.AA loSt, ST ISOO X powulfiso Imol oqL -mol pozijuujwns si pun Cliodo.T siq4 jo �Iauq oqj an pol-eml D x, P uoddV ui po4uosoid si 04 Isoo Poll V SISOD P31MU11SH t7 Detailed Cost Estimates for Skin Patch developed by public works/engineering staff is in Appendix D. The total estimate is $39,360. This includes a 20% contingency for indirect costs. New Hope Infrastructure Improvement Project — East Area W 21 A. Cost Summary and Option Financing The estimated costs for the three options is shown in Table 3, Assumes a $4,411 assessment per residential lot as identified under Option A in this _Le �®rt. If this amount decreases, the obligation of City Funds would increase. The associated financing for each option is also summarized in Table 3. Reconstruction/overlay is financed through City funds and Assessments. All residents of greater New Hope ultimately finance City funds through taxes and fees. Residents adjacent to the reconstruction pay assessments. City funds or all residents finance Patch and Seal Coat and Skin Patching. Reconstruction costs represent a higher total cost and a higher cost to neighborhood residents because of assessments. However, reconstruction results in a longer expected street life. B. Annual Cost Comparison The most economical option will result in the lowest annual cost over the period of the improvement. The annual cost for each option is summarized in Table 4, New .Hope Infrastructure Improvement Project — East Area 22 Typical Seal Coat $19,700 5 $3,940 $3,940 $0 Skin Patch $39,360 2 to 4 $19,680 $19,680 $0 to 9,840 to 9,840 I This represents bituminous removal and patching prior to seal coating. This would be the 2 work required if the streets were included in the seal coating project in 1999. This represents the anticipated seal coating and minor patching costs if the streets were in good condition. Items to note in Table 4: • Both the Patch and Seal Coat and the Skin Patch of significantly more expensive than the Typical Seal Coat Maintenance Project (i.e. routine maintenance). This and other design considerations are why these streets were brought forward for improvements. Maintenance will continue to become more expensive as the pavement condition continues to degrade. The short-term options for the East Area are more expensive to the greater City on an annual basis than the Reconstruction/Overlay option. The total annual costs are relatively similar. The short-term. option of Skin Patching is approximately 2-!/2 times more expensive than a Typical Seal Coat project. • The cost for Skin Patching is very similar to the City cost for reconstruction assuming the patches extend the street life 4 years. New Hope Infrastructure Improvement Project -- East Area 23 Annual Costs Expected Improvement /Maintenance Project Street Life Greater Neighborhood Option ............. Costs I ........... (years) ;- Total Cit Residents Reconstruction $621,450 30 $20,715 $9,338 $11,377 Patch and Seal Coat 1 $110,800 5 $22,160 $22,160 $0 Typical Seal Coat $19,700 5 $3,940 $3,940 $0 Skin Patch $39,360 2 to 4 $19,680 $19,680 $0 to 9,840 to 9,840 I This represents bituminous removal and patching prior to seal coating. This would be the 2 work required if the streets were included in the seal coating project in 1999. This represents the anticipated seal coating and minor patching costs if the streets were in good condition. Items to note in Table 4: • Both the Patch and Seal Coat and the Skin Patch of significantly more expensive than the Typical Seal Coat Maintenance Project (i.e. routine maintenance). This and other design considerations are why these streets were brought forward for improvements. Maintenance will continue to become more expensive as the pavement condition continues to degrade. The short-term options for the East Area are more expensive to the greater City on an annual basis than the Reconstruction/Overlay option. The total annual costs are relatively similar. The short-term. option of Skin Patching is approximately 2-!/2 times more expensive than a Typical Seal Coat project. • The cost for Skin Patching is very similar to the City cost for reconstruction assuming the patches extend the street life 4 years. New Hope Infrastructure Improvement Project -- East Area 23 C. Option Recommendations ® It is recommended that the City undertake a project to reconstruct /overlay the streets in the East Area in 1999, or If the Council and residents determine that skin-patching maintenance is acceptable, it is recommended that minimal skin patching occur in the spring of 1999. Minimal or no additional maintenance would be anticipated in subsequent years until the streets are reconstructed. Selecting the skin patching option will minimize the City's and resident's investment in the short-term and provide a pavement surface that is acceptable to most neighborhood residents. Patch and seal coat is not recommended. This option is considerably more expensive than typical maintenance. Investing high amounts for short-term maintenance on old pavement is not recommended. Neu.? Hope Infrastructure Improvement Project — East Area 24 No required casements or permits are known at this time. Some residents indicated that backyard drainage improvements may be desired west of Aquila Avenue. If the reconstruction option is selected and backyard drainage improvements are requested, construction and permanent easements would be obtained. New Hope Infrastructure Ifnprovement Project — East Area 25 The properties to be included. are: East Area Assessment Roll Meadow Lake Terrace Block 2, Lots 13-34 Block 3, Lots 1. -15 Block 4, Lots 4-25 Block 5, Lots 1-8 Meadow Lake Terrace Second. Addition Block 2, Lots 2-3 Gervais and Replat Block 1, Lots 1-3 Village Green Golf Course Parcel ID # 06-118-21-14-0003 Meadow Lake Park Parcel ID # 06-118-21-13-0082 These parcels are shown in Figures 6 and 7 in Appendix F. New Hope Infrastructure Improvement Project — East Area 26 XL ASSESSMENTS If the reconstruction/overlay option is selected, assessments are proposed to be levied against benefited properties in accordance with New Hope's Assessment Policy (assess 100% street cost) and the increase in market value of the land as a result of the improvement, A. Assessment Policy New Hope's Assessment Policy states the following: ® Street Improvements — Assess 100% to abutting properties. 0 Utility Improvements — 100% City. Assessment Rates Based on Front Fool. 0 Residential Front Footage (82.5 F.F. per lot). Assess only Short Side. 0 Residential Property Assessed 2/3 of Commercial / Industrial Rate. ® Multiple / Apartment Assess Residential Rate. ® 12 units or less — 30 F.F. / unit. ® More than 12 units — 10.5 F.F. / unit. * Commercial / Industrial Property Assess Entire Front Footage on All Sides. Assessable Street Improvements are defined as surface improvements including: Z:1 • Reclaiming existing pavement. • New Bituminous wearing and base courses. • Driveways and Approaches. • Boulevard Restoration. Pavement Markings/Signage, Traffic Control, Mobilization. Mew Hope Infrastructure Improvement Project — East Area 27 Non-Assessable Utility Improvements Include: • Storm Sewer Improvements (Street and Backyards). • Existing Structure Adjustments and Repairs. ® Street Subgrade removal and replacement. Other Nonassessable improvements are related to Liberty Park. Improvements Include: 0 (Re)construction of bituminous park trails. B. Property Appraisals Preliminary appraisals were done on select residential properties in the West Area of this project in 1997. A summary of the appraisal is included in Appendix E. The intent was to determine if proposed special assessments in accordance with City policy are consistent with the increase in property value based on state statute. The increased benefit to properties was valued at $5,000 in 1997. A summary of the Property Types and the Assessable front footages is also included in Appendix E. C. Assessment Options Past policy has assessed 100% of the total street costs to abutting properties. The following are two assessment options to be considered. Assessment Option A: Assess the value of street improvements as defined in this report. Preliminary Assessment Roll A in Appendix F reflects proposed assessments based on the estimated street improvement cost. Assessment Option B: Reduce the value of the street construction by including 50% of the curb and gutter construction cost as a utility cost. Assess the reduced value of street construction. New Hope ltfrastrzicture Improvement Project — East Area 28 Replacement of the existing curb may be considered a drainage and maintenance improvement. The existing curb will be replaced with steeper grades to improve drainage. This benefits the abutting properties, as well as the City in terms of providing improved maintenance and drainage conditions for the street. The mutual benefit to the City and residents justifies a cost sharing of this item. Preliminary Assessment Roll B in Appendix F reflects proposed assessments based on the estimated street improvement cost less 50% of the curb and gutter cost. Both Assessment Options are summarized in Table 5: Cost/Residential Lot Residential Rate/F.F. Appraised Benerit Rates $5,000.00/lot 53.47/F.F 'tption B — Street Cost less 50% 6 Mai"" WHOM =11117M� 42,38/F.F. "I Rate is reduced by 11.8% from the appraised rate. (2) Rate is reduced by 30.1% from the appraised rate. Option A is comparable to the appraised benefit, Option B provides the opportunity to lower the typical assessment significantly. It is recommended that Council adopt Preliminary Assessment Roll A or B at the Public Hearing. The final assessment roll can be reduced at the time of the assessment hearing. The assessment Hearing will be scheduled prior to award of the project. Option A — Street Cost $4,41 1.00/lot New Hope Infrastructure Improvement Project — East Area 29 I IUITV- 0. li-E V IIAN U E3 DARED UiN A ANNENNIVILIN I UYI 1U-N A STREET COS T) EAST AREA M Meadow Lake 1999 Street I Improvement P Park G Golf Course Improvements C Costs A Assessments A Assessment A Assessment C City Cost Storm Sewer $ $ 0 0 0 0 0 0 $ $100,000 Meadow Lake Park $ $23,250 0 0 0 0 0 0 2 23,250 Improvements Street Bituminous Surface 1 137,000 $ $128,530 $ $1,290 $ $7,180 0 0 Subc 1 156,900 0 0 0 0 0 1 156,900 Dwys/Approaches 6 62,700 5 58,800 6 600 3 3,300 0 0 Concrete Curb 1 14 1,600 1 132,830 1 1,330 7 7,440 0 0 Total $ $621,450 $ $320,160 $ $3,220 $ $17,920 $ $280,150 ii I 'treet Cost less 50% of Curb and Gutter Cost) EAST AREA Meadow Lake 1999 Street Improvement Park Golf Course Improvements Costs Assessments Assessment Assessment City Cost Storm Sewer $100,000 0 0 0 $100,000 Meadow Lake Park $23,250 0 0 0 23,250 Improvements Street Bituminous Surface 137,000 $128,530 $1,290 $7,180 0 Subgrade/Base 156,900 0 0 0 156,900 Dwys/Approa,ches 62,700 58,820 590 3,290 0 Concrete Curb 141,600 -- 66,400 675 3,725 70,800 Total $621,450 $253,750 $2,555 $14,195 $350,950 New Hope Infrastructure Improvement Project -- East Urea 30 New Hope Infrastructure Improvement Project -- East Urea 30 A recommended project schedule is as follows: Present Feasibility Report Public Hearing/Order Plans & Specifications Approve Plans & Specifications Receive Bids/Award Contract Assessment Hearing/Award Contact Start Construction Construction Completion Not Including Final Wear Course Complete Construction January 25, 1999 February 22, 1999 March 22, 1999 April 26, 1999 May 24, 1999 June 7, 1999 October 30, 1999 June 15, 2000 As noted, the project schedule proposes to construct the final bituminous wear course in 2000. 'Very Hope Infrastructure Improvement Project — East Area 31 m w w n 0 rio 4401 Xylon Avenue North New Hope, Minnesota 55428-4898 City Half: 612-531-5100 Police: 612-531-5170 Public Works: 612-533-4823 TDD: 612-531-5109 City Hall Fax. 612-531-5136 Police Fax, 612-531-5174 Public Works Fax. 612-533-7650 Fire Dept. Fax 612-531-5175 1999 INFRASTRUCTURE IMPROVEMENTS PROJECT OPEN HOUSE Wednesday, December 2, 1998 7:30 p.m. New Hope City Hall 4401 Xylon Avenue North Family Styled City For Family Living 4401 Xylon Avenue North New Hope, Minnesota 55428-4898 City Hall: 612-531-5100 Police: 612-531-5170 Public Works: 612-533-4823 TDD: 612-531-5109 City Hall Fax: 612-531-5136 Police Fax. • 612-531-5174 Public Works Fax 612-533-7650 Fire Dept. Fax. 612-531-5175 1999 INFRASTRUCTURE IMPROVEMENTS PROJECT OPEN HOUSE Wednesday, December 2, 19ex!] 7:30 p.m. New Hope City Hall 4401 Xylon Avenue North E 1999 Infrastructure Improvement Project Comment Sheet Please make note of any comments you may have on the information presented regarding the 1999 Infrastructure |rnpn/verneDt Project. Your comments will becompiled and presented to the City Council as part of an informational packet on this topic. You may either leave this form with City staff on Wednesday, December 2, 1998. or return it to City Hall (see address below) by December g,19S8. Name Ann Lynch Address 582 A quila. Avenue North Telepho 533-3927 Meet ing started long b all the people got into the room. There was a delay for signing in. We didn't apprec ate that. On the corner of Meadow Lake Place & Aquila - when pa that curve. it creates a safety hazard. _ Also plenty of speeding in the general area - d r i v i ng the wrong side of the road - parking on the wrong i sometimes parking overnight on the street. We don't see why the_people on Aguila should be charged the same as the DeoDle an the streets that are having extensive work done. Whoever benefits the most should pay the umot' Possibly you should bear from the residents before planning any,prn Write tbpm a letter and ask them - as residents, what are your problems or concerns with various aspects of Y done. It can he a pro-active experience where the residents come in on the qround floor and not feel as if their opinions _(over) Drop off or Mail to: New Hope City Hall � 1999 Infrastructure Improvements Project 4401 Xvkzn Avenue North New Hope, K4N 55428 Projects\648\Comment Sheet are not important. By the way, the streets would stay in better condition in general if the snowplows would drive the speed limit. 1999 Infrastructure Improvement Project Comment Sheet Please make note of any comments you may have on the information presented regarding the 1999 Infrastructure Improvement Project. Your comments will be compiled and presented to the City Council as part of an informational packet on this topic. You may either leave this form with City staff on Wednesday, December 2, 1998, or return it to City Hall (see address below) by December 9, 1998. Name Address 5 Po lephone Comments: A, k rxlz— ��SZV 45 - 209 K' Drop off or Mail to. New Hope City Hall 1999 Infrastructure Improvements Project 4401 Xylon Avenue North New Hope, MN 55428 12-98 Projects\648\Comment Sheet 1999 iOfk3sLnJCtUre Improvement Project \ Please make note of any comments you may have on the information presented regarding the ) 1999 Infrastructure Improvement proect. Yourcunlrnents will be compiled and presented to the City Council as part of an informational packet on this topic. You may either leave this form { with City staff onWednesday, December 2, 1898. or return it to City Hall /see address below ' bv December 9 Name Address Telephone 5L Comments A op off or ail to: New H pe City, Hall 19S9 Infrastructure Improvements Project 44O1XvoD Avenue North New Hope, MN 55428 12 X Projectsk648kComlnt �Sh,, 'i, 1999 Infrastructure Improvement Project Comment Sheet Please make note of any comments you may have on the information presented regarding the 1999 Infrastructure Improvement Project. Your comments will be compiled and presented to the City Council as part of an informational packet on this topic. You may either leave this form with v'l-.ity staff on Wednesday, December 2, 1998, or return it to City Hall (see address below) by December 9, 1998. Comrnents: Drop off or Mail to: New Hope City Hall 1999 Infrastructure Improvements Project 4401 Xylon Avenue North New Hope, MN 55428 12-98 Projectsk6481Comment Sheet Z�a� 1999 Infrastructure Improvement Project Comment Sheet Please make note of any comments you may have on the information presented regarding the 1999 Infrastructure improvement Project. Your comments will be compiled and presented to the City Council as part of an informational packet on this topic. You may either leave this form with City staff on Wednesday, December 2, 1998, or return it to City Hall (see address below) by December 9, 1998. Name Address Telephone Comments: I Zi� �- (-J Drop off or Mail to: New Hope City Hall 1999 Infrastructure Improvements Project 4401 Xylon Avenue North New Hope, MN 55428 12-98 Projects\648\Comment Sheet Comment Sheet Please make note of an� comments Wm"Vin 'f& 1999 Infrastructure Improvement Project. Your comments will be compiled and presented to the City Council as part of an informational packet on this topic. You may either leave this form with City staff on Wednesday, December 2, 1998, or return it to City Hall (see address below) by December 9, 1998. Name I I L V — Z --,:, - L , Address r-jO-3 Telephone J -5 12 '7 - 7 Drop off or Mail to: New Hope City Hall 1999 Infrastructure Improvements Project 4401 Xylon Avenue North New Hope, MN 55428 12-98 Projects\648XComment Sheet 1999 Infrastructure Improvement Project Comment Sheet Please make note of any comments you may have on the information presented regarding the 1999 Infrastructure Improvement Project. Your comments will be compiled and presented to the City Council as part of an informational packet on this topic. You may either leave this form with City staff on Wednesday, December 2, 1998, or return it to City Hall (see address below) by December 9, 1998. Named L /9 � l (i Address Te Comments &C3 'c' Drop off or Mail to: New Hope City Hall 1999 Infrastructure Improvements Project 4401 Xylon Avenue North New Hope, MN 55428 12-98 Projectsk648\Comment Sheet 4 kal b S 1� 06W bQ Comment Sheet Please make note of any comments you may have on the information presented regarding the 1999 Infrastructure Improvement Project. Your comments will be compiled and presented to the City Council as part of an informational packet on this topic. You may either leave this form with City staff on Wednesday, December 2, 1998, or return it to City Hall (see address below) by December 9, 1998. Address OMMOMM71 < C C71CA-L - , - �, T7 1-77 1 VST V'-qA-ZCW ��v - J Drop off or Mail to: New Hope City Hall 1999 Infrastructure Improvements Project 4401 Xylon Avenue North New Hope, MN 55428 12-98 Projects\648\Comment Sheet .... .... ..... Drop off or Mail to: New Hope City Hall 1999 Infrastructure Improvements Project 4401 Xylon Avenue North New Hope, MN 55428 12-98 Projects\648\Comment Sheet � -1xisting St S N ew e r nue MEADOW / STORM " SEWER LAKE STREET TO DRAIN Existing Storm Sewer � 1!1 � Em LLJ ZLJ < Z < 0 VILLAGE GREEN GOLF COURSE ST. THERES NURSING HOME I j L.Lj� ;0 j co� A4 � CE r I z ARK Ly Lj > ud, < Co —J < Z (�) o Z;l 59TH AVE N < � Li 0 > 0 ( ) l< K: \34 \34815 \34815F10.DWG JANUARY 1999 COMM- 3499102 IN MEADOW GRADE CHM TO DRAIN LAKE PROPOSED STREET kolk �1101110JZFTIII I VILLAGE GREEN GOLF COURSE ST. THERESA NURSING HOME N z LEGEND LLJ 12" Thick C) Subgrade Correcton z ARK Ly Lj > ud, < Co —J < Z (�) o Z;l 59TH AVE N < � Li 0 > 0 ( ) l< K: \34 \34815 \34815F10.DWG JANUARY 1999 COMM- 3499102 IN MEADOW GRADE CHM TO DRAIN LAKE PROPOSED STREET kolk �1101110JZFTIII I VILLAGE GREEN GOLF COURSE ST. THERESA NURSING HOME N J 2 c RE ONST a ONE MAIL (ACQ TO $9th AVE.) 3" T Woter 894.3 VILLAGE GREEN -GOLF COURSE K:\34\34225\34225F14,DWG JANUARY 1999 COMM, 3499102 0 a .1 0 75 150 Scale in feet K:\34\34225\34225F14,DWG JANUARY 1999 COMM, 3499102 0 a .1 Proposed Existing Original street con Bituminous over|oy in 1982 | ' / 15 | 15 ' -- 3~ _J b' Aogregot ____J 12' Subcut ------� w/Gronnu|or as Reqd. New B518 Conc / Curb 8c Cutter � Drain tile S7 w/geotextile fabric in specific locations K] Scale | � /l `J(`�� | e | Bituminous overlay � . constructed over -_--- __- ` i l 1/� Ex Bit Overlay | / � � / 2 . Ex� Bit. ~ O Ex. Aggregate Ex, B818 Concrete--/ Curb 8c Gutter [`[ (�/�N/�[)[T[ \/L/|�\/[\L- | L_ F�[}|\/[ �F�[}/lK| L/|\|VL-VY�\| �tF KJ Scale |� /� �~�� ° .�"^~|`, x EastArea A.) Storm Sewer trnnmncnn/nu L8 1 1,000.00 1.000[mo Remove ex. storm sewer pipe LF 300 7.50 2.250.80 Remove structures EA 4 250.00 1.000,00 Connect to existing sewer EA 4 750�00 3.000.00 15" RCP, CL5 LF 270 25.00 8.750.00 12" RCP, CL5 LF 650 22.80 14 4'' perforated drain pipe LF 3800 10D0 30.000.00 Standard catch basin with casting EA 5 300D0 4.508.00 Standard catch basin manhole with casting EA 4 1.000.00 4.000.00 Standard manhole with casting EA 2 1.000.00 2.800.00 Reconstruct manholes EA i 140000 140000 Subtotal $137,000.00 $76,200.00 Subtotal $80,000.00 * 25% Indirect Costs 20,000.00 Total - Part A - Storm Sewer $100,000.00 B.) Meadow Lake Park Reconstruct bituminous trail GY 500 14.00 7,000.00 New bituminous trail SY 300 14.00 4,200.00 Remove and replace fence LF 300 15.00 4.500.00 Restoration LS 1 200000 200000 Subtotal 1150 27.00 31,05000 $17,700.00 TN 1150 26.00 29,900.00 Subtotal Subtotal +25Y6 Indirect Costs 468500 To!a} - Part B- Meadow Lake Park Subtotal C.1) Strem-Bituminous3urface Mobilization Traffic control and signage LS 1 10.000.00 10.000m Reclaim pavement SY 13400 1.00 13,400.00 Type 41 wearing course TN 1150 27.00 31,05000 Type 31 base course TN 1150 26.00 29,900.00 Subtotal $104,350.00 Subtotal $109,550.00 * 25% Indirect Costs 27,450.00 Total - Part CA - Street - Bituminous Surface $137,000.00 im C.2) Street - Subgrade/Base t5ubgumepep 8Y 15.300.00 $0.50 $7.850.00 Common excavation CY 4.250.00 8M 34.000.00 8ubgnadeexoovcdion CY 1.800.00 8D0 14.400.00 Select granular borrow CY 1.800D0 12.00 21.600.00 6entexi!ehabrio 8Y 5.300.00 $1.00 *5.300.00 Aggregate case, class TN 3.800,00 7.00 26.600.00 A djust 8Y 1000 25.0 25,000.00 Subtotal Subtotal $119,550.00 Total - CA - Streets - Concrete Curb and Gutter +5Y6Contingencies +5%Contingencies 600000 Subtotal 24800O $1 +25% Indirect Costs Total -Part C.2- Street -Subgade/Bome 31 Sawcut concrete pavement LF LF B618 Concrete Curb and Gutter Sawcut bituminous pavement 8600 LF 580 2.00 1.000.00 Remove bituminous pavement 10.00 SY 650 2.00 1.300.00 Remove concrete pavement 20,000.00 SY 1000 7.00 7.000.08 3" wearing course for driveways SY 650 15.00 9.750D0 S" concrete driveway t 8Y 1000 25.0 25,000.00 Subtotal 28,300.00 Total - CA - Streets - Concrete Curb and Gutter T47,750M +5%Contingencies $141,600.00 24800O Subtotal +25Y6 Indirect Costs 1255000 Total -C.3- Streets 'Qrivsmays64pmomnhes C.41 Stnsetm - CnncneteCmrbandGmtter Remove Concrete Curb and Gutter LF B618 Concrete Curb and Gutter LF 8600 7.00 60,200,00 Topsoil borrow CY 1050 10.00 10.508.00 Sodding SY 10000 2.00 20,000.00 Subtotal $107,900.00 Subtotal $113,300.00 * 25% Indirect Costs 28,300.00 Total - CA - Streets - Concrete Curb and Gutter $141,600.00 Page 2 1999 PATCH AND SEAL COAT AND SKIN PATCH COST ESTIMATE FORT E EAST AREA Street Bituminous Concrete Curb Seal Coat Oil and Reset CB Patch and Mill Remove and Aggregate Castings Yukon Avenue 267 SY 105 LF 1,800 SY Meadow Lake 151 SY 20 LF 1,500 SY Road E 294 SY Aquila Avenue 569 SY 58 Avenue 68 SY 0 1,950 SY Meadow Lake 294 SY 180 LF 4,350 SY Road W $32,800 20% Contingency Aquila Avenue 569 SY 60 LF 3,000 SY Subtotals _ 1,369 365 LF 12,600 SY 20% Contingency 271 SY (Patching Only) Total Quantity 1,640 SY 365 12,600 SY 10 Unit Prices $40.00/SY $25.00/LF $1.00 /SY $500 Total Costs $65,600 $9,125 $12,600 $5,000 Subtotal $92,325 20% Contingency $18,475 TOTAL $110,800 Street Skin Patch Yukon Avenue 267 SY Meadow Lake Road E 151 SY 58 Avenue 68 SY Meadow Lake Road W 294 SY Aquila Avenue 569 SY Subtotals 1,369 20% Contingency 271 SY Total Quantity 1,640 SY Unit Prices $20.00/SY Total Costs $32,800 20% Contingency $6,560 TOTAL, $39,360 �j WORKLUND, CARUFEL LACHENMAYER, INC. 2852 ANTHONY LANE SO., MINNEAPOLIS, MINNESOTA 55418 (612)781-OW5 Fax: 781-7821 BRAD BJORKLUND, mAx, sRA AL CARUFEL. mm RON LACHENMAYER, sRA LESLIE J. fLEE) RACINE., JR.. SRA CONSULTANTS 0. 1, = ♦ { City of New Hcpe c/o Jeannine Clancy 4401 Xylon Avemue North New Hc•e, Minxw-sota 55428-4898 investigation, enabled us to fonn an and after a street and •'o ove. rhe narrative Pji raisal report is linuited because the interior of the haTes ue-- 1;@ky, Q7 Bra� jorklund, MAI, SRA Certified General Real aWerty JAAF-prai Kinnesota License #4000377 1 MnVP T"A V An VVd.QC MIT I A PP)PA MAY V7VVD'VQ 27rnIA A Property --die Number of Lots Total Assessable Assessable (Single F Units Units Front Footage Single Family 68 68 68" 5,610 Park (Meadow Lake) 60 Village Green Golf Course 335 Bass Lake Road Apts. 60 36 (2) 378 (8401,8411,8421 58 Avenue) (1) Average — 82.5 F.F./Lot (2) 11 units or more — 10. F.F./Unit ME Assess based on estimated street construction costs, Front' Assessmen Total_ �� Rate�� Assessmen Block 2. Lot 13 82.50 $53/47 $4 Block 2. Lot 14 82.50 $5347 $4 Block 2, Lot 15 82.50 $53.47 $4/411 Block 2 Lot 16 82.58 $53.47 $4.411 Block 2. Lot 17 82.50 $53.47 $4.411 Block 2. Lot 18 82.50 $5347 $4,411 Block 2 Lot 18 82.50 $5147 $4,411 Block 2. Lot 2O 82.50 $53.47 $4 Block 2. Lot 21 82.50 $53A7 $4.411 Block 2. Lot 22 82.50 $5347 $4 Block 2. Lot 23 02.50 $63.47 84 Block 2, Lot 24 82.50 $5347 84.411 Block 2, Lot 25 82.50 $5347 $4.411 Block 2. Lot 20 82.50 $5347 $4.411 Block 2, Lot 27 82.50 $53.47 $4.411 Block 2, Lot 28 82.58 $53.47 $4.411 Block 2. Lot 29 82.50 $53.47 $4.411 Block 2. Lot 3O 82.50 $5147 $4.411 Block 2. Lot 31 82.50 $53.47 $4 Block 2, Lot 32 82.50 $53.47 $4.411 Block 2. Lot 33 82.50 $5347 $4 Block 2 Lot 34 82.50 $53.47 $4.411 Block 3. Lot 1 82.50 $53.47 $4.411 Block 3, Lot 82.50 $53.47 $4,411 Block 3, Lot 3 82.50 $5347 $4,411 Block 3. Lot 4 82.58 $5147 $4.411 Block 3. Lot 5 82.50 $53.47 $4 Block 3. Lot S 82,50 $53.47 $4,411 Block 3, Lot 7 82.60 $53.47 $4.411 Block 3. Lot 8 82.50 $53.47 $4,411 Block 3. Lot 8 82�50 $53.47 $4.411 Block 3, Lot 18 02.50 $53.47 $4,411 Block 3, Lot 11 82.50 $6347 $4.411 Block 3. Lot 12 82.50 $53.47 $4.411 Block 3. Lot 13 82.50 $53.47 $4.411 Block 3, Lot i4 82.50 $53.47 $4.411 Block 3. Lot 15 82,60 $5347 $4.411 Block 4, Lot 4 82.50 $53.47 $4.411 Block 4. Lot 5 82M $53.47 $4,411 Block 4, Lot 8 82.50 $53.47 $4 Block 4. Lot 7 82.50 $53.47 $4.411 Block 4, Lot 8 82.50 $53.47 $4.411 Block 4. Lot 8 82.50 $53.47 $4 Block 4. Lot 1O 82.50 $53.47 $4.411 Block 4 Lot 11 82�50 $53.47 $4.411 Block 4, Lot 12 82.50 $53.47 $4.411 Block 4. Lot 13 82.50 $53.47 $4.411 Block 4. Lot 14 82.50 $53.47 $4.411 Block 4. Lot 16 82.50 $53.47 $4.411 Block 4, Lot 18 82.50 $5147 $4,411 Block 4. Lot 17 82.50 $53.47 $4 Block 4. Lot 18 82.50 $53.47 $4 Block 4 Lot 19 82.50 $53.47 $4.411 Block 4. Lot 20 82�50 $53.47 $4.411 Block 4. Lot 21 82,50 $53.47 $4.411 Block 4. Lot 22 82.50 $53.47 84.411 Block 4. Lot 23 82.50 $53.47 $4.411 Block 4. Lot 24 82.50 $5147 $4 Block 5, Lot 1 82.50 $53.47 $4.411 Block 5. Lot 2 8250 $53.47 $4.411 Block 5 Lot 3 82.50 85347 $4.411 Block 5. Lot 4 82.50 $5347 $4.411 Block 5, Lot 5 82.50 $5347 $4.411 Block 5. Lot G 82.50 $53.47 $4.411 Block G. Lot 7 82.50 $5147 $4,411 Block 5. Lot 8 92.50 $53.47 $4.411 Block 2, Lot 82.58 $53.47 $4.411 Block 2, Lot 82.50 $53.47 $4,411 Block 1. Lot i 126.00 <» $53.47 $6.737 Block 1, Lot 2 126.00 $53.47 $8.727 Block 2. Lot 3 126.00 (V $5147 $6,738 Village Green Golf Course 06'118-21'14-0003 336.00 $5347 $17.920 Meadow Lake Ear-K Total $ 6,383.00 $341,300.00 AU Assessable footage equals 12 units @ 10.5F.F/bnit Assess based onestimated street construction costs. ��he- Front Total Parcel Description EOPIaae RatgtE-F. Asseasment� Meadow eL Block 2. Lot 13 82.50 $42.38 $3/488 Block 2 Lot 14 82.50 $42.38 03/406 Block 2. Lot 15 82.50 $42.38 $3.406 Block 2. Lot 1G 82.50 $42.38 $3.400 Block 2. Lot 17 82.50 $42.38 $3.496 Block 2 Lot 18 82.50 $42.38 $3.496 Block 2. Lot 18 82.50 $42.38 $3.498 Block 2 Lot 2O 82.58 $42.28 $3.496 Block 2. Lot 21 82.50 $42.38 $3.406 Block 2. Lot 22 82.50 $42.38 $3.496 Block 2. Lot 23 8Z58 $42.38 $3.496 Block 2. Lot 24 82.50 $42.38 $3.496 Block 2. Lot 25 82.50 $4238 $3.496 Block 2. Lot 2G 82.50 $42.38 $3.496 Block 2. Lot 27 82.50 $4238 $3,496 Block 2, Lot 28 82.50 $42.38 $3.406 Block 2. Lot 2A 82.60 $42.38 $3 Block 2. Lot 3O 82.50 $4238 $3.486 Block 2. Lot 31 82.50 $42.38 $3.498 Block 2. Lot 32 82.50 $42.38 $3.498 Block 2. Lot 33 82,50 $42.38 $8.496 Block 2, Lot 34 82.50 $42.38 $3.486 Block 3. Lot 1 82.5O $42.38 $3.488 Block 3. Lot 2 82.50 $42.38 $3.406 Block 3. Lot 3 82.50 $42.38 $3.496 Block 3 Lot 4 82.50 $4Z38 $3.498 Block 3. Lot 5 82.50 $4238 $3.496 Block 3. Lot M 82.50 $42.38 $3.490 Block 3. Lot 7 82.50 $42.38 $3.496 Block 3. Lot 8 82.50 $4Z38 $3.496 Block 3. Lot Q 82.50 $42.38 $3.498 Block 3. Lot 1O 82.50 $42.38 $3.486 Block 3. Lot i1 82.50 $4238 $3.496 Block 3. Lot 12 82.50 $42.38 %3.499 Block 3. Lot 13 82.50 $42.38 $3.486 Block 3. Lot 14 82.50 $42.38 $3.498 Block 3. Lot 1G 82.50 $42.38 $3.498 Block 4. Lot 4 82.50 $4238 $3.496 Block 4, Lot 5 82.50 $42.38 $8/498 Block 4. Lot G 82.50 $42�38 $3.406 Block 4. Lot 7 82,50 $42.38 $3.496 Block 4. Lot 8 82.50 $42.38 $3,406 Block 4 Lot 9 82.50 $42.38 $3,498 Block 4 Lot 1O 82.50 $4238 $3.498 Block 4, Lot 11 82.50 $42.38 $3.496 Block 4. Lot 12 82�50 $42.38 $3.406 Block 4 Lot 13 82,50 $4238 $3,496 Block 4, Lot 14 82.50 $42�38 $8 Block 4. Lot 15 82.50 $4238 $3,486 Block 4, Lot 1G 82.50 $42.88 $3.496 Block 4, Lot 17 82.50 $42.38 $3 Block 4 Lot 1O 82.50 $42.38 $3.496 Block 4. Lot 1Q 82.90 $4238 $3.496 Block 4 Lot 2O 82.50 $42.38 $3 Block 4. Lot 21 82.50 $42.38 $3,496 Block 4, Lot 22 82.58 $42.38 $3 Block 4. Lot 23 82.50 $42.38 $3.496 Block 4, Lot 24 82.50 $42.38 $3.496 Block 5 Lot 1 82.50 $42.38 $3.496 Block 6, Lot 2 82.50 $42.38 $3.496 Block 5. Lot 3 82.50 $4238 $3.496 Block 5, Lot 4 82.50 $42.38 $3,498 Block 5. Lot 5 82.50 $42.38 $3.400 Block 5. Lot G 82.50 $4238 $3.496 Block 5. Lot 7 82.50 $42.38 $3.496 Block G Lot 8 82.50 $4238 $3.496 Meadm Lake Terrace Second Additim Block 2. Lot 3 82.50 $42.38 $3.496 Block 2. Lot 3 82.50 $4238 $3 Block 1. Lot 1 128.00 $4238 $5 Block 1.Lot 2 126.00 $4238 $5.340 Block 2. Lot 3 120.00 $42.38 $5.340 Village 06-118-21-14-0003 335.00 fim A1 Assessable equals 12 units @ 10, 5/�F./umit 0� • L E GFL N Q EAST AREA BOUNDARY AREA INCLUDED - EAST AREA LxJ CJ z Fn Z 9 FAI 59TH AVE N 05 K: \34 \34815 \34815F11.DWG JANUARY 1999 COMM. 3499102 'I m cl> z 0 X VILLAGE GREEN GOLF COURSE z Z < 0 CC cf) 59TH AVE N VILLAGE GREEN GOLF COURSE Pao"= y rd M, V Z4� Infrastructure Impro West Area: Gettvsbura, Hillsboro, 59 and 60 th Avenues New Hope, N1 January, 1999 City Project I.N`o- 648 File No. 34-98-81.5 Bonestroo, Rosene, Anderlik and Associates, Inc. is an Affirmative Action, -`Equal Opportunity Employer Principals: Otto G. Bonestroo, P.E. • Joseph C. Anderlik, P.E. • Marvin L. Sorvala, RE. Richard E. Turner, PE. • Glenn R. Cook, PE. • 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: Howard A. Sanford, P.E. • Keith A. Gordon, PE. • Robert R. Pfefferle, PE. Richard W. Foster, P.E. • David O. Loskota, P.E. • Robert C. Russek, A.I.A. • Mark A. Hanson, P.E. Michael T. Rautmann, P.E. • Ted K.Field, RE. • Kenneth P Anderson, PE. • Mark R. Rolfs, RE. - Sidney P Williamson, P.E., L.S. • Robert F. Kotsmith • Agnes M. Ring • Michael P Rau, RE. Allan Rick Schmidt, PE, Offices: St. Paul, Rochester, Willmar and St. Cloud, MN • Milwaukee, WI Website: www.bonestroo.com January 6, 1998 Honorable Mayor and Council City of New Hope 4401 Xvlon Avenue Forth New Hope, MN 55428 -4898 Re: Infrastructure Improvement Project West Area City Project No. 648 Our File No. 34 -98 -81.5 Dear Mayor and Council Members: Attached is our report for West Area Infrastructure Improvements. This includes Gett Hillsboro, 59`" and 60`'' Avenues as shown on the enclosed Location Plan. Proposed storm sewer, water main, street, and park improvements are presented and discussed within the report along with detailed cost estimates and a preliminary assessment roll. We recommend that this report be presented and discussed at the next available Council Meeting. We will be pleased to further discuss the contents of the report with the Council and other interested parties at a mutually convenient time. Respectfully submitted, BONTESTROO, ROSENE, ANDERLIK & ASSOCIATES, IN. C. Vincent T. Vander Top, P.E. Enclosure I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I m a duly Regist 'red Professional Engineer under t e aws of e S at of Minnesota. Mark anson, P.E. Date: January 6. 1999 Reg. No. 14260 2335 West Highway 36 St. Paul, MN 55113 651-636-4600 ■ Fax: 651-636-1311 Page No. Letterof Transmittal ................................................................................ ..............................1 Tableof Contents ..................................................................................... ..............................2 Introduction ............................................. I ........ ..................... I ...... I ...................................... LocationMap ........................................................................................... ..............................4 Recommendations ................................................................................... ............................... Feasibility, Necessity and Cost Effectiveness .......................................... ..............................6 ExistingConditions ....................................................................... ..............................7 PublicParticipation .................................................................................. .............................10 60` Avenue Improvement /Maintenance Options .................................... .............................12 Easements................................................................................................. .............................13 Permits CostEstimate ........................................................................................... .............................14 Areato be Included .................................................................................. .............................15 Assessments............................................................................................. .............................16 RevenueSources ...................................................................................... .............................19 ProjectSchedule ....................................................................................... .............................20 LIST OF APPENDICIES Appendix A — December 2, 1998 Public Information Meeting Appendix B — Existing Infrastructure Condition Appendix C — Proposed Infrastructure Improvements (Figures) Appendix D — Petition from Gettysburg Avenue Residents Appendix E — 60` Avenue Improvement/Maintenance Options Appendix F — Construction Cost Estimates Appendix G — Property Appraisals and Assessable Front Footages Appendix H — Preliminary assessment Rolls iVew Hope Infrastructure Improvement Project — TYest Area The City of New Hope, similar to other communities, is responsible for providing utilities and streets (infrastructure) to serve properties within the City. City officials and its Public Works Department are responsible for maintaining and upgrading these facilities in a timely manner as conditions warrant. These facilities must be maintained not only for the public's safety and welfare but also to protect property values in the City. This project proposes improvements to the infrastructure owned and maintained by the City of New Hope serving the West Area shown on the following location plan. The West Area includes 1.0 mile of street. A breakdown of streets included is listed below. Gettysburg Avenue (Bass Lake Road to 60` Avenue) Gettysburg Circle (north of Gettysburg Avenue) Hillsboro Avenue (59 Avenue to 60 Avenue) Hillsboro Circle (East of Hillsboro Avenue) 59 Avenue (Gettysburg Avenue to Independence Avenue) 60 Avenue (Ensign Avenue to Hillsboro Avenue) A concept report was recently prepared identifying improvements proposed by staff in the West Area as well as the East Area. The East Area is also shown on the following location Plan. Information relating to the East Area will be presented in a separate Feasibility Report. This report addresses the West Area only. The City Council, after reviewing the concept report in November, directed staff to meet with neighborhood residents to review and discuss the proposed improvements. An Public Information Meeting was held December 2 at New Hope Public Works where residents listened to information and provided input. The residents were generally familiar with the project as similar infrastructure improvements were proposed in 1997. The property owners who attended and there feedback is presented in Appendix A located at the back of this report. The City Council authorized feasibility reports to be prepared for the West and East Areas on December 14, 1998. This report describes the West Area. Netiw Hope Infrastnicture Improvefnent Project — TVest Area 5 V / 7 f I I I 1 -u� - Xflq,l . yffQjknF M 0 WA .► NEW HOPE, MINNESOTA FEASIBILITY REPORT INFRASTRUCTURE IMPROVEMENTS K:\34\34815\97-ST-0l.DWG NOVEMBER 1998 COMM. 3498815 INNER as IN ■ ENTER SEARCH CENTER ROAD WEST E CENTER DR Xflq,l . yffQjknF M 0 WA .► NEW HOPE, MINNESOTA FEASIBILITY REPORT INFRASTRUCTURE IMPROVEMENTS K:\34\34815\97-ST-0l.DWG NOVEMBER 1998 COMM. 3498815 It is recommended that: • The feasibility report be reviewed by City Council and Staff. • The infrastructure improvements be constructed based on the following estimated cost: West Area S 1,052,250 • Gettysburg Circle be reconstructed including storm sewer to properly drain the street and backyards located east and west of Gettysburg Circle. Gettysburg Circle currently has sumiountable curb. • 60` Avenue between Boone Avenue and the eastern limit of Liberty Park not be included in the project. This segment can be maintained as part of the 1999 Seal Coat project. Reconstruction would be postponed and coordinated with neighboring streets. • Water main be reconstructed in the project area. This includes 59` Ave., 60` Ave., Hillsboro Ave., Hillsboro Circle, and Gettysburg Ave. from Bass Lake Road to 60 Ave. • Water main in Gettysburg Circle and in 60` east of Gettysburg Ave. not be reconstructed. The condition of this water main will be evaluated in conjunction with other water main reconstruction. • Easement be obtained from 9301 59` Avenue for the construction of storm sewer to serve 59` Avenue. • Further meetings be held with specific residents to finalize the scope of backyard drainage improvements, easements, and rights -of- entry. • New Hope's assessment policy terms be reduced such that, at a minimum, the street subgrade work not be assessed. Current policy requires all street work to be assessed to abutting properties. It is recommended that street subgrade work and potentially 50% of the curb and gutter work be considered non - assessable drainage and utility improvements. This is recommended to create assessments in -line with appraised assessable benefit to properties. • A Public Hearing be scheduled to present the contents and recommendations of this report. • Assessment Roll A or B be selected as the pending assessment to individual properties at the time the public hearing is closed and the project approved. • Plans and specifications be prepared and bids received for the proposed improvements described in this report for the West Area. New Hope Infrastructure Improvement Project — Vest Area 5 This project is feasible from an engineering standpoint and is in accordance with New Hope's Comprehensive Plans for utilities and streets. The project, as outlined herein, can be completed with one General Contractor and one contract (West Area only). If the East Area is found to be feasible, necessary, and cost effective, it can be added to West Area or bid as a separate project. This project is necessary to maintain home and property values. Pavement condition surveys, visual inspection of existing streets /utilities, record of water main breaks, poor drainage in streets and backyards, and discussions with property owners /City Staff indicate that the improvements are warranted and should be considered at this time. The project is cost effective based on existing conditions and construction standards proposed to construct the improvements. In the event the improvements are not constructed, on -going maintenance costs will be incurred by the City and property values may remain stagnant or decline. New Hope Infrastructure Improvement Project — West Area 6 Existing Conditions The existing condition of streets, curb and gutter, water main, storm sewer, sanitary sewer, and park trails is included in the following sections. Additional information is included in Appendix B. Proposed improvements are shown graphically in Appendix C. Water Main Improvements Cast iron water mains were installed in the mid 1960s through the early 1970s, all six inches in diameter. Numerous breaks and leaks have occurred over the years, causing considerable inconvenience to residents and maintenance costs to the City of New Hope. It is proposed to install a new ductile iron water main along most of the streets, and abandon the existing main by draining the water out of the line and capping the ends. Figure 1 in Appendix C shows the location of proposed new 6 -inch diameter water mains. In addition, old hydrants and gate valves will be replaced with new, and copper water service pipe will be extended to each lot from the new main to the property line. Damaged curb boxes will be replaced as needed. Although no water main breaks have occurred in Gettysburg Avenue to Bass Lake Road, discussions with staff have led to the recommendation to reconstruct this section of main. Storm Sewer Improvements Much of the West Area is quite flat, with poor drainage in the streets and in numerous backyards. Several intersections have no drainage facilities to properly convey surface runoff and trapped groundwater. It is proposed to extend new storm sewer at three separate locations as shown on Figure 2 in Appendix C. At Bass Lake Road and Gettyburg Avenue, 18 -inch reinforced concrete storm sewer pipe will be extended to the north to collect drainage at the intersection of Gettysburg Avenue an Gettysburg Circle. Smaller diameter pipe will be extended up Gettysburg Circle and to low backyard areas to collect water that ponds after storms. Along 59th Avenue, new 18 -inch and 15 -inch RCP storm sewer will be constructed from Gettysburg Avenue to Hillsboro Avenue. Storm sewer will then extend between lots to an existing storm sewer pipe near Bass Lake Road on the west side of Prudential. Easement must be obtained from 9301 59 Avenue to construct this storm sewer. Catch basin structures will be placed along this line to collect runoff. The third system proposed is along 60th Avenue and Hillsboro Avenue. New New Hope Infrastructure Improvement Project — West ,4rea 7 18 ", 15 ", and 12" diameter pipe will be installed as shown on Figure 2. The low point on Hillsboro Circle will be picked up, along with a problem backyard area north of Hillsboro Circle. Perforated drain the will be placed to drain wet street sub - grades along 60th, Hillsboro and Gettysburg Avenue. Further investigations based on field survey may warrant additional storm sewer extensions noted on Figure 2. Park Improvements The City has identified several existing conditions warranting improvements in the Park. These conditions include: The existing bituminous trails are in poor condition. The trails require removal andior reconstruction. • Patrons of the park basketball court park and ball field park on Gettysbur Ave. This can. lead to street congestion and limited sight distances. Both create safety concerns. ADA requirements require a bituminous trail to the ball field for accessibility. One does not currently exist. Proposed Improvements in the park are shown in Figure 3 Street Improvements The existing streets were constructed 25 to 30 years ago and consist of a two -inch thick bituminous surface over an eight -inch thick gravel base, and surmountable concrete curb and gutter. A structural overlay was constructed in 1982 that did not include bituminous patching or concrete curb reconstruction. This project proposes to totally reconstruct all the streets shown on Figure 4. The street reconstruction will include new B618 concrete curb and gutter (30 feet face - to -face) and the following street section: 1 -1/2" Bituminous wear course 1 -1/2" Bituminous base course 6" Class 5 aggregate base 12" Subgrade excavation/ replaced with granular borrow New Mope Infrastructure Improvement Project — TVest <4rea 8 Subgrade correction is anticipated over about half of the project streets. Street grades on Gettysburg Avenue and Hillsboro Circle will be adjusted in places to provide better street drainage. New 6 -inch thick concrete driveway aprons will be constructed eight feet back from the curb. Boulevards disturbed by the construction will be graded and shaped to receive new sod. It is proposed to replace all sanitary manhole covers with new "concealed pick hole" type covers. In addition to the street improvements noted, it will be necessary to widen Gettysburg Avenue from Bass Lake Road to approximately 300 -feet north to provide three lanes of traffic. The widening would feature a 17 -foot northbound lane, an 11 -foot southbound left /through lane and a 13 -foot southbound right turn lane. Minor revisions to a signal mast arm pole, two -hand holes and underground cable will also be necessary. Pavement Condition Index (PCI) ratings were completed in 1996 for all streets in the area. In general, the PCI ratings were in the low 50's to 60's. Areas with poor drainage held lower ratings. Generally, overlay improvements can be accomplished when PCI's are in the 60's. However three factors have eliminated the option of an overlay. 1. The existing curb and gutter and subgrade is in poor condition, resulting in poor drainage. Reconstruction and the installation of well - draining subgrade granular material, subgrade drain tile, and storm sewer is required. 2. An overlay was constructed in 1982 into the existing surmountable curb and gutter. The bituminous and curb and gutter must be removed and reconstructed to improve drainage. 3. The water main is in poor condition and requires replacement. This requires the street to be disturbed and reconstructed. New Hope Infrastructatre Improvement Project — West Area 9 The residents have been very involved in planning and commenting on the improvements in this area. Improvements have been discussed in several different forums. 1996/1997 Infrastructure Improvements Improvements were proposed for construction in 1997 in this area. Public Information Meetings Public Hearings, and meetings in back yards were held to discuss this project in general and specific terms. Right -of- entries were signed by several residents permitting access to backyards to correct drainage issues. 1998 Neighborhood Petition Residents via a petition brought forth issues relating to traffic on Gettysburg Avenue and Liberty Park. Two Public Information meetings were held to discuss the contents of the petition and proposed solutions. A copy of the petition and minutes of two Public Information Meetings are included in Appendix D. Recommended improvements include: Realignment of the intersection of 59` Avenue and Gettysburg Avenue to efficiently control traffic. • Construction of an off - street, parallel parking area along Gettysburg Avenue for Liberty Park patrons The removal of old, steep paths in Liberty Park which are a safety concern. The location of these improvements is shown in Figure 3 in Appendix C. 1998 Presentation of the Concept Report A Public Information Meeting was held December 2, 1998 at New Hope Public Works. Residents who had participated in previous meetings were again present. Comments were similar to previous meetings. Many acknowledged the need for improvements, but a reluctance to pay high assessments. New Hope Infrastructure Improve77ae7at Project — TVest ,4rea 10 The 1998 Concept Report differs from the 1997 project in that improvements on 60 Avenue were included in the project. Eleven residential properties on the north side of 60 Avenue were also proposed to be assessed. At the Public Information Meeting these residents requested that City staff evaluate other options for improving /maintaining the pavement in 60 Avenue. The review of options for 60 Avenue is included in the next section. New Hope Infrastructure Improvement Project — YYest Area 11 Proposed improvements in 60` Avenue were included in the Concept report because of the degrading condition of the pavement. Bituminous Skin patches were constructed over failing areas in 1997 when it became evident that improvements would not be constructed in the area. Residents along 60 Avenue asked City staff to review other alternatives to improve/maintain the pavement. Staff agreed to do a further review of options based on the following reasons: The City invested in skin patching in 1997. The patches are still maintainable. PCI ratings completed in 1998 are in the mid 60's to 70's which are favorable. Although it is suspected that the patches are masking many of the defects. 60` Avenue does have B618 curb and gutter between Liberty Park and Boone Avenue. • No utility improvements are proposed in 60 Avenue; therefore, the pavement subgrade does not have to be disturbed. Three options were reviewed for 60` Avenue including: Reconstruction of the bituminous surface with limited curb and gutter replacement. Additional Bituminous Skin Patching over deteriorating areas. Seal Coat over the existing surface. Reconstruction represented the highest overall cost; however, the review included a life cycle cost comparison. On a cost per year of street life basis, maintaining the street with a seal coat is comparable to reconstruction. Details of the comparison are included in Appendix E. It is recommended that 60` Avenue not be reconstructed at this time. Instead, it is recommended that 60` Avenue be included in the 1999 seal coat project. Reconstruction of 60` Avenue would occur in conjunction with neighboring streets (Cavell, Decatur, and Ensign). All cost estimates and proposed assessments in this report do not include improvements in 60` Avenue. Xetiv Hope Infrastructure Improvement Project — West Area 12 EASEMENTS All required easements relate to storm sewer and drainage improvements. A 10 -foot wide by I00 -foot long permanent drainage and utility easement is required along a lot line located on the east side of Hillsboro Avenue, just north of Hillsboro Circle in a low area. A 12 -inch diameter storm sewer and catch basin will be constructed to collect backyard drainage. A 10 -foot wide permanent drainage and utility easement will be required along lot lines east of Gettysburg Circle to construct and maintain the proposed storm sewers. Exact locations of the easements will be determined during detailed plan preparation. Two additional backyard areas on the north and south side of 59` Avenue are being investigated for potential storm sewer facilities. This is shown on Figure 2 at the back of the report. Easements along common lot lines may be necessary to extend storm sewer piping to these low spots. A 10 -foot wide permanent utility easement is required along the west lot line of 9301 59` Avenue. This is required to extend storm sewer to 59` Avenue. Unlike the other storm sewer and backyard drainage improvements, this storm sewer benefits many properties along 59` Avenue, not just a few. The property granting the easement arguably receives limited benefit; therefore, it is recommended that this property owner be compensated for the easement taking. Discussions were held with this property owner in 1997 as part of the proposed infrastructure improvements. Further discussions with the property owner are required to finalize easement. New Hope Infrastructure Improvement Project — West Area 13 Two permits are required from various agencies in order to construct the project. A permit from Minnesota Department of Health (MHD) is required for water main construction. Also, a permit from Hennepin County is required for the proposed street widening and storm sewer work on Bass Lake Road (County Road 10) at Gettysburg Avenue. COST ESTIMATE A detailed cost estimate is presented in Appendix F, located at the back of this report, and is summarized below. The total estimated project cost is 51,052,250, which includes 5 percent contingency and 25 percent indirect costs. Indirect costs include administration, engineering interest, and legal expense. Water Main 5194,100.00 Storm Sewer 226,800.00 Liberty Park 27,750.00 Street — Bituminous Surface 178,800.00 Street — Subgrade /Base 211,400.00 Street — Driveways /Approaches 555,200.00 Street — Concrete Curb and Gutter 158.200.00 Total 51,052,250.00 New Hope Infrastructure Iiriprovernent Project — West Area 14 West Area Allan Hills Block 3 Lots 16, 17, 18 Block 4 lots 1 -6 Block 5 Lots 13, 14, 15 Block 7 Lots 22, 23, 24 Libertv Park (PID 06- 118 -21 -24 -004) Jessen's Highland Hills Block 1 Lots 1 -8 Block 2 Lots 1 -6 Block 3 Lots 1, 2, 3 Jessen's Highland Hills 2"' Addition Block 1 Lots 1 -10 Block 2 Lots 1 -4 Block 3 Lots 1 -6 Sharon's Addition Block 2 Lots 1 -8 PID 06- 118 -21 -23 -0078 (Block 1, Lots 1 & 2; Block 3, Lot 1; Outlot A — Prudential Ins.) Meadow Lake Heights 1' Addition Block 3 Lot 16 These parcels are shown in Figures 6 and 7 in Appendix H. New Mope Infrastructure Improvement Project — West Area 15 FO Assessments are proposed to be levied against benefited properties in accordance with New Hope's Assessment Policy (assess 100% street cost) and the increase in market value of the land as a result of the improvement. Assessment Policy New Hope's Assessment Policy states the following: Street Improvements — Assess 100% to abutting properties • Utility Improvements — 100% City Assessment Rates Based on Front Foot Residential Front Footage (82.5 F.F. per lot): Assess only Short Side Residential Property Assessed 2/3 of Commercial / Industrial Rate Multiple / Apartment Assess Residential Rate 12 units or less — 30 F.F. / unit More than 12 units — 10.5 F.F. / unit Commercial / Industrial Property Assess Entire Front Footage on All Sides Assessable Street Improvements are defined as surface improvements including: • Reclaiming existing pavement • New Bituminous wearing and base courses Concrete street pavement Driveways and Approaches Boulevard Restoration Pavement Markings, Traffic Control, Mobilization New Hope Infrastructitre Iniprovetnent Project — best Area 16 Non- Assessable Utility Improvements include: • Water Main Improvements Storm Sewer Improvements (Street and Backyards) Existing Structure Adjustments and Repairs Street Subgrade removal and replacement Other Non - Assessable improvements are related to Liberty Park. Improvements include: (Re)construction of bituminous park trails Construction of a parking lane Property Appraisals Preliminary appraisals were done on select residential properties in 1997. A summary of the appraisal is included in Appendix G. The intent was to determine if proposed special assessments in accordance with City policy are consistent with the increase in property value based on state statute. The increased benefit to properties was valued at S5,000 in 1997. A summary of the Property Types and the Assessable front footages is also included in Appendix G. Assessment Options Past policy has assessed 100% of the total street costs to abutting properties. The following are two assessment options to be considered. Assessment Option A: Assess the value of street improvements as defined in this report. Preliminary Assessment Roll A in Appendix H reflects proposed assessments based on the estimated street improvement cost. Assessment Option B: Reduce the value of the street construction by including 50% of the curb and gutter construction cost as a utility cost. Assess the reduced value of street construction. New Hope Infrastructure Ifnprovement Project — Mest Area 17 Replacement of the existing surmountable curb may be considered a drainage and maintenance improvement. The surmountable curb and gutter will be replaced with B618 curb and gutter. This benefits the abutting properties, as well as the City in terms of providing improved maintenance and drainage conditions for the street. The mutual benefit to the City and residents justifies a cost sharing of this item. Preliminary Assessment Roll B in Appendix H reflects proposed assessments based on the estimated street improvement cost less 50% of the curb and gutter cost. Both Assessment Options are summarized in Table 1: Table 1. Assessment Options A and B Summary Option A is comparable to the appraised benefit. Option B provides the opportunity to lower the typical assessment significantly. It is recommended that Council adopt Preliminary Assessment Roll A or B at the Public Hearing. The final assessment roll can be reduced at the time of the assessment hearing. The assessment Hearing will be scheduled prior to award of the project. New Hope Infrastructure Lnprovenzent Project — West Area 18 Appraised Benefit Rates ( Option A — Street ! Option B — Street Cost Cost less 50% Curb and Gutter Cost /Residential Lot 55,000.00 /lot 54,760.00/lot 83,800.00 /lot' Commercial /Industrial Rate 90.91 /71. 86.55/F.F. j 69.09F.F. Residential Rate /F.F. 60.61 /F.F. 57.70 /F.F. 46.06/F.F. Rate is reduced by 4.8% from the appraised rate. (') Rate is reduced by 24.0% from the appraised rate. Option A is comparable to the appraised benefit. Option B provides the opportunity to lower the typical assessment significantly. It is recommended that Council adopt Preliminary Assessment Roll A or B at the Public Hearing. The final assessment roll can be reduced at the time of the assessment hearing. The assessment Hearing will be scheduled prior to award of the project. New Hope Infrastructure Lnprovenzent Project — West Area 18 Table 2. Revenues Based on Assessment Option A (Street Cost) Infrastructure Improvements Improvement Costs I Assessments Liberty Park Assessment City Cost ': Water Main S194,1 0 0 S194,100 Storm Sewer 226,800 0 0 226,800 Liberty Park Improvements 27,750 0 0 27,750 Street Bituminous Surface 178,800 I S148,900 529,900 { 0 Subgrade /Base 211,400 0 0 211,400 Dwys /Approaches 55,200 45,970 i 9,230 0 i Concrete Curb 158.200 131,750 26.450 0 I Total $1,052,250 $326,620 565,580 5660,050 Table 3. Revenues Based on Assessment Option B (Street Cost less 50% of Curb and Gutter Cost) Infrastructure Improvements Improvement Costs Assessments Liberty Park Assessment City Cost Water Main $194,100 0 0 S194,100 Storm Sewer 226,800 0 0 226,800 Liberty Park Improvements 27,750 0 0 27,750 Street Bituminous Surface 178,800 S148,900 529,900 0 Subgrade/Base 211,400 0 0 211,400 Dwys /Approaches 55,200 45,970 9,230 0 Concrete Curb 158.200 65,880 13.220 79,100 Total 51,052,250 $260,750 $52,350 $739,150 New Hope Infrastructure Improvement Project - West Area 19 W&U � A recommended project schedule is as follows: Present Feasibility Report Public Hearin- /Order Plans and Specifications _ Approve Plans and Specifications Receive Bids /Award Contract Assessment Hearing /Award Contact Start Construction Construction Completion `Tot Includin Final `Fear Course Complete Construction January 11, 1999 February 8, 1999 February 22, 1999 March 22, 1999 April 26, 1999 May 3, 1999 October 30, 1999 June 15, 2000 As noted, the project schedule proposes to construct the final bituminous wear course in 2000. New Hope Infrastructure Improvement Project — West Area 20 9130 LLJ Z w 59 VETN 91101 1; ----------------------------------------------- ----------- ------------ --------- ii 5964 i 5964 ii If it I 5808 Z LLJ Z ic M R.K Z C) uj U) - 7- 5924 59244 5828 U28 co CK 9201 LLJ ----------------------------------------------- ----------- ------------ --------- ii 5964 i 5964 ii If it I 5808 LEZEND I l I I N I I AREA I BOUNDARY Z LLJ Z ic M P LEZEND I l I I N I I AREA I BOUNDARY Comments from the 1999 Infrastructure Open House Staff Notes December 7, 1998 The following is a collection of comments received at the 1999 Infrastructure Open House held on December 2, 1998. The meetings were held at the Public Works building and City Hall Conference Room. Notes were recorded by the following City representatives: Tom Schuster, Guy Johnson, Shari French, Mark Hanson, and Vince VanderTop. General Comments /Questions From Residents on 60 Avenue West: • Too much traffic on 60"' Avenue. Motorists are trying to avoid the congestion at Bass Lake Road and Boone Avenue. • Why is 60' Avenue included in this project? • Why doesn't the City wait with the reconstruction of 60' Avenue until Cavell and Decatur are in need of repair. • Some residents feel that the proposed repairs on 60' Avenue are not necessary. • is 60' Avenue being included in this project because it is convenient for the City. • "If I live on the south side of 60' Avenue on Cavell or Decatur Avenues will I be assessed for this project ?" • "Why would people on 60"' Avenue have to pay the same assessment costs as the other residents who are having more extensive work done ?' • The increased traffic flow on 60' Avenue is causing substantial wear and tear on the roadway. • Resident blames the unfair burden being placed upon the residents of 60' Avenue to poor city planning and to a loss or lack of exits on Bass Lake Road. Comments from Other Residents: • Concerned about the one -way exits onto Bass Lake Road. • The resident believes that the '82 street project was done poorly. • Poor City planning has made it difficult to cross or turn onto Bass Lake Road. • Resident recommends that the City patches the roadways and then in five years assesses the whole neighborhood for road and sewer repairs. Storm Sewer. • Would like to see storm sewers installed along Hillsboro and 60' Avenues. • 5912 Hillsboro Circle is requesting that something be done with the drainage problem in her backyard. Property owner states:" the properties at 5909, 5917, 5925 Gettysburg Avenue are draining into my backyard." • 5912 Hillsboro Circle resident is concerned about the location of the water stop box in her driveway. • 8910 60 Avenue resident feels that the people who are benefiting from the installation of the new sewer should bare the construction costs. Lane Configuration and Traffic Problems: • Problems with the increasing number of cars and speed of traffic on 60t" Avenue. • Can Gettysburg Avenue be lowered or flattened in front of the Liberty Park basketball court? The resident is having problems getting out of his driveway. • With the new driveway at Ensign and Bass Lake Road (apartment complex) being constructed, will the existing driveway on Ensign Avenue be closed or eliminated? Otherwise, the driveway will be used as a shortcut for making left hand turn onto Bass Lake Road. • Recommends that right and left turn restrictions be placed on 60`" Avenue between the hours of 7:00 a.m. and 9:00 a.m. • The neighborhood could use more stop signs and squad cars in the area to enforce traffic violations. • A number of residents noted that commuters are using Gettysburg Avenue as a short cut to Boone Avenue. • Restrictions on the number of semi - trucks in the neighborhood. Park and Recreation: l ^.Any has the City not installed a tennis court at Liberty Park? Resident feels that general tax dollars should be used to refurbish Liberty Park and not tax assessments. She also noted that Liberty Park is deemed the City's Property. s § 1 I j EXISTING CONDITIONS PAVEMENT EVALUATION The City contracted with Braun Intertec to evaluate street improvements in the project area in 1994, 1996, and 1998. Not all streets were evaluated each year. In general, the evaluations show a steady decline in the condition of pavement. These reports are available for review. WEST AREA Infrastructure in this area was generally constructed in the late 1960s to early 1970s. Streets and Curb and Gutter The streets were originally constructed between 1966 and 1972, consisting of an eight -inch thick gravel base, two -inch thick bituminous mat, and surmountable concrete curb and gutter. All streets were overlaid in 1982 with one and a half -inch thick bituminous pavement over the street and concrete gutter. This left no back of curb to keep street drainage off of the boulevard. This conditions also results in parked cars being on the grass boulevard. In addition, snow plows and moving vehicles "jump" the curbing and damage the boulevards particularly at intersections. The bituminous overlay in the gutter is cracking, breaking away, and cassing deterioration of the street and curb. • Bituminous skin patches have been placed over isolated areas where alligator crackin has occurred. • Residents have complained about excessive speeds and poor traffic control on Gettysburg Ave. Refer to a petition received by the City in Appendix D. Watermain Cast iron water mains were installed in the mid 1960s through the early 1970s. Eighteen watermain breaks /repairs have been documented in this area since 1986, causing the City to spend a considerable amount of time and money repairing cast iron water mains. Appendix B - Infrastructure Improvement Project B -1 Water main breaks cause considerable inconvenience to abutting residents with disruptions to water service and access to local streets during repairs. Storm Sewer/Drainage Drainage is poor throughout this area. Flat grades of streets, driveways, and intersections without catch basins are causing standing water, ice dams, and numerous bird baths. Drainage problems include high ground water and backyard low points. Standing water in streets infiltrates the subgrade causing street breakups. Sanitary Sewer No issues requiring correction are known at this time. Appendix B - Infrastructure Improvement Project B -2 Xa`-�� ii�r- Ott -' -Yt� i As Needed � N ew W.M. Ex. W.M.- M�- S - �ew Service .'Connection Existing San. Sewer No Scale WATER MAIN IMPROVEMENTS - WEST AREA i 0 150 300 Scale in feet STREET IMPROVEMENTS FIGURE 1 FEASIBILITY REPORT INFRASTRUCTURE IMPROVEMENTS KA 34\ 34815\ 34815F05. DWG NOVEMBER 1998 COMM. 34988 Bonestroo Rosene Anderlik I Associates Engineers & Architects tst." Sewer I m I STREET IMPROVEMENTS FEASIBILITY REPORT INFRASTRUCTURE IMPROVEMENTS K:\ 34\ 34815\ 34815FO 6. DWG NOVEVEER 1998 FIGURE 2 COMM. 34988 STORM SEWER IMPROVEMENTS - WEST AREA 91 STEEP TRAILi- r0T9rAw. ITA D 0 1 11011 4 00 by-10mm a mrk ' 7r ------------ x J ------------ J X ---------- -x , L .L J > > < --------------- 0 1 j rll . D Li 1 r0T9rAw. ITA D 0 1 11011 4 00 by-10mm a mrk ' 7r ------------ x J ------------ J X x -3 1 ----------- x x n 7 > < ------------ x J x ...... f lu LIBERTY PARK IMPROVEMENTS Bonestroo JA Rosene NEW HOPE, MINNESOTA Anderlik 5, FEASIBILITY REPORT FIGURE 3 Associates Engineers & Architects INFRASTRUCTURE IMPROVEMENTS K: \34 \34225 \34225F13.DW0 NOVEVBER 1998 3498815 ---------- x -3 1 ----------- x x n 7 > < ------------ x J x ...... f lu LIBERTY PARK IMPROVEMENTS Bonestroo JA Rosene NEW HOPE, MINNESOTA Anderlik 5, FEASIBILITY REPORT FIGURE 3 Associates Engineers & Architects INFRASTRUCTURE IMPROVEMENTS K: \34 \34225 \34225F13.DW0 NOVEVBER 1998 3498815 ZI I > 1 . 4,0 i i ■� rx, INTERSECTION 3-WAY STOP -` STREET RECONSTRUCTIO LIBERTY PARK STREET 0 1 13 , 11, 17' (Co. Rd. 8 RO ,SS N o o Sccle - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - - - - - - - - - - --- - - - - -- MAIN AI II 1 q YE IN 9 S , -- II 9! 9 SE I li OAT P P II II II II z II II II II II II w II II 6� < 1 > II < > CY ii < II Z II II II II < E:3 v.l < II L � II L it PFIOPO1c ED C Ll RECC NSTR(jd ION II II II II II II it II 11 11 II it Il II II II 11 II LEGEND 1 2" Thick Subgrade Correcton STREET IMPROVEMENTS — WEST AREA STREET IMPROVEMENTS FIGURE 4 FEASIBILITY REPORT INFRASTRUCTURE IMPROVEMENTS K: \3 4 \3481 \3 4815FO 3. DWG NOVEMBER 1998 COMM. 3498815 0 150 300 Scale in feet Bonestroo Rosene Anderlik 1 Associates Engineers 3 Architects Proposed Existing Original street construction(1966-1972) Bituminous overlay in 1982 15' ' 15 - I - I Bituminous overlay constructed over 3" Bituminous --- 0 6" Aggregate 12" Subcut — w/Grcnnulcr as Read. New 8618 Conc Curb & Gutter concrete curb I -- --------- Z Z - --f L L ----------------------------- L 1 1/2" Ex. Bit. Overlay L 2" Ex. Bit. 8" Ex. Aggregate - Ex. Mountable . Conc , c Curb & Gutter Drain tile r - w/neotextile fabric STREE I T SECTION in specific locations STREET & DRIVEWAY SECTIONS No Scale NEW HOPE, MINNESOTA FIGURE 5 FEASIBILITY REPORT INFRASTRUCTURE IMPROVEMENTS KA34\3481 5\3481 5FO I. DWG NOVEMBER 1998 COMM. 3498815 No Scale CONCRETE DRIVEWAY APRON JA Bonestroo Rosene Anderlik & Associates June 28,1998 Jeannine Clancy Director of Public Works City of New Hope 4401 Xylon Ave No New Mope, T1XN 55428 Dear Jeannine, On April 15 you sent me a letter in answer to the problem of the "heavy traffic on Gettysburg Ave No. between Bass Lake Load to 62nd Ave No. You sent me the Trafflic Control Request form in that I have discussed with several neighbors and they have signed, along with my daycare parents because I feel the safety of their children are also involved. I know I have taken a long time to get this to you, but I had to do it when I could get away. In my walk around the neighborhood I was VERY surprised that my neighbors were very eager to get this taken care of. I can get a lot more people to sign the pettition if necessary. I have been informed that the home owners all along Gettysburg are just as concerned as I am all the way up to 62nd Avenue, about the heavy and fast traffic. The neighbors on Gettysburg Circle also would probably sign according to general conversations with some of them. I have listed the concerns that have been mentioned to me to make sure I make you aware of their ideas. There were 3 neighbors that said they have made contact with the City regarding the problem of traffic and nothing has been done about it. One family that has just moved here two years ago, said they contacted you people and someone came out to observe the situation and said that they did not see a problem. Well, I can only say, they are not here in the AM and PM hours to watch what is going on. EVERYONE THAT I SPOKE TO, AND THAT SIGNED THE FORMS. have had problems getting out of their driveways. The people that I contacted on 59th Avenue, have had problems with speeders on their street also. The drivers coming from Independence and Hillsboro Avenues, go very fast around the corner going either South. or North, which is why the three way stop is needed. After you recieved my first notice, a 281 school bus went fast around the corner, and I have one daycare and one neighbor that witnessed a Medicine Lake smahl school bus going around the corner very fast and sped down the street at a very fast pace. I also have had several requests by the neighbors to have speed bumps on the hill_ If you are ever on that curve and watch the cars, they go so fast that when someone else is coming from the other direction they could easily get hit. The two neighbors that are on the curve have very definate concerns for the fact that they have a real problem trying to get out of their driveways because of the blind curve. When there are cars parked on the street for the park, the problem is even more serious, as people must walk in the sreet area and drivers still do not slow down. The walkway into to park from Gettysburg side on the curve also is in a poor location. Chilren wanting to cross are crossing right at that blind spot. Another statement made was that a lot of people do not stop at the bottom of the hill at 60th Avenue. I also had some neighbors complain to me about Prudential and all of the tra$ice that has increased there. When they built this building, only about 10 employees were supposed to be working there because it was just a storage building for records. Now it is occupied by another company and this was against the original agreement when there was a council meeting to get the approval of the neighborhood. I feel that this situation on Gettysburg and 59th Avenues plus the traffic from Bass Lake Road to 62nd Ave is asking for an accident to happen. Everyone `gas asked that we be kept informed on what is going to happen, and if it is brought up to the Council, we want to be there for the meetings. Thank you for your help on this serious situation. Regards Mary & Gerald Gfroerer 5925 Gettysburg Ave No New Hope NIN 55428 537 -55$9 CITY OF NEW HOPE TRAFFIC CONTROL. REQUEST APPLICATION This form is to be used to make a request for a change in traffic control for requests include; consideration by City Council. Examples of installation of a new stop sign, crosswalks, modified traffic signals, or change to any street sign. Request Made By: 7.�C /, l7 � /�� fn • � , (Name) / r '(Address) / Problem (haz ard which requires attention ): 7 t � f ' � i; � ��(Teleph ` e� Request (the action you would like the City to take): ,, ^ ,,` 6Z� e- r _/�,� YProvide Sketch if t 1� / f I C FPropria.e Signatures of Affected Parties (individuals who are also affected by the problem and are in agreement with the proposed solution): Address E DIRECTOR OF PUBLIC WORKS !:`ACMINISTVANktraffic2.doc 11/27/96 - rjt"jj;zr5, 14 E I A. ) 0 w cl�c c - - 1 7 DA, I r �4^r, V7 1 ro < 1 1OZ I 1_1�' ✓�f c�c.� -�--- �� -/:� ice � �'l.S�r� " �'2 P� �;.% /- S�4z�r'� Subject: Minutes from the August 11 1998 Gettysburg Avenue Neighborhood Meeting. Jeannine Clancy began the evening by giving a brief presentation to the audience, GhemendonedthattheCityhodjustreceivedaneighbonhoodpedtionoonoerningthefoUovvng 1. Traffic design isaues _ 2. Traffic enforcement 3. Access hz and on-street parking o± the park 4. Impact of the Prudential Building located atQ22O Bass Lake Road The obJective of"his meeting is to gain a better understanding of 'the issues and concerns facing this neighborhood. Once the issues are documented, the staff will study 'the issues and gain y better understanding of the problem athand. Residents- 1. ThenaeoVVeehedund 2. Joe and JannaGerald 3. Taryn and Libre Buehing 4. Gernj and Mary Gfoerer 5� Brenda Gassman and Kenneth Fromm G. Dick and Be8herrond 7. Vincent and Lomaie|Ghno|di 8. Doug and Sharon Swigart Addreoo- 5Q40 Gettysburg Avenue 8201 59*AvanueNodh 58O8 Gettysburg Circle 5O24 Gettysburg Avenue North 5QGO Hillsboro Avenue North 5QGO Gettysburg Avenue North 022Q6SmAvenue 588O Hillsboro Avenue Staff Members Present- 1, Shelly Johnson- Traffic Engineer, BR/A 2. Geq]eantGaryUnk- NowHopePo|iceDeporbnent 3. Shari French- New Hope Parks and Recreation Director 4. VinoeVanderTop- P jentEngineer.BR/A 5. JeannineC|ency- NewHopePubUoVVorksDirector Issues- The Traffic Safety !amuom for Gettysburg Avenue: • Residents feel that the signal light at Bass Lake Road has increased the flow of traffic through the neighborhood. • Citizens feel that they are experiencing problems with cars traveling at high rates of speed, particularly in the area uf 5Sm Avenue and Bass Lake Road. • Residents feel that the neighborhood is experiencing an increasing number of traffic accidents. • A resident mentioned that the sight distance around the basketball court is very poor due to the increasing number ofparked oars. Residents feel that visitors are not obeying the "No Parking" sign on the west side ofthe street. Acidzenmendonedthatalotofvehkc|eon|idethroughtheS[Y during the winter months. Citizens have mentioned that the increasing number of Prudential employees has generated more traffic congestion in this area. Traffic Safety Issues for Gettysburg Circle: • Many of the residents expressed concern over the increasing number of vehicles intheir neighborhood. • Residents believe that motorists are using Gettysburg Circle aoa U-turn lane. • A number of citizens would like a traffic control revision at 591h and Gettysburg' • Residents have mentioned that it is becoming very difficult for vehicles to spot pedestrians in the cross waiks. Safety Issues at Liberty Park: ^ Many Of the residents are concerned about 'he children sliding down the sncvv covered hill at Gettysburg Avenue and 8O"Avenue. � A resident noted that many children are coming down the hill hzofooton their bikes, roller blades, and skate boards. Residents are worried that a child may be hit by an on-coming vehicle. ° A number of residents mentioned that the increased number of vehicles parking on 'the street by the basketball court is a major concern. Parked vehicles are making it very difficult for motorists to spot pedestrians, bikers, children, etc, • A resident mentioned that some adult and teenagers are using the little softball field for batting practice. The citizens that live behind the softball field would like limitations placed on the field. • A citizen mentioned that the park was created 28 years ago for younger children and was never meant for adults. • A resident mentioned that the parking demands in the area have decreased since the conduoionof the tee ball and softball seasons. Public Safety Issues: • The residents at 9201 59 Avenue, 5901 Gettysburg Avenue. and 5949 Gettysburg Avenue would like to offer their driveway as a place for the police department to sit and conduct radar speed studies. • A number ofresidents mentioned that speeding, neoNoas, and careless driving is becoming a problem along 5g" and Gettysburg Avenue. • Numerous complaints concerning vehicle damage to private property have been reported by the residents. • Neighbors are reporting an increased number of "STOP" sign violations at 60t and Getysbung Avenue. • A citizen mentioned that the increasing number ofPrudential employees is creating a traffic hazard. • The police department will be begin two weeks of aggressive traffic violation enforcement on August 14. Summary- Jeannine Clancy concluded the meeting by stating that: 1. Staff will study the traffic issues, evaluate the accidents, and have traffic counts once the work on TH 169 is completed. 2. A portion of this area is under consideration for the 1999 infrastructure improvement program. 3. A neighborhood meeting wi!I be scheduled for this proposed project in the Fail or early Winter, 1998. 4. Jeannine will request that a representative of the Community Development Department be available to discuss the concerns about the Prudential building at the next meeting. Page 3 NEIGHBORHOOD MEETING RE: GETTYSBURG AVENUE October 21, 1998 7 1. Introduction by Acting Public Works Director, Guy Johnson. 22, DiscusSion regarding land use issues with Kirk McDonald, Community Devc-iopment Director. 3. Discussion regarding park issues with Shari French, Parks and Recreation Director. 4. Discussion regarding traffic management issues with Sergeant Gary Link and the City's Traffic Engineer, Shelly Johnson. 5. Discussion regarding the potential Gettysburg Avenue street project with Vince VanderTop, project engineer. 6. Wrap up. CITY-C), ism P Memorandum TO: Gettysburg Avenue Neighborhood Meeting Attendees FROM: Kirk McDonald, Director of Community Development DATE: October 21, 1998 SUBJECT: Land Use and Zoning Issues for Prudential Property at 9220 Bass Lake Road Introduction The purpose of this memo is to provide information regarding the current zoning of the 9220 Bass Lake Road property, review past development approvals by the City, discuss the temporary parking lot issue, review current status of the parking 'lot removal, and future use of the property. Current Zoning information * The property is located in an "R-0, Residential Office, Zoning District." * The purpose of the R-O District is to provide for high density residential use and for the transition in land use from mid-density residential to low intensity business, allowing for the intermixing of such uses. Permitted Uses include all permitted uses allowed in an "R-4, High Density Residential, Zoning District," as follows: 1. Multiple family dwelling structures 2. Boarding houses limited to not more than 10 resident persons 3. State licensed day care facility serving 13 - 16 persons 4. Public Parks/playgrounds Conditional Uses include: 1. Nursing homes 2. Elderly housing 3. Day care facility serving 17 or more persons 4. Townhouses 5. Group care facility 6. Medical, professional and commercial Hospitals, medical offices and clinics, dental offices and clinics, veterinarian clinics when completely enclosed, professional and commercial offices, and funeral homes and mortuaries, subject to conditions: A) street access is by arterial or collector street of sufficient capacity to accommodate the traffic that will be generated B) vehicular entrances to parking or service areas shall create a minimum of conflict with through traffic movement C) buffers area with screening and landscaping shall be provided when abutting an R-1 through R-4 District. 6. Parking facilities for adiacent commercial or multiple dwellings (if in excess of parking required on the lot upon which the principal use is located) 7. Retail commercial 8. Combined residential and non-residential Past Develooment Approvals In 1973, the City Council approved a proposal for the construction of a 50,000 square foot office building to be used for record storage purposes on a 6.5 acre site at the northeast corner of Bass Lake Road and Highway 169. At that time the company ;Indicated there would be 40 - 5 0 employees and the hours of operation would be from 8:00 a.m. to 4:00 p.m. ingress and egress to the site was from Gettysburg Avenue. Future expansion of the facility was shown on the plans with 30,000 to 35,000 additional square feet, with the total building maximum at 85,000 square feet. Parking for 58 cars was shown on the site plan, with future parking expansion available. in 1977, the City Council approved a 66,000 square foot, two-story building addition. The proposal was to add 10 parking stalls to the existing 58 spaces on the site. With the addition, it was stated there would be a total of 55 employees with 60 the maximum projection. The plan showed future additional parking on the east or west sides, if needed, for a total of 140 cars. The Council approved a variance to the parking requirements to permit 68 parking spaces and limiting future parking expansion to a total of 140 spaces. Temporary Parking Lot In 1996, Prudential came to the City to describe an urgent need to expend a large amount of dollars inside the building for the purpose of computerizing all their records. They suggested a basement remodel and a short-term temporary influx of staff to do the one-time keyboard entry or scanning of records. The City desired to work with the company to keep them in the building. It is staffs feeling that the low intensity business is suitable for this location. Prudential predicted that the extra employees and parking would be needed for 6 - 9 months. Staff requested that Prudential make safe arrangements for employee access, without on-street parking north of Bass Lake Road. Interior remodeling was completed in February 1997. Police Department began getting parking complaints in the summer and fall of 1997 pertaining to the industrial areas south of Bass Lake Road. In October, ,the City requested that Prudential submit detailed plans for permanent on-site parking or cease the use of on-street parking in the industrial area. In November, Prudential installed a temporary parking lot. The City informally agreed to let the temporary parking lot remain until mid-1998 if the parking lot was then removed. The City has informed Prudential about neighborhood complaints and has been requesting that they submit a site plan for the expansion of permanent on-site parking or eliminate the temporary parking lot. Prudential indicated in November 1997 that the area where the temporary parking is will be returned to its previous condition in mid-1998 and that the gravel base and snow fence will be removed and the area restored. Pace 2 Parkinq Lot Removal On September 11 the City received correspondence and plans from Prudential regarding the parking lot refurbishment. The plan calls for asphalt and curb repairs in the existing lot and for the removal of the temporary gravel base parking lot. The work is scheduled for completion this fall and is currently in process. The contractor indicated over the phone today that the temporary lot would be removed on October 26, weather permitting. Future Use of Property The Comprehensive Plan calls for no future changes to the land use in this area. There is space available on the property for future parking expansion, but Prudential has not indicated that they want additional permanent parking. Any additional permanent parking would need to comply with City Code requirements, including surfacing, drainage, screening, etc. Conclusion In summary, a fairly low intensity office business use needed temporary parking on a s3hcrti-term basis. � While this has been of some concern to the neighbors, it is staffs understanding that the temporary parking will now be eliminated and the site will return to its previous status. Residents that have Future questions or ccncerns are �velcome to contact either Doug Sandstad, Building Official, at 531 -5122 or Kirk McDonald, Director of Community Development, at 531 -5119. Attachments: Vicinity Plan (Topo Map) 1977 Site Plan Parking Lot Statistics 11197 Prudential Correspondence 9198 Prudential Correspondence and Parking Lot Removal Plan Page 3 - ONESTROO ROSENE ANDERLIK 'ff 6516361311 10/20/98 08:50[j :02102 NO:965 f ........... PROOSED WIDENIN TO PROVIDE ON STREET PARKING l y. m Mi �1 60th AVENUE N W__% 6516361311 8u••et:'h> gnt? . A!M'lr/nt yttl At Pe c,ow,d; 0 w, G Sonesrroo 1't - . air n..ra T,.,n�f_ PE - rjt77A R. C'10 Yotry /C w 4er Sene. P£_ dial S.sjo M t A fcO: '.t.t Prinetp,dt: tkra.rd A S.tnl R,( rori x F.7Sr,v PQ - • 0.1 C) 1 n; M-01,3 ! 1. Rvlcmar PE - ien K F swney A Wilildr SOS P1. U - Ro&et A.7..n ?mk Strtm+Ot, Py. — � S f7fYK�i' Y 7ri t crhrlt,!r_ Vtatm..r 'G'<Gi: e. ww W.00nt51P ?O. {brCi TO: Guy Iollnson Dirmtor of Public Works 0'M: Sgt, Gary Li, New dope Police Sheldon J. Johnson Nfichael P. Spack DATE: October 9, 11998 10f19/98 14:04 lj :01/03 NO: 941 RE: Traffic Volume and Speed Study in Gettysburg Ave Neighborhood North of Bass Lake Road Our File No. 34-95- Citizens in the neighborhood surrounding Gettysburg Avenue north of Bass Lake Road and south of 62" Avenue have expressed concern that the roadways are not safe in the neighborhood. They have indicated that there is too much traffic through the neighborhood and the traffic is moving too fast. Traffic volume data and speed data were collected in the neighborhood during late Septemberlearly October 1998. These data were collected after the work on TH 169 was completed. The following Memorandum Report presents the collected data and discusses the potential safety issues. t Traffic counts were taken at four locations in the neie..borhood. The peals hour cotints along with the 24 -hour traffic totals are shown in Table 3. The peak hour is &,c hour during the day that has the highest total number of vehicles. The peak hoar for the 59�' Avenue location was from 5:00 to 6:00 p.m. The peak hour for the three Gettysburg locations occurred from 7:00 to 8:00 a.m. The Police Department conducted speed studies at six neighborhood locations. The resultant 85'' percentile speeds are shown in Table 2. Eighty -five percent of the vehicles were at or below this sped and 15 percent of the vehicles were above the sods 2335 West Highway 36 a St. Paul, SRN 55113 n 612-636 -4600 a Pax: 612 - 636-1311 BONESTROO ROSENE ANDERLIK 6516361311 10/19/98 14:04 (5 .02/03 NO: 941 indicated in the table. Figure I shows the locations where the speed and volume data were taken. 7ihIt-_ 1 — Traffic Data Table 2 - Sneed Data Peak Hour 24-Hour Total (Vehicles) (Vehicles) 59' Avenue west of I. Eastbound = 14 1 Eastbound = 249 Gettysburg Avenue and cast 2. Wastbound = 27 . 2. 'Westbound 206 of Hillsboro Avenue 2. Southbound = 19 mph Gettysburg Avenue - north I Northbound 31 1 lort N hbound = 619 of Bass Lake Road and 2 Southbound a 205 , Z. Southbound = 1205 south of Ciettysburg Circle Westbound = 15 2. Gettysburg Avenue - north I Northbound = 17 1. Northbound = 314 of 59' Avenue and South of 2. Southbound 142 1 2. Southbound 439 60" Ayf_ 2. Westbound = 51 Gettysburg Avenue - north 7 I . Northbound 60 1, Northbound=411 of t5 1 ', Avenue and south I Southbound 81 1 Southbound = 457 o4 62" Avenue Avenue and south of 60' Avenue 2. Table 2 - Sneed Data The speed firnit on residential streets is 30 mph. The 85' percentile speeds are very close to or under the speed limit. From a traffic engineering perspective, there is not a speeding problem- The traffic industry considers any urban road that has an ADT (Average Daily Traffic) less than 1,000 vehicles to be a residential street. The ADT is defined as both directions of traffic totaled over a 24-hour period. The only place in the neighborhood that appears to have an ADT over 1,000 is Gettysburg Avenue in the v ic inity of Bass Lake Road. Gettysburg Avenue is designated as a collector on the City's thoroughfare plan. It is expected that collectors will carry more traffic than the residential streets. The volumes on the neighborhood streets are consistent with the City's Comprehensive Transportation Plan. N # of Vehicles 85 Percentile Speed Independence Avenue - north of 59�_' 1, Northbound = 5 1. Northbound = 19 mph Avenue 1 Southbound = 6 2. Southbound = 19 mph 591h Avenue - west of Hillsboro Avenue 1. Eastbound = 14 1. Eastbound = 24 mph and east of Independence Avenue 2. Westbound = 15 2. Westbound = 25 mph 6_0_ Avenue - east of Gettysburg 1. Eastbound = 52 1. Eastbound = 31 mph Avenue and west of Ensip Avenue 2. Westbound = 51 2. Westbound = 31 mph Gettysburg Avenue - north of 59 1. Northbound = 41 1. Northbound = 30 mph Avenue and south of 60' Avenue 2. Southbound = 115 2. Southbound 3 1 h Gettysburg Avenue - north of 60 1. Northbound = 31 1. Northbound = 30 mph Avenue and south of Allan Circle I Southbound = 28 2. Southbound = 30 mph Gettysburg Avenue - south of 62 1 • Northbound = 25 1. Northbound = 31 mph Avenue I_ 2. Southbound = 22 12. Southbound = 31 mph The speed firnit on residential streets is 30 mph. The 85' percentile speeds are very close to or under the speed limit. From a traffic engineering perspective, there is not a speeding problem- The traffic industry considers any urban road that has an ADT (Average Daily Traffic) less than 1,000 vehicles to be a residential street. The ADT is defined as both directions of traffic totaled over a 24-hour period. The only place in the neighborhood that appears to have an ADT over 1,000 is Gettysburg Avenue in the v ic inity of Bass Lake Road. Gettysburg Avenue is designated as a collector on the City's thoroughfare plan. It is expected that collectors will carry more traffic than the residential streets. The volumes on the neighborhood streets are consistent with the City's Comprehensive Transportation Plan. N BONES R00 ROSENE ANDERLIK 6516361311 10/19/98 14:045 :03/03 NO:941 We reconunend improving the intersection of 59 Avenue and Gettysburg Avenue to a tee intersection. Gettysburg Avenue south of 59 Avenue should be curved to tie into 59 1h Avenue and Gettysburg Avenue north of 59"' Avenue should tee into this realignment at 90 degrees. This realignment would slow the traffic using Gettysburg Avenue as a through street without deteriorating its function as a collector. Synopsis of the Gettysburg Avenue Neighborhood Meeting October 21, 1998 The meeting opened at 7:00 p.m. with an introduction by Guy Johnson, Acting Director of Public Works. Kirk McDonald, Director of Community Development, discussed the land use of the Prudential Building site. He reviewed the current and potential uses of the site and its current zoning as R-O Residential Office. Kirk stated that the City felt that Prudential had been a "good neighbor' and was a good fit for this type of zoning due to its low intensity use. Kirk said the building was constructed in 1973 with plans for expansion. The building has been expanded but it was not until 1996 that there was a large increase in the size of the work force. Due to the requirement to convert all their files to computers, Prudential hired many temporary employees to complete the conversion project. When on-street parking was no longer an option, Prudential built* a temporary parking lot on their site. The project has 'Laken much longer that originally anticipated and the temporary lot is still there. Kirk said that he has been informed that the project is nearing completion and the temporary lot will be removed soon. One comment was that Prudential used to do business only from 8 2.M. to 4p.m., but that now they run three shifts. Kirk said New Hope doesn't have any ordinance restricting hours of operation for businesses like Prudential, but that he assumed that when their current project was completed that they would probably get back to hours closer to those of the past. Shari French, the Director of Parks and Recreation was the next speaker. Shari identified the concerns raised at the first neighbor hood meeting dealing with Liberty Park. Shari discussed the possible trail reconstruction and new trail layout as well as the possibility of including a new parking lane that could accommodate 6-8 cars along Gettysburg Avenue. A suggestion was made that the backstop in the park be repositioned so that it faced into the park rather than facing the corner of the park. This would prevent balls from landing in neighboring yards. Another suggestion was raised that there be a portable toilet placed in the park for the summer months. It was noted that the portable toilet should be far enough from the warming house so that people do not use the portable toilet as a means of climbing on the shelter's roof. Shari said that the shelter building could only be left open in the summer if it were staffed by an attendant . This would be cost prohibitive. There was a request for the addition of horse shoe pits in the south east corner of the park. There was discussion about what could be done to keep kids from sliding down the hill in the northwest corner of the park and into the street. It was suggested that a fence be erected in that area. Sergeant Gary Link reviewed traffic patterns in the area. He explained that the City had posted a Police Cadet in various places in the neighborhood to monitor traffic speed. Gary reviewed the 85 percentile speed data. According to the data collected, speeds in the area were not routinely excessive. He said that he realizes that when traffic on highway 169 backs up that more people use Gettsyburg Avenue as a north south connection. Gary said that residents could help with enforcement if they notice certain Projects/648/10-21-98 meeting notes drivers speeding through the neighborhood the same time every day or if they notice where the speeding driver stops on a regular basis. When made aware of these situations the police will stop these drivers and take the appropriate action. Gary said the police will respond to specific issues like those described and can have more of a presence in the area at certain times of the day. Unfortunately, Gary said, when traffic is badly tied up on Highway 169, police are usually busier that usual in other parts of New Hope as well. Sergeant Link asked if the traffic situation has improved any since the work on Highway 169 was completed. One resident said it had at first, but that since school has started the volume ands speed has increased again. She said that just recently she counted 33 cars southbound on Gettysburg in less than ten minutes, Sheldon Johnson, the City's traffic engineer spoke next about traffic volume. Shelly shared traffic volume counts for various road sections in the neighborhood. He concluded that the traffic courts supported the functional classification of Gettysburg Avenue as a neighborhood collector street. Shelly suggested that when the Streets in the area are reconstructed that the intersection of 59th and Gettysburg Avenues be reconfigured into a 'IT" shape. 59 Avenue should be the straight street and Gettysburg wouid be the street forming the 'IT". This could be an all way stop or a stop on south bound Gettysburg only. Shelly reiterated that stop signs do not slow down traffic since drivers will be back up to speed within half a block of the stop sign. The necessity of having to turn a right angle will be the speed reducing factor. The final speaker was Vince VanderTop, the 1999 Infrastructure Improvement project engineer. Vince addressed some of the engineering aspects of the proposed street improvement project. The project would include street reconstruction as well as storm sewer improvements and new curb and gutter in the area. Vince said the assessments to help fund the project would likely be in the range of $3,500-$5,000 per household. Finally, there was a general question and answer period. There was a question about improving the visibility of some driveways on the west side of Gettysburg Avenue across the street from the park. It was suggested that a small bit of realigning could be done when the street was reconstructed but probably not enough to improve the visibility to any great extent. Shelly Johnson explained the difficulty in changing roadway alignment on slopes and curves in an already established neighborhood. There was another question as to whether "Children at play" signs had any impact on traffic speed. Shelly said - signs of this type had little, if any effect. Another question was raised about the potential use of speed bumps in Gettysburg Avenue. Sergeant Link said that aside from the obvious maintenance issues with these bumps in the street that they seldom work well and in most cases cause more of an inconvenience to area residents than any benefit they are likely to receive from them. Residents were thanked for their attendance and the meeting was adjourned about 8:15 P. M.. Projects/648/10-21-98 meeting notes FROM: NEW HOPE PUBLIC WORK FAX NO.; 5337650 Mr. And Mrs. Peapsan 5916 Gettysburg Avenue North New Hope, MIN 5,5428 Mr. and Mrs, Vincent Grimaldi 9224 59"' Avenue North New Hope, MN 55428 Mr, Joseph Gerold 9201 59" Avenue North New Hope, MN 55428 Ms, Mary Gfroerer 5924 Gettysburg Avenue North New Hope, MN 55428 Ms, Cindy Vincent 9120 60 'venue North New Hope, MN 55428 P.Ar. James Shearer 6141 Gettysburg Avenue North New Hope, MN 55428 Theresa 'Westerfund 5949 Gettysburg Avenue North New Hope, MN 55423 7 YP (D f S 11 09;52 P.02 TO: Guy Johnson FROM: Vince Vander Top, Mark Hanson CC: Tom Schuster, Dale Reed, Joe Illetschk-o SUBJECT: 1999 Infrastructure Improvements Reconstruction vs. Maintenance Cost for 60` Avenue City Project 648 BRA File No. 34 -98 -815 DATE: January 5, 1998 IMPROVEMENT/MAINTENANCE OPTIONS Residents along 60'' Avenue and in the East Area felt that their pavement was in good condition and that maintenance should be performed rather than reconstruction. These opinions are supported somewhat by the PCI rankings for 60` Avenue; however, bituminous skin patches may be masking underlying defects. PCI rankings only account for the surface condition of the pavement. To address the issue of maintenance versus reconstruction, three options were evaluated by public works and engineering staff for W' Avenue. These options are: Reconstruction — This option repairs the entire infrastructure for the long term Reconstruction of the infrastructure including the bituminous surface, curb and gutter, and underground utilities as required is identified in the Concept Report. Streets would be reconstructed with an expected life of 25 to 30 years. Patch and Seal Coat — This option maintains the existing pavement Alligatored pavement and inadequate /damaged curbing would be removed and replaced. These improvements would be followed by a seal coat application. These maintenance items would be completed in early 1999 as part of the overall City seal coat project. Streets would be expected to be adequate for another 4 to 5 years before reconstruction. 2335 West Highway 36 m St. Paul, MN 55113 a 612- 636 -4600 m Fax: 612-636 -1311 Sonestroo, Rosene, Anderlik and Associates, Inc. is an Affirmative Action /Equal Opportunity Employer B®nestr®® Principals: Otto G. Bonestroo, P.E. • Joseph C. Anderlik, P.E. • Marvin L. Sorvala, PE. - Richard E. Turner, BE. • Glenn R. Cook, P.E. • Robert G. Schunicht. P.E. • Jerry A. Bourdon, PE. Rosen Rosene Robert e W. Rosene, P.E. and Susan M. Eberlin, C.P.A., Senior Consultants Anderlik & Associate Principals: Howard A. Sanford, PE. • Keith A. Gordon, P.E. • Robert R. Pfefferie, P.E. Richard W. Foster, P.E. • David O. Loskota, PE. • Robert C. Russek, A.I.A. • Mark A. Hanson, P.E. Michael T. Rautmann, P.E. • Ted K,Field, P.E. • Kenneth P Anderson, RE. • Mark R. Roffs, P.E. Assoc iates sso s Sidney R Williamson, RE., L.S. • Robert E Kotsmith • Agnes M. Ring • Michael P. Rau. P.E. !- Allan Rick Schmidt, PE. Engineers & Architects Offices: St. Paul, Rochester, `.Vif!mar and SL Cloud, MAN • Milwaukee, `NJ Websire: www.bonestroo.coni TO: Guy Johnson FROM: Vince Vander Top, Mark Hanson CC: Tom Schuster, Dale Reed, Joe Illetschk-o SUBJECT: 1999 Infrastructure Improvements Reconstruction vs. Maintenance Cost for 60` Avenue City Project 648 BRA File No. 34 -98 -815 DATE: January 5, 1998 IMPROVEMENT/MAINTENANCE OPTIONS Residents along 60'' Avenue and in the East Area felt that their pavement was in good condition and that maintenance should be performed rather than reconstruction. These opinions are supported somewhat by the PCI rankings for 60` Avenue; however, bituminous skin patches may be masking underlying defects. PCI rankings only account for the surface condition of the pavement. To address the issue of maintenance versus reconstruction, three options were evaluated by public works and engineering staff for W' Avenue. These options are: Reconstruction — This option repairs the entire infrastructure for the long term Reconstruction of the infrastructure including the bituminous surface, curb and gutter, and underground utilities as required is identified in the Concept Report. Streets would be reconstructed with an expected life of 25 to 30 years. Patch and Seal Coat — This option maintains the existing pavement Alligatored pavement and inadequate /damaged curbing would be removed and replaced. These improvements would be followed by a seal coat application. These maintenance items would be completed in early 1999 as part of the overall City seal coat project. Streets would be expected to be adequate for another 4 to 5 years before reconstruction. 2335 West Highway 36 m St. Paul, MN 55113 a 612- 636 -4600 m Fax: 612-636 -1311 Skin Patch — This option keeps the streets usable, but allows the existing pavement to deteriorate. Potholes would be filled and bituminous skin patches would be constructed over alligatored areas. This is similar to the improvements done on 60`" Avenue in 1997. The improvements would be completed by City crews or a contractor. It would be expected that street reconstruction would occur in two to four years. COST ESTIMATES /FINANCING Cost estimates for Reconstruction are included in the Concept Report. Cost Estimates for Patch and Seal Coat and Skin Patch, developed by public works`engineering staff, are attached to this memo. Cost Estimates are summarized in Table 1. Reconstruction is financed through City funds and Assessments. All residents of greater New Hope ultimately finance City funds through taxes and fees. Residents adjacent to the reconstruction pay assessments. Patch and Seal Coat and Skin Patch are financed strictly by City funds or all residents. The associated financing for each option is also summarized in Table 1. TABLE 1 PROJECT COSTS AND FINANCING SOURCES Improvement /Maintenance Project Costs Financing Option Citv Funds Assessments 60 Avenue Reconstruction Patch and Seal Coat Skin Patch $35,400.00 $17,000.00 53,620.00 50.00 $35,400.00 $17,000.00 53,620.00 $0.00 $0.00 Reconstruction costs represent a higher total cost and a higher cost to neighborhood residents because of assessments. However, reconstruction costs results in a longer expected street life. The most economical cost over a period of time is summarized in Table 2. 2 TABLE 2 ANNUAL COSTS Improvement /Maintenance Project Expected Annual Costs Option Costs Street Life Total Greater Neighborhood (years) Citv residents 60 Avenue Reconstruction 535,400 30 51,180 SO 51,180 Patch and Seal Coat S17,000 5 53,400 53,400 SO Typical Seal Coat` 56,100 5 51,220 51,220 SO Skin Patch 53,620 2+ 51,810 51,810 SO This represents bituminous milling and patching prior to seal coating. This would be the work required if the streets were included in the seal coating project in 1999. This represents the anticipated seal coating and minor patching costs if the streets were in c ood condition. A few items should be noted in Table 2: Both the Patch and Seal Coat and the Skin Patch are more expensive than the Typical Seal Coat Maintenance Project. This is why these streets were brought forward for reconstruction. The short-term cost of Skin Patching 60 Avenue is relatively similar to a Typical Seal Coat project. A 1999 patch and seal coat project on 60 Avenue would cost approximately 2 % times more than a typical seal coat project. RECOMMENDATIONS Based on the evaluation summarized in this memo, short-term maintenance options for 60 Avenue are slightly higher than typically anticipated. Public Works and Engineering staff recommend that: • The City undertake a project to reconstruct the streets in the West Area in 1999 west of the east line of Liberty Park • The City Patch and Seal Coat or Skin Patch 60 Avenue in 1999. The annual maintenance costs are slightly higher than typical. It is recommended reconstruction of 60 Avenue, as requested by residents, be coordinated with adjacent streets: Cavell, Decatur, and Ensign Avenues. It should be noted that 60 Avenue is more of a neighborhood collector, therefore, it does experience more traffic such that its condition may deteriorate quicker than local streets, which connect to it. 3 1999 SKIN PATCH COST ESTIMATE FOR THE EAST AREA AND 60 AVENUE 60" AVENUE Street Skin Patch 60 Avenue N 151 SY Total Quantity 151 SY Unit Prices 520.00 /SY Total Costs 53,020 20 1! o Contingency S600 TOTAL $3,620 1999 PATCH AND SEAL COAT COST ESTIMATE FOR THE EAST AREA AND 60 AVENUE 60 AVENUE Street Bituminous Concrete Curb Seal Coat Oil and Reset CB Patch and Mill Remove and Aggregate Castings Replace 60 Avenue N 151 SY 170 LF 3,900 SY Total Quantity 151 SY 170 LF 3,900 SY 0 Unit Prices S40.00 /SY $25.00/LF $1.00 /SY S500 Total Costs S6,040 $4,250 53,900 SO Subtotal $14,190 20% Contingency $2,810 TOTAL $17,000 APPENDIX F PRELIMINARY COST ESTIMATE 1999 Infrastructure Improvement Project PROJECT NO. 648 BRA File No. 34 -98 -815 Part 1 - West Area A.) Water Main Salvage existing hydrant EA 5 $850.00 $4,250.00 Connect New Water Services EA 60 700.00 42,000.00 Connect to existing water main EA 4 1,000.00 4,000.00 6" DIP CL. 52 water main, poly wrapped LF 3800 20.00 76,000.00 Improved pipe foundation LF 2500 2.50 6,250.00 6" gate valve and box EA 10 500.00 5,000.00 New Hydrant EA 5 1,300.00 6,500.00 Fittings LB 2600 1.50 3,900.00 Subtotal LF 2150 10.00 $147,900.00 + 5 % Contingencies EA 11 900.00 7,400.00 Subtotal EA 21 1,100.00 $155,300.00 + 25% Indirect Costs EA 4 1,000.00 38,800.00 Total - Part A - Water Main EA 4 800.00 $194,100.00 B.) Storm Sewer Erosion control LS 1 1,000.00 1,000.00 Remove ex. storm sewer pipe LF 1280 7.50 9,600.00 Remove structures EA 12 250.00 3,000.00 Connect to existing sewer EA 3 550.00 1,650.00 18" RCP, CL.5 LF 1025 28.00 28,700.00 15" RCP, CL.5 LF 1050 25.00 26,250.00 12" RCP, CL.5 LF 930 22.00 20,460.00 12" perforated drain pipe LF 265 24.00 6,360.00 4" perforated drain pipe LF 2150 10.00 21,500.00 Standard catch basin with casting EA 11 900.00 9,900.00 Standard catch basin manhole with casting EA 21 1,100.00 23,100.00 Standard manhole with casting EA 4 1,000.00 4,000.00 Standard yard drain with casting EA 4 800.00 3,200.00 Reconstruct manholes EA 2 1,400.00 2,800.00 Sump connections EA 20 375.00 7,500.00 Subtotal $169,020.00 + 5 % Contingencies 8,450.00 Subtotal $177,470.00 + 25% Indirect Costs 44,330.00 Subtotal 221,800.00 Storm Sewer Easement 5,000.00 Total - Part B - Storm Sewer $226,800.00 Page 1 C.) Liberty Park 11 1tern Unit Quantity Unit Price Total Remove bituminous trail SY 225 $4.00 $900.00 Reconstruct bituminous trail SY 750 14.00 10,500.00 New bituminous trail SY 225 14.00 3,150.00 Parking lane SY 200 18.00 3,600.00 Restoration LS 1 3,000.00 3,000.00 Aggregate case, class 5 Subtotal TN 6,700.00 $21,150.00 + 5 % Contingencies 1,050.00 Subtotal $22,200.00 + 25% Indirect Costs 5,550.00 Total - Part C - Liberty Park $27,750.00 D.1) Street - Bituminous Surface Item Unit Quantity Unit Price Tota Mobilization LS 1 $25,000.00 $25,000.00 Traffic control and signage LS 1 10,000.00 10,000.00 Reclaim pavement SY 15300 1.00 15,300.00 Type 41 wearing course TN 1450 27.00 39,150.00 Type 31 base course TN 1450 26.00 37,700.00 8" concrete street pavement SY 150 34.00 5,100.00 Pavement Markings LS 1 4,000.00 4,000.00 Geotextile fabric Subtotal SY 3,000.00 $1.00 $136,250.00 Aggregate case, class 5 + 5 % Contingencies TN 6,700.00 7.00 6,800.00 Adjust structures Subtotal LS 1.00 15,000.00 $143,050.00 + 25% Indirect Costs 35,750.00 Total - Part DA - Street - Bituminous Surface + 5% Contingencies $178,800.00 D.2) Street - Subgrade /Base Illtem Unit Quantity Unit Price Totaill Subgrade prep SY 18,000.00 $0.50 $9,000.00 Common excavation CY 7,100.00 8.00 56,800.00 Subgrade excavation CY 2,300.00 8.00 18,400.00 Select granular borrow CY 1,000.00 12.00 12,000.00 Geotextile fabric SY 3,000.00 $1.00 $3,000.00 Aggregate case, class 5 TN 6,700.00 7.00 46,900.00 Adjust structures Subtotal LS 1.00 15,000.00 15,000.00 Subtotal $161,100.00 + 5% Contingencies 8,000.00 Subtotal $169,100.00 +25% Indirect Costs 42,300.00 Total - Part D.2 - Street - Subgade /Base $211,400.00 D.3) Streets - Intern Unit Quantity Unit Price TotaIll Sawcut concrete pavement LF 500 $5.00 $2,500.00 Sawcut bituminous pavement LF 800 2.00 1,600.00 Remove bituminous pavement SY 800 2.00 1,600.00 Remove concrete pavement SY 650 7.00 4,550.00 3" wearing course for driveways SY 450 15.00 6,750.00 6" concrete driveway pavement SY 1000 25.0 25,000.00 Subtotal $42,000.00 + 5 % Contingencies 2,100.00 Subtotal $44,100.00 +25% indirect Costs 11,100.00 Total - D.3 - Streets - Driveways /Aproaches $55,200.00 Page 2 D.4) Streets - Concrete Curb and Gutter Remove Concrete Curb and Gutter LF 9400 $2.00 $18,800.00 8618 Concrete Curb and Gutter LF 9400 $7.00 $65,800.00 Topsoil borrow CY 1200 $10.00 $12,000.00 Sodding SY 12000 2.00 24,000.00 Subtotal $120,600.00 + 5 % Contingencies 6,000.00 Subtotal $126,600.00 + 25% Indirect'Costs 31,600.00 Total - D.4 - Streets - Concrete Curb and Gutter $158,200.00 Page 3 7 17T WORKLUND, CARUFEL LAC HENMAYER, INC. 2852 ANTHONY LANE SO., MINNEAPOLIS, MINNESOTA 55418 (612)781-0605 Fax: 781-7826 BRAD 13JORKLUND, MAI, SRA REAL ESTATE APPRAISERS AL CARUFEL, mAi & RON LACHENMAYER, SRA CONSULTANTS LESLIE J. (LEE) RACINE, JR., sRA February 14, 1997 City of New Hcpe c/o Jeannine Clancy 4401 Xylon Avenue North New Nape, Minnesota 55428-4898 Re: special Benefits to Residential Real Estate Dear Mrs. Clancy: In response to your request, we have carx1icted the required investigation, gathered the necessary data, and made certain analyses that has enabled us to form an opinion of the market value of the fee simple interest, before and after a street and u tilit y r econstruction project of the real property referenced abD Based on an inspection of the property and the investigation and analyses undertaken, we have formed the cp-uucn that as of January 23, 1997, and subject to the assumptions and limiting coriditicns set forth in this report, the three sarrple properties representing hares in four project areas have a special benefit as follows: Address After the Project Before-the Protect �ecial-Benefit 5920 Hillsboro Circle $119,500 $114,500 $5,000 5921 Hillsboro Avenue $119,500 $114,500 $5,000 7608 48th Circle North $129,000 $123,500 $5,500 The narrative appraisal report is limited because the interior of the hares was not examined, th owners w ere not ocntacted, and it is a summary report because there i s no t f reporting of all the statistical raw data in various study areas nor a description of the interior of the hares. Neveztheless the report that follows sets z L f orth the identification of the properties, the assumptions and limiting conditions, pertinent facts about the project, t h e area an d th su b j ect properties, oxparable data, the results of the investigations and analyses, and the reasoning leading to the conclusions. Respectively submitted, Brad 4BJorklind, MAI, SRA Certified General Real property Appraiser Minnesota License #4000377 BE/rak MORE THAN 80 YEARS FULL APPRAISAL SERVICES EEO /AA . ! `• , Vest Area Property Tvpe Number of Lots Total Assessable Assessable (Single Family ) Units Units Front Footage Single Family 60 i 60 60 4.950 Park (Liberty) 1,136.51 Multiple (5801 Ensign) j 4 2�� 60 C / I (Prudential Insurance 434.03 Company) Total Residential = 6,146.51 Commercial = 434.03 (1) Average — 82.5 F.F./Lot (2) 4 units or less — 30 F.F./Unit U LIBERTY PARK :. W Q W U Z W Z W CL W Z 2 59 VETN Q LEGEND WEST AREA BOUNDARY AREA INCLUDED - WEST AREA o , 4 aoo Sc.e in feet ®onestroo Rosene Anderlik & Associates Engineers & Architects STREET IMPROVEMENTS FIGURE 6 FEASIBILTY REPORT INFRASTRUCTURE IMPROVEMENTS K: \34 \34815 \34815F07.DWG NOVEMBER 1998 COMM. 3498815 0 R • • n i. L W r� z w . . _ LEGEND • Assessable Lots(60) 434 Street Front Footage —I Driveway Location LIBERTY a PARK z W Q ASSESSABLE ..O AR EA STREET IMPROVEMENTS FIGURE 7 FEASIBILITY REPORT INFRASTRUCTURE IMPROVEMENTS K: \34 \34815 \34815FO4.DWG NOVEMBER 1998 COMM. 3498815 0 t50 300 S7.1. in feet Bonestroo Rosene Anderlik 1 Associates Engineers & Architects - - -- i OT JAE N ----------------------- ------ ----- ir - - - - -- �r ------ - - - - -- --- - - it , < Q ° o < I ASSESSABLE ..O AR EA STREET IMPROVEMENTS FIGURE 7 FEASIBILITY REPORT INFRASTRUCTURE IMPROVEMENTS K: \34 \34815 \34815FO4.DWG NOVEMBER 1998 COMM. 3498815 0 t50 300 S7.1. in feet Bonestroo Rosene Anderlik 1 Associates Engineers & Architects Appendix H Preliminary Assessment Roll Infrastructure Improvements West Area City Project No. 648 Preliminary Assessment Roll A Assess based on estimated street construction costs. Assessable Assessment Total Front Parcel DescrLatLQn Footage Rate/F.F. 8ssessmen� Allan Hills Block 3, Lot 16 82.50 $57.70 $4.760 Block 3, Lot 17 82.50 $57.70 $4.760 Block 3. Lot 18 82.50 S57.70 $4.760 Block 4, Lot 1 82,50 $57.70 $4.760 Block 4 Lot 2 82.50 $57.70 $4.760 Block 4. Lot 3 82.50 $57.70 $4.760 Block 4. Lot 4 82.50 $57.70 $4,760 Block 4. Lot 5 82.50 $57.70 $4.760 Block 4. Lot G 82.50 $57.70 $4.768 Block 5 Lot 13 82.50 $57.70 $4.760 Block 5. Lot 14 82.50 $57.70 $4.760 Block 5. Lot 1G 82.50 $67.70 $4.760 Block 7. Lot 22 82.50 $57.70 $4.760 Block 7.Lot 23 82.50 $57.70 $4.760 Block 7. Lot 24 82.60 $57.70 S4,760 Liberty Park 1136.51 $57.70 $65,580 Jessen's Highland Hills Block i. Lot 1 82.50 $57.70 $4.760 Block 1. Lot 2 82.50 $57.70 $4.780 Block 1. Lot 3 82.50 $5770 $4.760 Block 1, Lot 82.50 $5T70 $4.760 Block 1. Lot 5 82.50 $57.70 $4.760 Block 1, Lot G 82.50 $57.70 $4.760 Block 1. Lot 7 82.50 $57.70 $4.760 Block 1. Lot 8 82.50 $57.70 $4.760 Block 2. Lot 1 82.50 S57.70 $4.760 Block 2 Lot 2 82.50 $57.70 Q4.760 Block 2, Lot 82.50 $57.70 $4.760 Block 2. Lot 4 82.50 $57.70 84.760 Block 2. Lot 5 82.50 $57.70 $4,760 Block 2. Lot 8 82.50 $57.70 $4.760 Block 3, Lot 1 82.50 $57.70 $4.768 Block 3. Lot 2 82.50 $67.70 $4.760 Block 3 Lot 3 82.50 $57.70 $4.780 Jessen's Highland Hills 2nd Addition Block 1, Lot 1 82.50 $57.70 $4,760 Block 1, Lot 2 82.50 $57.70 $4,760 Block 1, Lot 3 82.50 $57.70 $4,760 Block 1, Lot 4 82.50 $57.70 $4,760 Block 1, Lot 5 82.50 $57.70 $4,760 Block 1, Lot 6 82.50 $57.70 $4,760 Block 1, Lot 7 82.50 $57.70 $4,760 Block 1, Lot 8 82.50 $57.70 $4,760 Block 1, Lot 9 82.50 $57.70 $4,760 Block 1, Lot 10 82.50 $57.70 $4,760 Block 2, Lot 1 82.50 $57.70 $4,760 Block 2, Lot 2 82.50 $57.70 $4,760 Block 2, Lot 3 82.50 $57.70 $4,760 Block 2, Lot 4 82.50 $57.70 $4,760 Block 3, Lot 1 82.50 $57.70 $4,760 Block 3, Lot 2 82.50 S57.70 $4,760 Block 3, Lot 3 82.50 $57.70 $4,760 Block 3, Lot 4 82.50 $57.70 54,760 Block 3, Lot 5 82.50 $57.70 $4,760 Block 3, Lot 6 82.50 $57.70 $4,760 Sharon's Addition Block 1, Lot 1 36.53 (1) $86.55 $3,160 Block 2, Lot 1 82.50 $57.70 $4,760 Block 2, Lot 2 82.50 $57.70 $4,760 Block 2, Lot 3 82.50 $57.70 $4,760 Block 2, Lot 4 82.50 $57.70 $4,760 Block 2, Lot 5 82.50 $57.70 $4,760 Block 2, Lot 6 82.50 $57.70 $4,760 Block 2, Lot 7 82.50 $57.70 $4,760 Block 2, Lot 8 82.50 $57.70 $4,760 Block 3, Lot 1 325.48 {'� $86.55 $28,170 Outlot A 72.02 $86.55 $6,230 Meadow Lake Heights 1 st Addition Block 3, Lot 16 60.00 (2) $57.70 $3,460 Total $ 6,580.55 $392,200.00 6,146.51 Residential 434.04 Commercial (1) Commerciallindustrial assessable footage (2) Assessable footage equals 2 units @ 30 F.F. /unit Appendix H Preliminary Assessment Roll Infrastructure Improvements West Area City Project No. 648 Preliminary Assessment Roll B Assess based on estimated street construction costs less 50% curb and gutter reconstruction cost. - Assessable Front Assessment Total Parcel Description Fo otage Rate/F.F. Assessment arl� Block 3, Lot 16 82.50 $46.06 $3,800 Block 3, Lot 17 82.50 $46.06 $3,800 Block 3, Lot 18 82.50 $46.06 $3,800 Block 4, Lot 1 82.50 $46.06 $3,800 Block 4, Lot 2 82.50 $46.06 $3,800 Block 4, Lot 3 82.50 $46.06 $3,800 Block 4, Lot 4 82.50 $46.06 $3,800 Block 4, Lot 5 82.50 $46.06 $3,800 Block 4, Lot 6 82.50 $46.06 $3,800 Block 5 Lot 13 82.50 $46.06 $3,800 Block 5, Lot 14 82.50 $46.06 $3,800 Block 5, Lot 15 82.50 $46.06 $3,800 Block 7, Lot 22 82.50 $46.06 $3,800 Block 7, Lot 23 82.50 $46.06 $3,800 Block 7, Lot 24 82.50 $46.06 $3,800 Liberty Park 1136.51 $46.06 $52,350 Jessen's Highland Hills Block 1, Lot 1 82.50 $46.06 $3,800 Block 1, Lot 2 82.50 $46.06 $3,800 Block 1, Lot 3 82.50 $46.06 $3,800 Block 1, Lot 4 82.50 $46.06 $3,800 Block 1, Lot 5 82.50 $46.06 $3,800 Block 1, Lot 6 82.50 $46.06 $3,800 Block 1, Lot 7 82.50 $46.06 $3,800 Block 1, Lot 8 82.50 $46.06 $3,800 Block 2, Lot 1 82.50 $46.06 $3,800 Block 2, Lot 2 82.50 $46.06 $3,800 Block 2, Lot 3 82.50 $46.06 $3,800 Block 2, Lot 4 82.50 $46.06 $3,800 Block 2, Lot 5 82.50 $46.06 $3,800 Block 2, Lot 6 82.50 $46.06 $3,800 Block 3, Lot 1 82.50 $46.06 $3,800 Block 3, Lot 2 82.50 $46.06 $3,800 Block 3, Lot 3 82.50 $46.06 $3,800 Jessen's Highland Hills 2nd Addition Block 1, Lot 1 82.50 $46.06 $3,800 Block 1, Lot 2 82.50 $46.06 $3,800 Block 1, Lot 3 82.50 $46.06 $3,800 Block 1, Lot 82.50 $46.06 $3,800 Block 1, Lot 5 82.50 $46.06 $3,800 Block 1, Lot 6 82.50 $46.06 $3,800 Block 1, Lot 7 82.50 $46,06 $3,800 Block 1, Lot 8 82.50 $46.06 $3,800 Block 1, Lot 9 82.50 $46.06 $3,800 Block 1, Lot 10 82.50 $46.06 $3,800 Block 2, Lot 1 82.50 $46.06 $3,800 Block 2, Lot 2 82.50 $46,06 $3,800 Block 2, Lot 3 82.50 $46.06 $3,800 Block 2, Lot 4 82.50 $46.06 $3,800 Block 3, Lot 1 82.50 $46.06 $3,800 Block 3, Lot 2 82.50 $46.06 $3,800 Block 3, Lot 3 82.50 $46.06 $3,800 Block 3, Lot 4 82.50 $46.06 $3,800 Block 3, Lot 5 82.50 $46.06 $3,800 Block 3, Lot 6 82.50 $46.06 $3,800 Sharon's Addition Block 1, Lot 1 36.53 $69.09 $2,523 Block 2, Lot 1 82.50 $46.06 $3,800 Block 2, Lot 2 82.50 $46.06 $3,800 Block 2, Lot 3 82.50 $46.06 $3,800 Block 2, Lot 4 82.50 $46.06 $3,800 Block 2, Lot 5 82.50 $46.06 $3,800 Block 2, Lot 6 82.50 $46.06 $3,800 Block 2, Lot 7 82.50 $46.06 $3,800 Block 2, Lot 8 82.50 $46.06 $3,800 Block 3, Lot 1 325.48 �'� $69.09 $22,487 Outlot A 72.02 $69.09 $4,976 Meadow Lake Heights 1 st Addition Block 3, Lot 16 60.00 (2) $46.06 $2,764 Total $ 6,580.55 $313,100.00 6,146.51 Residential 434.04 Commercial (1) Commercial /industrial assessable footage (2) Assessable footage equals 2 units @ 30 F.F. /unit Project No. 648 Bulletin #1 Overview As you are aware by the work already started on Hillsboro Avenue, the City of New Hope is proceeding with the 1999 street/utility improvement project in the area north of Bass Lake Road and west of Boone Avenue. The project includes: Phase 1: • reconstruction of 60 Avenue between Hillsboro and Gettysburg Avenues; • reconstruction of Hillsboro Avenue between 59 and 60 Avenues; • reconstruction of Hillsboro Circle. Phase 2: • reconstruction of Gettysburg Avenue between Bass Lake Road and 60 Avenue; • reconstruction of Gettysburg Circle. Phase 3: • reconstruction of 59 Avenue west of Gettysburg Avenue. Included with the street reconstruction will be the replacement of water mains in the area and upgrades to the storm water collection system in the neighborhood. In recent years this neighborhood has experienced numerous failures of the water mains and problems with the storm water drainage system. These improvements are intended to correct these situations and eliminate the need for future street excavations. Also included in the project is the improvement of trails within Liberty Park. Some trail segments will be eliminated to improve user safety, and others will be extended to provide access to the ballfield. Part of the improvements to Gettysburg Avenue will include providing a parking lane along the east side of the street adjacent to the basketball court in the park. Project Schedule The New Hope City Council awarded the contract for 1999 Infrastructure Improvements to Thomas and Sons Contracting, Incorporated at the May 10 Council meeting. The contractor started construction on the project May 18 and is estimated to complete the street and utility phase of the project in late October. The restoration work, including sod and application of the base course of bituminous, will be completed in the fall. The bituminous wear course will be placed in the spring of 2000. Construction Hours Standard construction hours will be between 7:00 a.m. and 9:00 p.m., Monday through Friday, and 9:00 a.m. and 7:00 p.m. on Saturday. All work, including mobilization of equipment, will take place during these time periods. 5/20/99 Property Access While short term street closures may occur, access to all homes will be restored at the end of each work day. If for some reason access cannot be restored at the end of the work day, the Public Works Department will be coordinating with the New Hope Police Department to allow for on- street parking in the area for that night. Driveways The project includes driveway apron replacement. The driveway apron will be approximately 8 feet behind the curb and gutter and will be constructed in concrete. If you are interested in additional concrete driveway reconstruction, you can contact the street contractor at (612) 428 -2229. If you are interested in bituminous reconstruction, contact the Project Engineer. School The City has notified the School District of this project. It is the City's intention to maintain access for all neighborhood school buses. Mail Service Temporary mailboxes for Phase 1 have been located at 60 Avenue and Hillsboro Avenue. This was coordinated with the U.S. Postal Service. The City has also notified local newspapers of this change. The location of temporary mailboxes for future phases has yet to be determined. Garbage Access will be maintained for garbage service haulers to ensure garbage pickup. The contractor will make arrangements with the Sprinkler Systems The City's intent is to minimize disruption to lawn sprinkler systems. However, curb and gutter replacement, storm sewer construction, and water services will impact some systems. Please call the Project Engineer if you have a sprinkler system on your property. He will discuss the potential impact to your system. Sump Connections Some residents have requested sump pump connections to the storm sewer. The City will provide a connection point, if feasible. Please contact the Project Engineer if you may be interested in this type of connection. Temporary Water Service During the water main replacement, water service will be provided to each home via a temporary water service. This above ground line will be located along the boulevard. Access to driveways will be provided across the temporary service. It is expected that temporary service will be necessary for several weeks until the permanent service is restored. You will receive a notice and hook -up procedure when you are required to switch to the temporary service. Page 2 1999 INFRASTRUCTURE IMPROVEMENT PROJECT Should you encounter any problems with this temporary service please contact either Larry Ramler, Project Superintendent, at 559 -2922, Rob Dietman, Utility Foreman, at 867 -6190 or the New Hope Police Department's non - emergency number at 531 -5170. Additional project bulletins will be mailed updating you on the progress of the project. Project Contacts Please contact Vince or Tom with project concerns or questions. • Vince VanderTop Project Engineer- • Tom Schuster Contract Manager In case of an emergency contact: • Larry Ramler • Rob Dietman • New Hope Police Dept. Construction Superintendent Construction Foreman City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 (651) 604 -4790 (612) 533 -4823 ext. 13 (612) 559 -2922 (612) 867 -6190 (612) 531 -5170 Page 3 PROJECT BULLETIN #2 CITY OF NEW HOPE PROJECT BULLETIN #2 1999 INFRASTRUCTURE IMPROVEMENT PROJECT City Project No. 648 Project Status The 1999 Infrastructure Project is proceeding despite wet weather this summer. 5o far, the work has been occurring on phase one consisting of 60 Avenue, Hillsboro Avenue and Hillsboro Circle. The water main on these streets has been replaced and is being tested to assure that it can maintain water pressure. Once the water main meets the necessary standards, installation of the storm sewer and drain tile on these streets will begin. As soon as this utility work is completed the street will be put back together to the point that residents living on these streets can easily get to and from their homes. If the weather cooperates, this may be accomplished in the next few weeks. Unfortunately, the weather the last few weeks has been unusually wet, causing construction delays and the job site to be quite muddy and hard to get through. Thank you for your patience and cooperation with the inconveniences associated with construction. The contractor has started to mill the bituminous (grinding the blacktop) from Gettysburg Avenue and Gettysburg Circle. This is done in preparation for water main replacement in these streets. The milling was done at this time because a machine was available allowing the work to be done last week, even during the wet weather. Although a portion of Gettysburg Circle and Gettysburg Avenue have been milled, no other construction activity will be occurring on these streets until all utility work is completed, the streets are completely passable, and storm water can be collected from Hillsboro Circle, Hillsboro Avenue, and 60 Avenue. In the mean time, traffic can drive and park on the milled sections of Gettysburg Avenue as if it were a gravel road. Upcoming work Once phase one streets, 60 Avenue, Hillsboro Avenue, and Hillsboro Circle, are completely passable, the construction work will shift to phase two, Gettysburg Circle and Gettysburg Avenue. There will be a time, however, when work will be occurring on streets in both phases at the same time. The final phase, 59 Avenue, will be constructed only when utility work is completed on phase two, Gettysburg Avenue. This work was originally scheduled to begin in early July but has been pushed back by recent weather delays. Contact Persons If you have questions or concerns during the street and utility improvement project, please direct your calls to Vince VanderTop, Project Engineer, at (651) 604 -4790 or Tom Schuster, Contract Manager, at (612) 533 -4823, ext. 13. City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 Phone: 531 -5100 June 15, 1999 PROJECT BULLETIN #3 CITY OF NEW HOPE PROJECT BULLETIN #3 1999 INFRASTRUCTURE IMPROVEMENT PROJECT City Project No. 648' Introduction The intent of this project bulletin is to update residents on the status of the 1999 Infrastructure Project. After a slow start due to wet weather, the project is proceeding steadily. Thank you for your patience and cooperation with the inconveniences associated with construction. Work Completed The first phase of the project was the reconstruction of Hillsboro Avenue, Hillsboro Circle, and 60 Avenue between Hillsboro and Gettysburg. New water mains and storm sewers were installed before these streets were reconstructed. Curbing and the base coat of asphalt have been placed along these streets. After the streets in phase one became passable again, construction shifted to Gettysburg Avenue and Gettysburg Circle. Utility installation is being completed at this time, and curb is being installed. The new curb along Gettysburg Avenue has been installed so as to provide for a parking lane along Liberty Park. Water main installation has begun along 59 Avenue. A new storm sewer pipe was placed south of 59 Avenue. When the project is completed, this pipe will move storm runoff from 59 Avenue to an existing storm sewer along the west end of the Prudential property. During the project it was determined that the water main serving 60th Avenue between Gettysburg and the east end of Liberty Park was also in need of replacement. This additional work has been added to the project. Upcoming work Work will continue on Gettysburg Circle and Gettysburg Avenue until they are completely passable. When this occurs, the construction work will shift to phase three, 59' Avenue. The water main serving 60' Avenue will be replaced after the work on 59' Avenue nears completion. As with earlier phases of this project, households impacted by water main reconstruction will receive their water via temporary, above ground water services. The trails in Liberty Park will be addressed toward the end of the project. Once all the curb is placed, the area behind the curb will be back - filled and sodded. There has been some concern about the condition of the back -fill soil being used. The contractor assures us that the soil will be raked and the debris removed before the sod is placed. The wear course, the final layer of asphalt, will be placed on the streets next summer. Allowing the base course of bituminous to go through the winter season allows engineers and City staff to detect any soft spots or settling of the subgrade below the street surface. Any needed repairs can then be made before the wear course is applied in the spring, resulting in a better final product. Contact Persons If you have questions or concerns during the street and utility improvement project, please direct your calls to Vince VanderTop, Project Engineer, at (651) 604 -4790 or Tom Schuster, Contract Manager, at (612) 533 -4823, ext. 13. City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 Phone: 531 -5100 ProjecW648T13#3 8-9 -99 Aug. 9, 1999 PROJECT BULLETIN #4 CITY OF NEW HOPE PROJECT BULLETIN #4 1999 INFRASTRUCTURE IMPROVEMENT PROJECT City Project No. 648`' Introduction The intent of this project bulletin is to update residents on the status of the 1999 Infrastructure Improvement Project. Most of the construction scheduled for 1999 has been completed. Thank you for your patience and cooperation during this project. Work Completed All the necessary water main and storm sewer replacement work in the project area has been completed. New curbs and driveway aprons have been installed, and the base coat of asphalt has been applied to the streets. Some of the old trails in Liberty Park have been eliminated and others have been upgraded and improved. Many of the disturbed areas and boulevards within the project area have been sodded. i. The remaining restoration work, including the placement of sod, will be completed in the next few weeks. The disturbed areas in Liberty Park will also be restored. The streets will be swept clean this fall but the wear course, the final layer of asphalt, will not be placed on the streets until next summer. Allowing the base course of bituminous to go through the winter season allows engineers and City staff to detect any soft spots or settling of the subgrade below the street surface. Any needed repairs can then be made before the wear course is applied in the spring, resulting in a better final product. Important notes Now that the entire project area has been paved and all the driveway entrances have been repaired, the New Hope Police Department will once again start to enforce the on- street parking regulation. The regulation prohibits parking a vehicle on City streets between the hours of 2 a.m. and 6 a.m. On- street parking had been allowed during the project because the construction prevented some homeowners from getting to their driveways. Enforcement of the on- street parking ban in the project area will go into effect October 17, 1999. The contractor is responsible for the new sod placed as part of this improvement project for the first 60 growing days. Due to the time of year the sod was placed, these 60 growing days (as defined by MN Dot standards) will extend into next spring. Anything that you, as property owners, can do to help with the establishment of this sod will ensure healthy looking lawns in the future. You are encouraged to water the new sod on a regular basis, this fall as well as next spring. Property owners are advised to avoid mowing the new sod this fall. If mowing becomes necessary, the cutting height of the lawn mower should be raised for the first few cuttings. Once the sod has been inspected and accepted by the City next spring, it will be the homeowner's responsibility to continue care and maintenance of the sod that was placed as part of this project. Oct. 6, 1999 Projects \648 \PB#4 10 -6 -99 Contact Persons If you have questions or concerns about the street and utility improvement project, please direct your calls to Vince VanderTop, Project Engineer, at (651)604-4790 or Tom Schuster, Contract Manager, at (612)533-4823, ext. 13. City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 Phone: 531-5100 PROJECT BULLETIN #5 CITY OF NEW HOPE PROJECT BULLETIN #5 1999 INFRASTRUCTURE IMPROVEMENT PROJECT City Project No. 648 Introduction The intent of this project bulletin is to update residents on the status of the 1999 Infrastructure Improvement Project. The project will be completed later this year. Thank you for your patience and cooperation during this project. Upcoming work Even though all the snow has melted, the streets in the project area will not be swept until late in April when the City conducts its annual spring street sweeping. The street sweeping is scheduled for then so that we are beyond the normal date of the last snow plowing and sanding operation. The wear course, the final layer of asphalt, will be placed on the streets this summer. Allowing the base course of bituminous to go through this past winter season will allow engineers and City staff to detect any soft spots or settling of the subgrade below the street surface. Any needed repairs can then be made before the wear course is applied, resulting in a better final product. The contractor is responsible for the new sod placed as part of this improvement project for the first 60 growing days. Since the sod was placed last fall, these 60 growing days (as defined by MN Dot standards) will expire June 1, 2000. Anything that you, as property owners, can do to help with the establishment of this sod will ensure healthy looking lawns in the future. You are encouraged to water the new sod on a regular basis. When mowing becomes necessary, the cutting height of the lawn mower should be raised for the first few cuttings. Once the sod has been inspected and accepted by the City, it will be the homeowner's responsibility to continue the care and maintenance of the sod that was placed as part of this project. Important note The City has received several calls from residents in the neighborhood stating that they were told that the City would "forgive" part of their water bill because they watered the new sod. Unfortunately, this is not the case. The City cannot reduce or forgive anyone's water bill because they have watered new sod. The City wishes to apologize for any misinformation that may have been provided by individuals working for the contractor. Contact Persons If you have questions or concerns about the street and utility improvement project, please direct your calls to Vince VanderTop, Project Engineer, at (651)604 -4790 or Tom Schuster, Contract Manager, at (763)533 -4823, ext. 13. City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 Phone: 531 -5100 Mar. 23, 2000 PROJECT BULLETIN #6 CITY OF NEW HOPE PROJECT BULLETIN #6 1999 INFRASTRUCTURE IMPROVEMENT PROJECT City Project No. 648 Introduction The intent of this project bulletin is to update residents on the status of the 1999 Infrastructure Improvement Project. The project will be completed later this year. Thank you for your patience and cooperation during this project. The contractor has indicated that they will be in the area soon to start raising the man holes. They will also be doing some minor corrections and addressing punch list items. All of this work is being done in preparation for the placement of the wear course on the streets. The wear course, the final layer of asphalt, will be placed on the streets early this summer. This has been an early and unusually dry spring. Residents are encouraged to water the new sod placed during this project on a regular basis. The contractor is responsible for the new sod for the first 60 growing days. Since the sod was placed last fall, these 60 growing days (as defined by MN Dot standards) will expire June 1, 2000. Anything that you, as property owners, can do to help with the establishment of this sod will ensure healthy looking lawns in the future. When mowing becomes necessary, the cutting height of the lawn mower should be raised for the first few cuttings. Once the sod has been inspected and accepted by the City, it will be the homeowner's responsibility to continue the care and maintenance of the sod that was placed as part of this project. Contact Persons If you have questions or concerns about the street and utility improvement project, please direct your calls to Vince VanderTop, Project Engineer, at (651)604 -4790 or Tom Schuster, Contract Manager, at (763)533 -4823, ext. 13. City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 Phone: 531 -5100 Projects \648 \PB #6 4 -17 -00 April 17, 2000 I Originating Department Approved for Agenda Agenda Section Public Works 05/10/99 Development & Planning Item No. BY Guy Johnson BY 1; / 1 8.1 RESOLUTION AWARDING CONTRACT FOR THE CONSTRUCTION OF IMPROVEMENT PROJECT NO. 648A-WEST AREA (1999 Infrastructure Improvement Project) REQUESTED ACTION Staff requests approval of a resolution awarding the base bid, plus the alternate, to the low and responsible bidder, Thomas and Sons Construction Company, in the amount of $943,556.90. BACKGROUND The 1999 Street Infrastructure Project includes: • Reconstruction of 60 Avenue between Hillsboro and the east side of Liberty Park. • Reconstruction of Hillsboro Avenue between 60 and 59 Avenues, including Hillsboro Circle. • 591h Avenue between Independence and Gettysburg Avenues. • Gettysburg Avenue between 60 Avenue and Bass Lake Road. • Off-street parking and trail improvements in Liberty Park. • Reconstruction of the intersection at Gettysburg and 59 Avenues to address traffic flow issues. • Construction of new water main and storm sewer pipe. • Gettysburg Circle is included in as an alternate. The proposed project schedule is: • Assessment Public Hearing • Award Contract (at Council meeting) • Begin Construction May 10, 1999 May 10, 1999 May 24, 1999 E03 " F : I I:RFA\Pubworks\648AResolutionAwardingContract Request for Action Awarding Contract for Project No. 648 May 10, 1999 Page 2 FUNDING Thomas and Sons' bid for construction of the project was $943,556.90. If the Gettysburg Circle Alternate is not included, the total proposed project cost would be reduced by an estimated $102,441.15. In accordance with New Hope's Assessment Policy, the breakdown of revenue sources to offset the project costs are: • Assessment Amounts $ 325,393 • City Property Assessment Amounts 65,327 • Minimum City Project Costs 788,726 Total Minimum Project Costs $ 1,179,446 Proposed revenue sources for the City's Project Costs are City Bonding, Storm Water Utility Fund, and Water /Sewer Utility Fund. TTACHMENTS A memorandum is attached that reviews some of the options for the project. The memorandum also reviews the status of the easements necessary for the storm sewer work. The attached resolution awards the contract for the construction of Improvement No. 648A.. I: RFA\Pubworks\648AReso I utionAward ingContract RESOLUTION NO 99- 85 RESOLUTION AWARDING CONTRACT FOR THE CONSTRUCTION OF IMPROVEMENT NO. 648A - WEST AREA (1999 Infrastructure Improvement Project) BE IT RESOLVED by the City Council of the City of New Hope as follows: 1. That bids for the construction of the 1999 Infrastructure Improvement No. 648A - West Area were duly opened at the New Hope City Hall, 4401 Xylon Avenue North, at 11:15 o'clock a.m. on the 1 day of April, 1999, as heretofore authorized by this Council. 2. That advertisement for bids for the construction of said improvement was published in the New Hope - Golden Valley Sun -Post, the official newspaper of the City, on the 3 day of March, 1999, and in The Construction Bulletin on the 26 day of February and 5 day of March, 1999. 3. It is hereby found and determined by this Council that the bid of Thomas & Sons Construction, Inc., for the construction of said project in the amount of $943,556.90 is the lowest responsible bid submitted for the construction of said improvement; that Bonestroo, Rosene, Anderlik & Associates, Inc., Engineers for the City, have recommended to this Council the said low bid for the award of the contract for the construction to the designated lowest responsible bid. 4. The Mayor and Manager are authorized and directed to enter into an improvement contract for the construction of said improvement in the name of the City with the lowest responsible bidder, subject to the said contractor furnishing a public contractor's surety bond, conditioned as required by law. Adopted by the Council this 10' day of May, 1999. Attest: LLt�4 Z4� Valerie Leone, City Clerk PAAmo y\Cah Resolution \648A - Resolution (Awarding Conaw).wpd �v Z_�Z W. Peter Enck, Mayor -1- Bonestroo, Rosene, Anderl!k and Associates, Inc. is an Affirmative Action /Equal Opportunity Employer Principals: Otto G. Bonestroo, RE. • Joseph C. Anderlik, P.E. • Marvin L. Sorvala, P.E. Glenn R. Cook, P.E. • Robert G. Schunicht, P.E. • Jerry A. Bourdon, P.E. Robert W. Rosene, PE., Richard E. Turner, PE. and Susan M. Eberlin, C.P.A., Senior Consultants Associate Principals: Howard A. Sanford, PE. • Keith A. Gordon, P.E. • Robert R. Pfefferle, P.E. Richard W. Foster, P.E. • David O. Loskota, P.E. • Robert C. Russek, A.I.A. • Mark A. Hanson, P.E. Michael T. Rautmann, P.E. • Ted K.Field, P.E. • Kenneth P. Anderson, P.E. • Mark R. Rolfs, P.E. - Sidney P Williamson, RE., L.S. • Robert F. Kotsmith • Agnes M. Ring • Allan Rick Schmidt, P.E. Offices: St. Paul, Rochester, Willmar and St. Cloud, MN • Milwaukee, WI Engineers & Architects Website: www.bonestroo.com ME MORAND UM To: Guy Johnson From: Mark Hanson, Vince Vander Top Subject: 1999 Street Improvement — West Area City Project No. 648, Our File No. 34 -98 -815 Date: May 5, 1999 Once the Assessment Hearing for the above project is closed and the assessment roll is adopted, it is recommended that the contract award be made to Thomas & Sons Construction, Inc for $943,556.90. The contract award is based on the following: • Alternate No. 1, which includes water main, storm sewer, and street reconstruction in Gettysburg Circle ($102,44i.15). The existing water main in Gettysburg Circle is cast iron pipe; therefore, it is recommended that the water main reconstruction in Gettysburg Circle be included. • It has been stated that the street reconstruction in Gettysburg Circle is premature based on its condition. However, the recent surface evaluation did indicate a greater deterioration over the last two years. In addition, based on the cost advantage of reconstructing Gettysburg Circle now versus later, it is recommended that Gettysburg Circle be included, • Water main reconstruction in 49 Avenue at CP Rail railroad crossing ($21 • The backyard drainage improvements in Gettysburg Circle and Hillsboro Circle have been reviewed with affected residents and they all would like backyard drainage improvements constructed and are agreeable to grant the easement. The backyard drainage improvement east of Gettysburg Avenue is agreeable to the property owner on Gettysburg Circle, provided the residents along Ensign Avenue agree that there is a need for the storm sewer. We are presently reviewing this improvement with the affected residents on Ensign Avenue. • The storm sewer construction from 59 Avenue south through the Prudential Property has been reviewed with the affected property owners on 59 Avenue. Because this storm sewer does not provide them benefit, staff has verbally offered $1,000 to each property owner for easement compensation based on $1.501 sq. ft. Both property owners have stated that they will grant the easement based on compensation equal to their assessment, which is more than the value of the easement at $1.501 sq. ft. An alternative storm sewer alignment does exist which would construct the storm sewer one lot line to the east within an existing utility easement; however, tree removal is required. This alternate is disruptive and not agreeable to the property owners. At this time, Staff recommends that City Council authorize up to 2335 West Highway 36 ■ St. Paul, MN 55113 • 651 - 636-4600 ■ Fax: 651 -636 -1311 $2,000 towards easement acquisition ($1,000 to each property owner) allowing Staff to continue to negotiate with the property owners. It is likely that additional compensation may be requested. The additional compensation will be further reviewed with Staff. aonestroo. Rosene, Andetlik and Associates, Inc. is an Affirmative Acton, /Equ;rl Opportunity Ermpfoyer lnncipaio : Otto G. Bonestroo. PE. • Joseph C. Anderlik, P.E. • Marvin L. Sat vala, P.E, Clenn R. Cook, P.E. • Robert G- Schunicht, P.E. • Jerry A. Bourdon, RE. Robert U,? RoSene. PG . RLrharcl r ruiner, PE and Susan M. Eberlrn, C.P.A., Senior Consultants Assn; -rc PnnCipals. Floavard A. Sanford, P.E. Keith A. Gordon, RE, • Robert R. Pfefferle, P.E. R,, h.rra W Foster, PE. • U i,, O. Loskota, P.E. Robert C. Russek, A.LA. • Mark A. Hanson, P.E. Michael f Rdutm<inn, PE. - red K.Field, P.E. • Kenneth P. Anderson, P.E. • Mark R. Roll's, P.E. Sidney P Williamson, P.E., L.S. - Robert F Kotsmith • Agnes M_ Ring • Allan Rick Schmidt, P.E. Ofhccs: St. Peul, Rochester, Willmar end St. Cloud, MN • Milwaukee. WI Websttc wvww- bonestroacorn May 11, 1999 Mr. Steven J. Thomas Jr. Thomas & Sons Construction 13925 Northdale Blvd. PO Box 303 Rogers, MN 55374 -0303 Re: City of New Hope 1999 Street Improvement Project, West Area Client Project No. 648 BRA File No. 34 -98 -815 Dear Mr. Thomas Jr.: Enclosed are five (5) copies of the contract documents between you and the City of New Hope covering the above - referenced project. Please have your bonding company complete pages 51 through 61 of the Conditions of the Contract. The insurance and indemnity requirements of pages 13, 14, 15, & 16 shall be provided. After the bonding company has completed the documents, forward them to the attorney listed below who will review them for the City of New Hope. Mr. Steven Sondrall Edinborough Exec Office Plaza Suite 203 Brooklyn Park MN 55443 -1993 After the necessary officials have signed the contracts, the city clerk will distribute them as follows: 2 copies Thomas & Sons Construction (1 - your file, l - your bond company) I copy City of New Hope, Attn: Ms Shari French 1 copy Mr. Steven Sondrall, Attorney 1 copy Bonestroo & Associates, Attn. Vince Vander Top Upon receipt of a signed contract and a filed Certificate of Insurance, approved by the City of New Hope's Attorney, a pre - construction conference will be scheduled with you and the City of New Hope to review the project. After the pre - construction conference, you will be issued a Notice to Proceed with the work as outlined in the drawings and specifications. Yours very truly, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. Vince Vander Top, P. VTV :jets Enclosures: 5 cc: Mr. Steven Sondrall, Client Attorney Ms. Shari French, City of New Hope \\2DA "I'A \EVEN \34 \3498815 \WordWew Hope cont ltr.doc 2335 West Highway 36 ■ St. Paul, MN 55113 ■ 651-636 -4600 ■ Fax: 651 -636 -1311 May 21, 1999 4401 Xylon Avenue North New Hope, Minnesota 55428 -4898 Thomas and Sons 13925 Northdale Blvd. Rogers, MN 55374 -0303 City Hall. 612 -531 -5100 Police: 612 - 531 -5170 Public Works: 612 - 533 -4823 TDD: 612 - 531 -5109 SUBJECT: 1999 STREET IMPROVEMENTS - WEST AREA (IMPROVEMENT PROJECT NO. 648 City Hall Fax: 612 -531 -5136 Police Fax: 612 - 531 -5174 Public Works Fax 612- 533 -7650 Fire Dep't, Fax: 612 -531 -5175 Enclosed are two fully executed copies of the contract documents for New Hope Project No. 648. One copy is for your records and the second copy should be transmitted to your bonding company. This contract was awarded by the New Hope City Council on May 10, 1999, for $943,556.90. Enclosed is return of your bid bond. Also enclosed is a "Withholding Affidavit for Contractors" (IC -134 form). We cannot make final payment to contractors until this is approved by the Minnesota Department of Revenue and submitted to our office (Minnesota Statute 290.97). The form contains instructions for completion. Sincerely, I, yn1 Valerie Leone City Clerk, CMC enc. cc: Mark Hanson, City Engineer Steve Sondrall, City Attorney Guy Johnson, Acting Director of Public Works Tom Schuster, Contract Manager Family Styled City ,^ For Family Living JyU �� OFFICIAL FILE COPY Bonestroo Rosene Anderiik & Associates Engineers & Architects ADDENDUM #'> 1999 IMPROVEMENTS L OU WEST AREA # March 30, 1999 Number of Pages 4 (includes this sheet) Please acknowledge receipt of this Addendum by signing and faxing this page back to Bonestroo & Associates at Fax No. (651) 636 -1311 as soon as you receive it. Company Name Date 3498815 ADDENDUM NO. 1 Attached Proposal Pages Bonestroo JA Rosene Anderlik & Associates Engineers & Architects ADDENDUM NO. 1 WEST AREA WATER MAIN, STORM SEWER, CONCRETE CURB AND GUTTER AND STREET RESURFACING CITY PROJECT NO. 648 FILE NO. 34-98-815 NEW HOPE, MINNESOTA March 30, 1999 Opening Time: 11:15 A.M. C.S.T. Opening Date: Thursday, April 1, 1999 Bidder shall acknowledge receipt of this Addendum on the Proposal form. - a 7,TT*M I Attached to this addendum are revised Proposal pages P-5(R) and P-6(R). These pages should be used for bidding purposes. Item No. 80 - CY is changed to LF - Payment is per 6-inch depth. Item No. 89 - Line clarified If you have any questions on this project, please call Vince Vander Top at (651) 604- 4790. Bonestroo, Rosene, Anderlik and Associates, Inc. 2335 West Highway 36 St. Paul, Minnesota 55113 (651) 636-4600 3498815 ADDENDUM NO. I Attached Proposal Pages No. Item Units Qty Unit Price 70 Tree removal EA 1 $ $ 71 Reconstruct existing MH at 60th Ave. and Gettysburg Ave. LS I $ S Total Part C -Storm Sewer $ Part D -Water Main 72 Temporary water main LS 1 S S 73 Remove water main LF 3,810 S $ 74 Salvage Hydrant EA 5 S $ 75 Remove water valve box EA 7 S $ 76 Connect to existing water main EA 4 S $ 77 8" x 6" cut -in w /6" G.V. and box EA 2 $ $ 78 Connect to existing water service EA 49 S S 79 6" DIP water main, Class 52 poly wrapped LF 3,810 S $ 80 Improved pipe foundation, Coarse Filter Aggregate Mod (CV) LF 2,500 S $ 81 6" gate valve and box, in place EA 10 $ $ 82 Hydrant EA 5 $ $ 83 Ductile iron fittings LB 2,600 S $ 84 1" Type "K" copper water service LF 1,500 S $ 85 1 " curb stop and box EA 49 S $ . 86 1" corporation stop EA 49 S $ . 87 Mechanical trench compaction LF 5,310 S $ . 88 Sawcut, remove bituminous pavement and bituminous patch Independence Ave SY 70 S S Total Part D -Water Main S . Total Price 3443315pro.xis P -5(R) No. Item Units Qty Part F 49th Avenue- Jacking Water Part E - Liberty Park - Trail 89 Remove bituminous path and aggregate SY 96 base SY 90 Bituminous wear course, pathway and EA 98 aggregate base SY 91 Bituminous wear course, remove and EA 100 replace, salvage aggregate base SY 92 Parking Lane SY 93 Topsoil borrow CY 94 Seeding AC 104 Total Part E - Liberty Park - Trail LF Part F 49th Avenue- Jacking Water 37 S 150 S 400 S 300 S 100 S 1S 170 S 20 S 2S 20 S 2S 115 S 3S 170 S 20 S 50 S Unit Price Total Price S S S S S S S S S S S S S 349881 Spro.xis P -6(R) Main 95 Remove bituminous pavement SY 96 Remove concrete curb and gutter LF 97 Remove water valve EA 98 B618 concrete curb and gutter LF 99 8" gate valve and box, in place EA 100 8" DIP water main, Class 52 LF 101 Connect to existing 8" water main EA 102 Bituminous wear course, patching, Type 41 SY 103 Sodding, lawn type SY 104 20" steel casing pipe LF Total Part F -49th Avenue- Jacking Water Main 37 S 150 S 400 S 300 S 100 S 1S 170 S 20 S 2S 20 S 2S 115 S 3S 170 S 20 S 50 S Unit Price Total Price S S S S S S S S S S S S S 349881 Spro.xis P -6(R) 1999 STREET IMPROVEMENTS WEST AREA WATER MAIN, STORM SEWER, CONCRETE CURB AND GUTTER AND STREET RESURFACING CITY PROJECT NO. 648 FILE NO. 34-98-815 NEW HOPE, MINNESOTA 1999 TABLE OF CONTENTS Table of Contents Advertisement for Bids Information to Bidders Proposal Special Provisions 0564. Paint Pavement Markings — Specific Requirements 0565. Division SS - Revise Signal System 1700. Adjust Miscellaneous Structures - Specific Requirements General Requirements 2101. Clearing and Grubbing — Specific & General Requirements 2104. Removing Miscellaneous Structures - Specific & General Requirements 2105. Excavating and Embankment - Specific & General Requirements 2108. Full Depth Reclamation - Specific & General Requirements 2112. Subgrade Preparation — Specific & General Requirements 2123. Equipment Rental - Specific & General Requirements 2130. Application of Water - Specific & General Requirements 2211. Aggregate Base - Specific & General Requirements 34-98-815 T-1 TABLE OF CONTENTS 2331. Plant-Mixed Bituminous Pavement - Specific & General Requirements 2502. Subsurface Drains - Specific Requirements 2531. Concrete Curb and Gutter - Specific Requirements General Requirements 2575. Turf Establishment - Specific Requirements General Requirements 2800. Bituminous Street Repair - Specific & General Requirements 4100. Geotextiles for Reinforcement of Subgrade - Specific & General Requirements 23,000. Water Main - Specific Requirements General Requirements 24,000. Sewers - Specific Requirements General Requirements 25,000. Sewer and Water Service Lines - Specific Requirements General Requirements Construction Bar Schedule Form Conditions of the Contract 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 State of Minnesota. Vincent T. Vander Top, .E. Date: February 22,1999 Reg. No. 25770 34-98-815 T-2 TABLE OF CONTENTS ADVERTISEMENT FOR BIDS Sealed bids will be received by the City of New Hope, Minnesota in the City Hall at 4401 Xylon Avenue until 11:15 A.M., C.S.T., on Thursday, April 1, 1999, at which time they will be publicly opened and read aloud for the furnishing of all labor and materials and all else necessary for the following: West Area — 49' Avenue, 59 Avenue 60"' Avenue, Gettysburg Avenue, Hillsboro Avenue Liberty Park. 1999 Infrastructure Improvements — Project No. 648 3,800 LF 6" Water Main 3,000 LF 12" -18" Storm Sewer 16,000 SY Reclaim Bituminous Surface 7,100 CY Common Excavation 6,700 TN Class 5 Aggregate Base 2,900 TN Bituminous Surfacing 9,600 LF Remove & Replace Concrete Curb and Gutter 50 LF Jacked 8" Water Main 975 SY 8' Bituminous Trail Plans and specifications, proposal forms and contract documents may be seen at the office of the City Clerk, New Hope Minnesota, and at the office of Bonestroo, Rosene, Anderlik & Associates, Inc., Consulting Engineers, 2335 W. Trunk Highway 36, St. Paul, MN 55113, (612) 636-4600. Each bid shall be accompanied by a bidder's bond naming 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 rialit to retain the deposits of the three lowest bidders for a period not Z71 to exceed 45 days after the date and time set for the opening of bids. No bids may be withdrawn for a period of forty-five (45) 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 forms may obtain them from the office of Bonestroo, Rosene, Anderlik & Associates, Inc., upon payment of a non-refundable fee of $35.00. See "Information to Bidders" for plan/specification fee policy. The City Council reserves the right to reject any and all bids, to waive irregularities and informalities therein and further reserves the right to award the contract to the best interests of the City. Daniel Donahue, Manager City of New Hope, Minnesota 34-98-815 ADVERTISEMENT FOR BIDS 1. BID PROPOSAL: Each planholder has been furnished a specification, plan set and one extra proposal. Bids shall be submitted on the separate Proposal Form designated "BID COPY ". The Proposal containing the bid shall be submitted in a sealed envelope. 1) Plans and 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 plans and specifications for the stipulated amount, however, all are non-refundable. 2) The amount for the bid package will be stated in the Advertisement for Bids. 3. INDIVIDUAL DRAWINGS AND SPECIFICAT SHEETS- 'ION SHEE . Individual drawings and specifications sheets may be purchased at the rate of Five Dollars ($5.(0) per sheet of drawings and Twenty-five cents ($0.25) per sheet of specifications for which no refund will be made. Dollars ' Ceneralkinfo 0 1 �M RcliusLroo, Rwent,, Andeelik &Asrodates, inc, 3idder: Thomas and Sons Construction, Inc. Total Base Bid $943,556.90 address: 13925 Northdale Blvd. P O Box 303 Telephone No. 612 -428 -2229 :ity, State, Zip: Rogers, MN 55374 Fax No. 612- 428 -4776 PROPOSAL 1999 STREET IMPROVEMENT PROJECT, WEST AREA CITY PROJECT NO. 648 FILE NO. 34 -98 -815 NEW HOPE, MINNESOTA 1999 Opening Time: 11:15 A.M., C.S.T. Opening Date: Thursday, April 1, 1999 Honorable City Council City of New Hope 4401 Xylon Ave. N. New Hope, MN 55428 Dear Council Members: 0 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. I 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 Part A - Street Reconstruction 1 Mobilization LS 1 $44,000.00 $44,000.00 2 Reclaim bituminous pavement SY 13700 $0.70 $9,590.00 3 Remove bituminous driveway SY 620 $2.75 $1,705.00 4 Remove concrete pavement SY 125 $6.25 $781.25 5 Remove concrete driveway pavement SF 4600 $0.65 $2,990.00 6 Sawin Concrete Pavement LF 460 $4.00 $1,840.00 7 Sawing Bituminous Pavement LF 660 $2.00 $1,320.00 8 Relocate mailboxes and salvage and LS 1 $1,800.00 $1,800.00 reinstall mailboxes 9 Traffic control LS 1 $7,500.00 $7,500.00 34- 98- 815 \contract.wb2 P -1 llr 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 Subgrade preparation - street SY Common excavation (EV) CY Subgrade excavation (EV) CY Salvage reclaimed bituminous CY Select granular borrow (CV) CY Geotextile fabric, Type V SY Topsoil borrow (LV) CY Aggregate base, Class 5 TN Temporary rock construction entrance TON Street sweeper HR Motor grader HR Water MG Bituminous wear course, Type 41 TN Bituminous base course, Type 31 TN Bituminous material for tack coat GAL Bituminous wear course driveway, 3" SY thick 144 4" concrete sidewalk SF 6" concrete driveway pavement SF 8" concrete street pavement SY Adjust Frame and Ring Casting EA Reconstruct concrete rings LF Reconstruct manholes LF Valve box extension LF Silt fence, regular LF Silt fence, heavy duty LF Seeding - storage area AC F & 16' x 6' loop detectors EA Pavement markings Gettysburg LS Avenue and Bass Lake Road $17,700.00 Sodding, lawn type SY Total Part A - Street Reconstruction 14 16000 $0.70 $11,200.00 6300 $9.75 $61,425.00 2300 $7.50 $17,250.00 1300 $8.20 $10,660.00 1000 $9.50 $9,500.00 3000 $2.00 $6,000.00 900 $9.50 $8,550.00 6000 $4.75 $28,500.00 65 $20.00 $1,300.00 24 $75.00 $1,800.00 60 $75.00 $4,500.00 144 $25.00 $3,600.00 1300 $27.85 $36,205.00 1300 $26.25 $34,125.00 700 $1.05 $735.00 250 $15.50 $3,875.00 405 $4.00 $1,620.00 8600 $3.24 $27,864.00 140 $36.00 $5,040.00 59 $300.00 $17,700.00 22 $240.00 $5,280.00 14 $225.00 $3,150.00 12 $225.00 $2,700.00 300 $3.00 $900.00 150 $4.50 $675.00 1.3 $2,600.00 $3,380.00 4 $755.00 $3,020.00 1 $I,018.50 $1,018.50 10000 $1.85 $18,500.00 $401,598.75 34 -98- 815 \contract.wb2 P -2 34 -98- 815 \contract.wb2 P -3 Part B - Concrete Curb 39 Remove concrete curb and gutter LF 8500 $1.50 $12,750.00 40 B618 concrete curb and gutter LF 8500 $6.74 $57,290.00 41 Curb reinforcement bars, No. 4 LF 1 100 $0.75 $825.00 Total Part B - Concrete Curb $70,865.00 Part C -Storm Sewer 42 Remove storm sewer pipe LF 350 $4.50 $1,575.00 43 Remove storm sewer pipe LF 80 $5.00 $400.00 44 Remove storm sewer pipe LF 40 $5.00 $200.00 45 Remove storm sewer pipe LF 370 $5.00 $1,850.00 46 Remove 18" RCP storm sewer pipe LF 40 $6.50 $260.00 47 Remove riser LF 2 $20.00 $40.00 48 Remove maintenance hole EA 5 $50.00 $250.00 49 Remove catch basin EA 6 $150.00 $900.00 50 21" storm sewer LF 41 $35.00 $1,435.00 51 18" storm sewer LF 1007 $25.50 $25,678.50 52 15" storm sewer LF 881 $23.00 $20,263.00 53 12" storm sewer LF 825 $22.00 $18,150.00 54 12" perforated pipe LF 205 $18.50 $3,792.50 55 4" perforated pipe LF 2240 $7.50 $16,800.00 56 2' x 3' CB, incl. R- 3067 -V casting EA 12 $900.00 $10,800.00 57 4' dia. storm sewer CBMH, Incl. EA 20 $1,450.00 $29,000.00 R- 3067 -V 58 4' dia. storm sewer MH, incl. EA 6 $1,450.00 $8,700.00 R- 1642 -B casting 59 Shallow catch basin EA 6 $850.00 $5,100.00 60 Construct MH 101 over existing pipe EA 1 $1,600.00 $1,600.00 61 Connect to existing 18' ` pipe EA 1 $100.00 $100.00 62 Sump connection with 12" x 4" wye EA 10 $650.00 $6,500.00 63 Sump connection with 15" x 4" wye EA 1 $700.00 $700.00 64 Sump connection with 18" x 4" wye EA 1 $750.00 $750.00 65 Protection of catch basin in street EA 44 $50.00 $2,200.00 66 Silt fence, regular LF 400 $3.00 $1,200.00 34 -98- 815 \contract.wb2 P -3 67 Topsoil borrow (LV) CY 250 $9.00 $2,250.00 68 Sodding, lawn type SY 1130 $1.85 $2,090.50 69 Remove chain link fence LF 200 $2.00 $400.00 70 Tree removal EA 1 $500.00 $500.00 71 Reconstruct existing MH at 60th Ave. LS 1 $800.00 $800.00 and Gettysburg Ave. Total Part C -Storm Sewer $164,284.50 Part D -Water Main 72 Temporary water main LS 1 $9,500.00 $9,500.00 73 Remove water main LF 3810 $1.00 $3,810.00 74 Salvage Hydrant EA 5 $150.00 $750.00 75 Remove water valve EA 7 $50.00 $350.00 76 Connect to existing water main EA 4 $250.00 $1,000.00 77 8" x 6" cut -in w /6" G.V. and box EA 2 $1,200.00 $2,400.00 78 Connect to existing water service EA 49 $65.00 $3,185.00 79 6" DIP water main, Class 52 LF 3810 $21.00 $80,010.00 80 Improved pipe foundation, Coarse LF 2500 $2.50 $6,250.00 Filter Aggregate Mod (CV) 81 6" gate valve and box, in place EA 10 $725.00 $7,250.00 82 Hydrant EA 5 $1,800.00 $9,000.00 83 Ductile iron fittings LB 2600 $2.25 $5,850.00 84 1" Type "K" copper water service LF 1500 $ 14.50 $21,750.00 85 1" curb stop and box EA 49 $115.00 $5,635.00 86 1" corporation stop EA 49 $65.00 $3,185.00 87 Mechanical trench compaction LF 5310 $0.30 $1,593.00 88 Sawcut, remove bituminous pavement SY 70 $45.00 $3,150.00 and bituminous patch Independence Total Part D -Water Main $164,668.00 Part E - Liberty Park - Trail 89 Remove bituminous path and SY 37 $15.00 $555.00 aggregate base 90 Bituminous wear course, pathway and SY 150 $14.00 $2,100.00 aggregate base 91 Bituminous wear course, remove and SY 400 $16.55 $6,620.00 replace, salvage aggregate base 34 -98- 815 \contract.wb2 P -4 92 Bituminous wear course, Patching, TN 300 $23.00 $6,900.00 Type 41 WEB 50055 93 Topsoil borrow CY 100 $9.50 $950.00 94 Seeding AC 1 $850.00 $850.00 Total Part E - Liberty Park - Trail $17,975.00 Part F 49th Avenue- Jacking Water Main 95 Remove bituminous pavement SY 170 $5.00 $850.00 96 Remove concrete curb and gutter LF 20 $5.00 $100.00 97 Remove water valve EA 2 $100.00 $200.00 98 B618 concrete curb and gutter LF 20 $23.50 $470.00 99 8" gate valve and box, in place EA 2 $900.00 $1,800.00 100 8" DIP water main, Class 52 LF 115 $40.00 $4,600.00 101 Connect to existing 8" water main EA 3 $350.00 $1,050.00 102 Bituminous wear course, patching, SY 170 $31.85 $5,414.50 Type 41 103 Sodding, lawn type SY 20 $12.00 $240.00 104 20" steel casing pipe LF 50 $140.00 $7,000.00 Total Part F - 49th Avenue - Jacking $21,724.50 Water Main Total Base Bid $841,115.75 Alternate No.l -Part A Gettysberg Circle Street Improvements 105 Reclaim bituminous pavement SY 1580 $1.00 $1,580.00 106 Remove bituminous driveway SY 190 $2.50 $475.00 107 Remove concrete driveway pavement SF 200 $4.75 $950.00 108 Sawing Bituminous Pavement LF 140 $2.00 $280.00 109 Sawing Concrete Pavement LF 20 $4.00 $80.00 110 Subgrade preparation - street SY 1800 $1.00 $1,800.00 111 Common excavation (EV) CY 790 $8.75 $6,912.50 112 Subgrade excavation (EV) CY 200 $6.50 $1,300.00 113 Select granular borrow (CV) CY 200 $10.50 $2,100.00 114 Geotextile fabric, Type V SY 1700 $2.00 $3,400.00 115 Topsoil borrow (LV) CY 250 $9.50 $2,375.00 116 Aggregate base, Class 5 TN 700 $9.75 $6,825.00 34 -98- 815 \contract.wb2 P -5 117 Bituminous wear course, Type 41 TN 150 $27.85 $4,177.50 118 Bituminous base course, Type 31 TN 150 $26.25 $3,937.50 119 Bituminous material for tack coat GAL 85 $1.05 $89.25 120 3" bituminous wear course driveway SY 65 $15.50 $1,007.50 121 6" concrete driveway pavement SF 1350 $3.25 $4,387.50 122 Adjust Frame and Ring Casting EA 6 $300.00 $1,800.00 123 Seeding AC 0.5 $1,200.00 124 Sodding, lawn type SY 2000 $1.85 $3,700.00 Total Alternate No.l -Part A $48,376.75 Gettysberg Circle Street Improvements Part B- Gettysberg Circle - Concrete Curb 125 Remove concrete curb and gutter LF 860 $1.50 $1,290.00 126 B618 concrete curb and gutter LF 860 $7.84 $6,742.40 127 Curb reinforcement bars, No. 4 LF 200 $1.00 $200.00 Total Part B- Gettysberg Circle $8,232.40 - Concrete Curb Part C- Gettysberg Circle -Water Main 128 Temporary water main LS 1 $2,000.00 $2,000.00 129 6" DIP water main, Class 52 LF 410 $21.00 $8,610.00 130 Remove water main LF 410 $1.00 $410.00 131 Hydrant EA 1 $1,800.00 $1,800.00 132 Remove water valve box EA 1 $50.00 $50.00 133 Ductile iron fittings LB 200 $3.00 $600.00 134 6" gate valve and box in place EA 1 $725.00 $725.00 135 1" Type "K" copper water service LF 220 $11.00 $2,420.00 136 1" corporation stop EA 8 $65.00 $520.00 137 1" curb stop and box EA 8 $115.00 $920.00 138 Connect to existing water service EA 8 $65.00 $520.00 139 Mechanical trench compaction LF 410 $0.30 $123.00 Total Part C- Gettysberg Circle -Water $18,698.00 Main 34- 98- 815 \contract.wK P -6 Total Alternate No. 1 $102,441.15 34- 98- 815 \contract.wK P -7 Part D- Gettysberg Circle -Storm Sewer 140 Remove existing manhole EA 2 $150.00 $300.00 141 Remove existing catch basin EA 1 $150.00 $150.00 142 Remove 12" RCP storm sewer LF 440 $5.00 $2,200.00 143 15" storm sewer LF 333 $24.00 $7,992.00 144 12" storm sewer LF 89 $23.00 $2,047.00 145 12" perforated pipe LF 150 $20.00 $3,000.00 146 2' x 3' CB, incl R- 3067 -V casting EA 1 $900.00 $900.00 147 4' dia storm sewer MH, incl R- 1642 -B EA 2 $1,400.00 $2,800.00 cstg 148 Shallow catch basin EA 3 $850.00 $2,550.00 149 Reconnect to existing storm sewer EA 1 $275.00 $275.00 150 Erosion control at catch basins EA 4 $40.00 $160.00 151 Topsoil borrow (LV) CY 40 $12.00 $480.00 152 Sodding, lawn type SY 800 $1.85 $1,480.00 153 Remove /reinstall chain link fence LF 100 $8.00 $800.00 154 Tree removal EA 4 $500.00 $2,000.00 Total Part D - Gettysberg Circle - $27,134.00 Storm Sewer Total Part A - Gettysberg Circle - $48,376.75 Street Improvements Total Part B - Gettysberg Circle - $8,232.40 Contrete Curb Total Part C - Gettysberg Circle - $18,698.00 Water Main Total Part D - Gettysberg Circle - $27,134.00 Storm Sewer Total Alternate No. 1 $102,441.15 34- 98- 815 \contract.wK P -7 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 five percent (5/) of 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 part 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 will 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 lowest 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, (A Corporation) Thomas and Sons Construction, Inc. (An Individual) Name (A Partnership) Steven J. Thomas, Jr. Signer Vice President Title Steven J. Thomas, Jr. Printed Name of Signer 34-98 -81 5\contract.wU P -8 1700.. ADJUST MISCELLANEOUS STRUCTURES General Requirements 1700.1. DESCRIPTION: This work shall consist of adjusting manholes, removing and replacing frames, adjusting catch basins and gate valve boxes. 1700.2. LOCATION: The plans indicate the locations of each manhole, catch basin and gate valve within the project. The necessary vertical adjustments will be determined by the Engineer, and generally as indicated on the schedule of adjustments. The Contractor shall be responsible for the protection of all existing structures during the course of the work. The Engineer shall assist with the initial location of all manholes, catch basins and gate valve boxes. The Contractor along with the Engineer and a representative of the Owner shall inspect all manholes, catch basins and gate valve boxes prior to-beginning construction. Any foreign material found in these structures will be removed immediately by the Owner's forces. Thereafter,,the Contractor will be responsible for removing any such foreign material which may enter the structures during the construction period. 1700.3. CONSTRUCTION REQUIREMENTS: 1700.3.1. Adjust Manhole & Catch Basin Frames; Where existing frame is within 0.10 feet of plan grade no adjustment is to be made. In such cases the crown or gutter shall be either lowered or raised, as the case may be, to put the street and frame at the same grade. Where the frame must be adjusted upward the Contractor shall accomplish this adjustment with standard concrete adjustment rings of the same size as the cone or slab opening. Each adjusting ring shall be placed in a full mortar bed with the frame also resting in a full mortar bed. Adjusting rings needed to raise the casting to grade shall be incidental to the adjust item. � ere the frame is to be adjusted downward, phis shall be accomplished by e l moving the necessary number of adjustment 'rings from the structure. The frame shall then be reset in a full mortar bed to grade. Regardless of the direction of adjustment, no shims of any material will be allowed. The minimum thickness of all mortar joints shall be at least 1/4 inch with a maximum allowable thickness of 1/2 inch. All excess mortar from the joint shall be wiped clean from the inside of all rings and frame. All manhole castings must be replaced prior to the placing of the final wear course. 1700-1 3/89 - GENERAL Copyright 1989 Bonestroo, Rosene, Anderlik & Associates, Inc. Care shall be taken to prevent sand, chunks of concrete or any other debris from entering the structures. 1700.3.2. Remove and Replace Manhole and Catch Basin Frames: Where included in the proposal or the Specific Requirements of Section 1700, the Engineer may elect to have the Contractor remove all manhole and catch basin castings and rings if any at the beginning of the construction work. The Contractor then shall cover the openings with suitable steel plates and continue to construct and compact the subbase and base courses. Prior to placing the curbing or final wear course, the Contractor shall raise all structures to final grade following all construction requirements outlined in 1700.3.1. drainage into catch basins must be maintained during the time the casting is removed. During the same time period, the Contractor shall be responsible to keep surface water and dirt from entering the sanitary sever system. Adjusting rings needed to raise the casting to grade shall be incidental to the remove and replace item. 1700.3.3. Reconstruct Manhole & Catch Basins: Where the Engineer requires, or where it is impossible to adjust the structure with the addition or removal of adjustment rings, reconstruction will be necessary. In such cases it will be necessary to add or remove manhole sections. Pre-cast manhole joints shall be rubber O-ring gasket type to match existing joint. In absence -of the O-ring joint, older style manhole joints shall be sealed using a material similar to Ram-Nek or equal gasket material applied in accordance with manufacturer's recommendation. 1700.3.4. Adjust Valve Boxes: Valve boxes shall be adjusted to grade prior to the placing of the final wear course. Thorough tamping of the material around the valve box is required. All valve boxes are the sectional screw-threaded adjustable type. 1700.3.5. Valve Box Extensions: Where valve boxes cannot be adjusted without the use of extensions this item will be necessary. The contractor shall remove the upper sections, place the necessary extension and replace the upper section. Thorough tamping of material around the valve box is required. Valve box extensions that fit inside the regular top section are not acceptable. 1700-4. METHOD OF MEASUREMENT: 1700.4.1. Adjust Manhole & Catch Basin Frames: Adjusting frames or ring castings will be measured by the number of casting assemblies adjusted. 1700.4.2. Remove and Replace Manhole and Catch Basin Frames: Remove and replace frames will be measured by the number of castings removed and replaced. 1700.4.3. Reconstruct Manholes: Reconstructing manholes shall be measured by the lineal feet of adjustment for manholes reconstructed. 3/89-GENERAL Copyright 1989 Bone8troo, Ro6eae, &nderlik & Associates, Inc. 1700.4.4. Adjust Valve Boxes: Adjusting valve boxes will be measured by the number of valve boxes adjusted. 1700.4.5. Valve Box Extensions: Valve box extensions shall be measured by the lineal feet of extensions furnished and installed. 1700.5. BASIS OF PAYMENT: Payment for manhole and valve adjustments at the contract unit price shall be payment in full for all costs incidental to these items. Payment shall be made based on the following schedule: Item No. Item Unit 1700.501 Adjust Manhole & Catch Basin Frames Each 1700.502 Remove and Replace Manhole & Catch Basin Frame Each 1700.503 Reconstruct manhole Lin.ft. 1700.504 Adjust Valve Boxes Each 1700.505 Valve Box Extensions Lin.ft. End of Section 1700-3 3/89-GENERAL Copyright 1989 Bonestroo, Rosene, Anderlik & Associates, Inc. 2575. TURF ESTABLISHMENT General Requirements 2575.0. SPECIFICATION REFERENCED: Section 2575 of the Minnesota Department of Transportation "Standard Specifications for Construction" 1988 Edition and all amendments thereto shall apply except as modified or altered in the following General Requirements. 2575.1. DESCRIPTION: This work shall consist of establishing ground cover on designated areas in accordance with the plans and as specified herein. 2575.2. MATERIALS: 2575.2.1. SEED: All seed required on the project shall be furnished by the Contractor and meet the following requirements: A. All seeds shall conform to the requirements of the latest seed laws of the State, including those governing labeling and weed seed tolerances. B. Purity and germination requirements listed below shall be met. I Common & Botanical Name Purity Germination Minimum % Minimum % Alfalfa, Creeping (Medicago Sativa) 99 85 Alsike Clover (Trifolium flybridum) 99 85 White Clover (Trifolium Repens) 99 85 Park Kentucky bluegrass (Pos Pratensis) 95 82 Perennial ryegrass (LoJium Perene) 99 90 Smooth bromegrass (Bromus Inermis) 90 85 Timothy (PhIeum Pratense) 99 85 Switchgrass (Panicum Virgatura) 95 80 C. The seed mixture shall be one of the mixtures listed below as required in the Specific Requirements. Mixture 500 40.0% Park Kentucky Bluegrass 20.0% Smooth Bromegrass 6.0% Switchgrass 8.0% Timothy 20.0% Perennial Ryegrass 6.0% White Clover GeMspecs\standard (D 1995 Donestroo, Rosene, Anderlik & Associates, Inc. Mixture 700 11.4% Switchgrass 11.4% Timothy 37.2% Smooth Bromegrass 11.4% Creeping Alfalfa 28.6% Perennial Ryegrass 2575-1 Mixture 400 28.6% Alkali Grass 28.6% Park Kentucky Bluegrass 28.6% Dawson Red Fescue 14.2% Perennial Ryegrass Mixture 600 53.3% Park Kentucky Bluegrass 26.7% Red Fescue 4.0% Redtop 2.7% White Clover 13.3 Perennial Ryegrass Mixture 650 Mixture 675 25% Bluegrass, "Elite" Kentucky 33.4% Bluegrass, "Nugget" Kentucky 25% Bluegrass, "Improved" Kentucky 33.4% Bluegrass, "Glade" Kentucky 25% Bluegrass, "L.M." Kentucky 33.3% Fescue, "Ruby" Creeping Red 15% Red Fescue 10% Perennial Ryegrass Mixture 800 35% Creeping Alfalfa 20% Smooth Bromegrass 7.5% Redtop 20% Perennial Ryegrass 7.5% Switchgrass 10.0% Timothy Mixture 900 6.7% Alfalfa 13.3% Smooth Bromegrass 6.7% Alsike Clover 11.1% Red Clover 6.7% Sand Dropseed 20.0% Perennial Ryegrass 6.7% Timothy 28.8% Hairy Vetch Mixture 1000 100 %® Winter Wheat Mixture 1150 100% Cerial Rye Mixture 1100 100% Oats 2575.2.2. Topsoil: Topsoil used on this project shall be in general accordance with the material described as Topsoil Borrow in Mn/DOT Specification 3877 and may contain a maximum of 20 percent organic material. The gradation requirements will be waived on topsoils natural to the site. 2575.2.3. Sod: Sod shall consist of density-rooted bluegrass or other approved permanent turf grasses. Sod shall be cultured sod of a good quality. It shall be densely rooted Bluegrass or other approved permanent turf grasses, free of noxious weeds and objectionable grasses. Before cutting, the sod shall be raked free of all debris and the grass cut to a length of approximately two (2") inches. All sod shall be cut in uniform strips not less than twelve (12") in width. The thickness shall be such as to contain practically all of the dense root system of the grass, but never less than 314 inch. Gen\specs)standard Oc 1995 Bonestroo, Rosene, Anderlik & Associates, Inc. 2575-2 AR seeded areas shall have the seedbed firmed after seeding and prior to mulching. The soil firming shall. be done with a drag, c or other approved soil firming equipment. Soil firming or seed covering shall be accomplished after seeding. 2575.3.5. Applying Mulch: The rate of application of Type I mulch shall be approximately two (2) tons per acre. The mulch shall be anchored with a disc, clodbuster or other approved equipment. this equipment shall anchor the material by punching it into the soil to a depth of approximately 2 to 3 inches. The anchoring equipment shall be operated in a general direction at right angle to the direction of surface drainage wherever practical. All mulch shall be anchored immediately after placement unless otherwise authorized by the Engineer. Applying other types of mulch material shall be in accordance with MnIDOT Specification 2575.3F. Interim seeding shall be required on grading areas where the permanent seeding cannot be performed because of contract requirements for temporary construction (by passes, etc.) or because topsoil placement and permanent seeding are to be accomplished under a future contract. Topsoil covering will not be required for interim seeding if the subsoil is reasonably suitable for plant growth, as determined by the Engineer. 2575.3.6. Temporary Mulching: When directed by the Engineer, mulch material conforming to Type I or 4 may be placed during times when seeding is not permitted. The area shall be shaped and the soil loosened to anchor the mulch as directed by the Engineer. 2575.3.7. Rkcin&Sod- All sod shall be placed within 24 hours after being cut. During this period, it shall be protected against drying out by being covered as may be necessary. The sod strips shall be carefully placed by hand, beginning at the bottom of the slope and progressing upward. The length of the strips on slopes shall be laid with staggered joints and the edges of all strips shall be tightly pressed against the edges of adjoining strips. Sod laid adjacent to in place improvement and existing turf shall be neatly abutted and shall be such that drainage will be conducted over the surface with no overlapping allowed. Elsewhere, the outside edges of the sodded areas shall be rolled in or banked flush with soil, thoroughly compacted to form a flush surface as directed by the Engineer. Overlapping of sod strips, shingle style will be required in waterways where directed by the Engineer, in which case the sod strip shall be laid at the right angles to the flow of water. Although pegging of sod is not specifically required it is understood that the Contractor will be responsible for the successful establishment of the sod including repair or replacement of sod which becomes displaced or damaged due to the lack of protection or proper care. After the sod has been placed, the sod shall be watered and compressed into the underlying soil by rolling or tamping. In dry periods, the Engineer may require the watering of areas to be sodded prior to the sod placement. Gen\sp=Vtandard © 1995 Bonestroo, Rosene, Anderlik & Associates, Inc. 2575-5 2575.3.8. Placing Erosion Mats: Erosion mats shall be installed in accordance with Mn/DOT Specification 2575.3.K. 2575.3.9. Maintenance: All sod placed under the contract shall be watered and maintained by the Contractor until acceptance by the Engineer. Upon being placed, the sod shall be maintained for at least 30 growing days before final inspection and acceptance will be made, A "growing day" shall be defined as any calendar day exclusive of those days from June 10 to August 10 and those days from November I to May 5, subject to such adjustment of those dates as are authorized and made, depending on prevailing conditions. During the maintenance period, all sod which is presumed dead, damaged, or has become infected with weeds shall be replaced with new sod as directed by the Engineer. Areas replaced with new sod shall be maintained by the Contractor for at least 20 growing days after placement. When so directed by the Engineer, the Contractor shall reseed any areas on which the original seed has failed to grow. If mulching is required on the project, the reseeded area shall also be remulched. The Contractor shall maintain the wood fiber blanket installation for 30 days. The Contractor shall thoroughly water the blankets immediately after placement, with additional watering performed as necessary. The Contractor shall be responsible for controlling erosion and establishing a permanent vegetative cover. In the event of seeding failure or erosion during the maintenance period, the Contractor shall restore such areas at no additional cost. Until final acceptance of the work, all maintenance, replacement and repair work shall be performed at the expense of the Contractor, except that the additional seed and mulch material used for reseeding and remulching will be measured and paid for at the contract unit prices provided the original work was performed satisfactorily in accordance with requirements. 2575.3.10. Accatance of Work: Seeding will generally se accepted by increment area upon satisfactory completion of the seeding and mulching and anchoring if specified. Acceptance of seeding will relieve the Contractor of responsibility for maintenance except for reseeding and remulching as directed by the Engineer. Upon satisfactory placement of the original sod, payment for sod placed will be authorized at the contract unit price subject to retainage provisions of the Conditions of the Contract. Upon expiration of the sod maintenance period, the Contractor shall immediately replace all presumed dead and damaged sod, or sod which has become infected with weeds. Areas replaced with new sod shall have the maintenance period extended by 20 days after replacement. Final payment shall not be made until after the maintenance period or extended period and acceptance by the Engineer. Erosion mats will be accepted at the time of accepting the seeding and mulching over which the mats are placed. Any repairs ordered by the Engineer after acceptance of the erosion mats will be compensated for at the contract prices. Gan\ipec Vmndard (0 1995 Bonestroo, Rosene, Anderlik & Associates, Inc. 2575-6 2575.4. METHOD OF MEASUREMENT: 2575.4.1. Seeding: Seeding will be measured by original area seeded. Areas requiring reseeding where the original seed has failed to grow will not be added to the original measured area. 2575.4.2. Seed: All seed furnished and applied for both the original seeding and reseeding shall be measured by the weight of each mixture used. 2575.4.3. Mulch: Mulch materials will be measured separately by weight of each type furnished and acceptably applied mulch material used in remulching will be measured by weight and added to the mulch quantities originally used. 2575.4.4. Disc Anchoring: Disc anchoring of Type I mulch will be measured by the area in acres of mulch disced acceptably. 2575.4.5. Fertilizer: Commercial fertilizer will be measured by weight for each kind furnished and applied. 2575.4.6. Sodding: Sodding will be measured by the area sodded and accepted based on actual measurements taken along the surface of the sod. No additional payment will be made for ares resodded. Where sod is placed shingle style in waterways, the product of the sod strip length and the number of strips placed will be used as the measurement. 2475.4.7. Erosion Mats: Erosion mats of each kind will be measured separately by the area covered. 2575.5. BASIS OF PAYMENT: Payment for Turf Establishment items at the contract prices per unit of measure shall be compensation in full for all topsoil, materials, preparation, installation and maintenance on the basis of the following schedule: Item No. Item unit 2575.501 Seeding Acre 2575.502 Seed, Mixture Pound 2575.505 Sodding Type Square Yard 2575.511 Mulch Material, Type Ton 2575.519 Disc Anchoring Acre 2575.521 Polypropylene Plastic Netting Square Yard 2575.523 Wood Fiber Blanket Square Yard 2575.531 Commercial Fertilizer Ton End of Section Gen\specs\standard ©1995 Bonestroo, Rosene, Anderlik & Associates, Inc. 2575-7 23,000. WATER MAIN General Req uirements 23,000.1. DESCRIPTION: This work shall consist of the construction of water mains in accordance with the requirements of the Contract. Under the numbering system used herein number 23,000,2. - 23,000.2.G inclusive, deal with MATERIALS; 23,000.3. - 23,000.3.L8 inclusive, deal with CONSTRUCTION REQUIREMENTS; 23,000.4.- 23,000.4.1. inclusive, deal with METHOD OF MEASUREMENT AND PAYMENT. It is intended that when the Standard Specifications do not cover the subject matter necessary to be covered that the additional numbers in the appropriate section may be utilized in the "Specific Requirements" and the numerical sequence preserved. 23,000.1.A. Work Included: The Contractor shall, unless otherwise specified, furnish all materials, equipment, tools and labor necessary to do the work required under his contract and unload, have and distribute all pipe, fittings, valves, hydrants and accessories. The Contractor shall also excavate the trenches and pits to the required dimensions; sheet, brace and support the adjoining ground or structures where necessary; handle all drainage or ground water; provide barricades, guards, and warning lights; lay and test the pipe, fittings, valves, hydrants and accessories, backfill and consolidate the trenches and pits; maintain the surface over the trench, remove surplus excavated material; and clean the site of the work. The Contractor shall also furnish all equipment, tools, labor and materials required to rearrange sewers, conduits, ducts, pipes and other structures encountered in the installation of the work. All the work to completely construct the water facilities shall be done in strict accordance with the contract documents to which these General Requirements are a part.. 23,000.1.13. Specification Reference: In these General Requirements reference is made to the Minnesota Department of Transportation Specifications which shall mean the "Standard Specifications for Construction, 1988 Edition", and subsequent amendments. 23,000.2. MATERIALS: The materials used in this work shall be new and conform to the requirements for kind and size of material specified herein or as altered in the "Specific Requirements", "Special Provisions" and "Proposal". 23,000.2.A. Ductile iron Pipe: All ductile iron pipe shall be in accordance with A 0151 of the Class as shown on the plans, "Specific Requirements", and/or "Proposal". All pipe shall be furnished with standard thickness cement mortar lining conforming with A C104. All pipe shall have push-on joints as specified in AWWA C111 and shall be electrically conductive. 23,000.2.13. Cast Iron Fittings: All fittings shall be mechanical joint , unless otherwise indicated and shall be in accordance with AWWA C110. All fittings shall be designed for not less than 250 psi working pressure and shall have a standard thickness cement mortar lining conforming with A C104. Ductile iron compact fittings as specified in C153 with standard thickness lining are acceptable in lieu of cast iron fittings. 23,000-General (3194) Copyright 1994 Bonestroo, Rosene, Anderlik & Associates, Inc. 23,000-1 23,000.2.C. Rubber Gaskets: Rubber gaskets for mechanical joints and push-on joints shall conform, to AWWA 0111 and shall be designed and manufactured to exact dimensions to assure a liquid-tight joint. All joints shall be installed with an electrical contact through every joint. 23,000.2.D. Fire Hydrants: All hydrants shall be of a uniforin. make. The following information will be furnished in the "Specific Requirements": (1) Size of valve opening; (2) Depth of trench and cover; (3) No. and size of hose connections; (4) No. and size of steamer connections; (5) Size and type of pipe connections; (6) Direction of opening; (7) Type of threads, hose connections; (8) Type of threads, steamer connection; (9) Shape and size of operating nut; (10) Open or closed drain holes; (11) Hydrant accessories such as flags, wrenches or drain pumps. 23,000.2.E. Gate Valve and Box: Gate valves shall be bronze mounted, iron body valves conforming with requirements of AWWA 509. All valves shall have O-ring seals with non-rising stems and shall open to the left. Valves shall be equipped with mechanical joint ends in accordance with AWWA C11 L Valve boxes shall be cast iron, screw-type, adjustable for 7-1/2 foot depth of cover. Valves and boxes shall be considered as integral units. Gate valve boxes shall be three piece, Clow F- 2450H, Mueller J-10380, or equal. 23,000.2.F. Butterfly Valve and Box: Butterfly valves shall be cast iron body rubber seated, tight closure valves in accordance with AWWA C504. Butterfly valves shall be furnished with mechanical joint ends conforming to AWWA C111. The valve operator is an integral part of the butterfly valve and shall be constructed to operate without maintenance under ground water conditions. Valve operators shall be manufactured by the valve manufacturer and/or in valve sizes 20 inch diameter and larger shall be equal to 90o worm gear actuators as manufactured by Limitorque Corporation or equal for buried service. Valve boxes shall be cast iron and shall be two or three piece type with screw adjustable top section for 7-1/2 foot depth of cover. 23,000.2.G. Granular Materials: Materials used for improved pipe foundation of pipe bedding shall meet the requirements of Mn/DOT Specification 3149H Course Filter Aggregate, except that hard, durable crushed carbonate quarry rock may also be used. The material shall have the following 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. 23,000-General (3\94) Copyright 1994 Bonestroo, Rosene, Anderlik & Associates, Inc. 23,000-2 23,000.3. CONSIRUCTION REQUIREMENT& P-3,000.3.A. Inspection: 23,000.3.A.1. Of Materials at Delivery Point: During the process of unloading, all pipe and accessories shall be inspected by the Contractor for loss or damage in transit. 23,000.3.A.2. Field Inspection: . All pipe and accessories shall be laid, jointed, disinfected and tested for defects and leakage in the manner herein specified. 23,000.3.A.3. Disposition of Defective Material: All material found during the progress of the work to have cracks, flaws or other defects will be rejected by the Engineer and the Contractor shall promptly remove from the site of the work such defective material. 23,000.3.B. Contractor's Responsibility for Material: 23,000.3.B.1. Responsibility for Material Furnished by Contractor: The Contractor shall be responsible for all material furnished by him and he shall replace at his own expense all such material that is found to be defective in manufacture or that has become damaged in handling after delivery by the manufacturer. This shall include the furnishing of all material and labor required for the replacement of installed material discovered defective prior to the final acceptance of the work. 23,000.3,B.2. Responsibility for Safe Storage: The Contractor shall be responsible for the safe storage of material furnished by or to him and accepted by him and intended for the work, until it has been incorporated in the completed project. 23,000.3.0. Handling Pipe and Accessories:, 23,000.3.0.1. General: Pipe and other accessories shall, unless otherwise directed, be unloaded at the point of delivery, hauled to and distributed at the site of the project by the Contractor. They shall at all times be handled with care to avoid damage. 23,000.3.D. Alignment & Grade & Underground, Surface & Overhead Utilities 23,000.3.D.1. General: All pipe shall be laid and maintained to the required lines and grades; with hydrants, valves and fittings at the required locations; and with joints centered and spigots home; and with all valve and hydrant stems plumb. 23,000.3.D.2. Existing Utilities: Existing water and sewer mains, and other underground utilities, are shown on the plans only by general location. The Owner does not guarantee the locations as shown on the plans, nor is it guaranteed that all utilities are shown. The Contractor shall be solely responsible for verifying the exact location of each of these utilities, without additional compensation. Prior to the start of any construction, the Contractor shall notify all utility companies having utilities in the project area. 2,3,000 - General (3\94) Copyright 1994 Bonestroo, Rosene, Anderlik & Associates, Inc. 23,000-3 The Contractor shall have sole responsibility for providing temporary support and for protecting and maintaining all existing utilities in the project area during the entire period of construction, including but not limited to the period of excavation, backfill and compaction. In carrying out this responsibility, the Contractor shall exercise particular care, whenever gas mains or other utility lines are crossed, to provide compacted backfill or other stable support for such lines to prevent any detrimental displacement, rupture or other failure. 23,000.3.D.3. Deviations Occasioned by Other Utility Structures: Wherever existing utility structures or branch connections leading to main sewers or to main drains or other conduits, ducts, pipe or structures present obstructions to the grade and alignment of the pipe, they shall be permanently supported, removed, relocated or reconstructed by the Contractor through cooperation with the Owner of the utility, structure or obstruction involved. In those instances where their relocation or reconstruction is impracticable, a deviation from the grade will be ordered and the change shall be made in the manner directed with extra compensation allowed therefore at unit prices, if applicable. 23,000.3.D.4. Deviation with Engineer's Consent: No deviation shall be made from the required line or grade except with the written consent of the Engineer. 23,000.3.D.5. Subsurface Exploration: It shall be the Contractor's responsibility to determine and verify the location of existing pipes, valves or other underground structures as necessary to progress with the work with no additional compensation allowed. The Engineer shall make all known records available. All known utilities are designated on the plans in a general way as stated in Section 23,000.3.132. 23,000.3.D.6. Overhead Utilities and Obstructions: Overhead utilities, poles, etc. shall be protected against damages by the Contractor and if damaged by the Contractor, shall be replaced by him. Should it become necessary during the progress of the work to remove or relocate existing poles, overhead utilities and obstructions, the Owner shall cause the same to be done at no expense to the Contractor unless otherwise provided for in the "Special Provisions" or "Specific Requirements". It will be the duty of the Contractor to visit the site and make exact determination of the existence of any such facilities prior to the submission of his bid. 23,000.3.E. Excavation and Preparation of Trench: 23,000.3.E.1. Description: The trench shall be dug to the alignment and depth shown on the plans and only so far in advance of pipe laying as Engineer shall specify in the "Specific Requirements". The trench shall be so braced (Section 23,000.3.E10.) and drained that workmen may work safely and efficiently therein. The discharge pipes shall be led to natural drainage channels. 23,000-General (3\94) Copyright 1994 Bonestroo, Rosene, Anderlik & Associates, Inc. 23,000-4 23,000.3.E.2. Width: The trench width may vary with and depend upon the depth of trench and the nature of the excavated material encountered; but in any case shall be of ample width to permit the pipe to be laid and jointed properly and the backfill to be placed and compacted properly. The minimum width of unsheeted trenches at the top of the pipe shall be 30 inches, and for pipe 12 inches in diameter or larger it shall be one foot greater on each side of the nominal diameter of the pipe. All trenches shall be excavated to conform to the requirements of the State Industrial Commission or the Office of OSHA, whichever is more restrictive. 23,000.3.E.3. Pipe Foundation in Good Soil: The trench shall have a bottom conforming to the grade to which the pipe is to be laid. The pipe shall be laid upon sound soil cut true and even so that the barrel of the pipe will have a bearing for its full length. Bell holes shall be excavated to insure the pipe resting for its entire length upon the bottom of the trench and to permit jointing to be made properly. 23,000.3.E.4. Correcting Faulty Grade: Any part of the trench excavated below grade shall be corrected with approved material thoroughly compacted without additional compensation to the Contractor. 23,000.3.E.5. Pipe Foundation in Poor Soil: When the trench bottom at subgrade is soft and, in the opinion of the Engineer cannot support the pipe, a further depth and/or width shall be excavated and refilled to pipe foundation grade with well compacted granular materials for improved pipe foundation. It shall be the Contractor's responsibility to notify the Engineer of changing soil conditions which may be of poor bearing capacity and when organic sails are encountered. Where utilities are placed on unstable soils without notification of the Engineer, the Contractor shall be responsible for all repairs and correction of the installation without further compensation. 23,000.3.E.6. Pipe Clearance in Rock: Ledge rock, boulders and large stones shall be removed to provide a clearance of at least 6 inches on each side of all pipe and appurtenances for pipe 16 inches or less in diameter; for pipes larger than 16 inches a clearance of 9 inches below and clear width of 9 inches on each side of inside diameter of pipe shall be provided. Adequate clearance for properly jointing pipe laid in rock trenches shall be provided at bell holes. 23,000.3.E.7. Pipe Foundation in Rock: The space between the bottom of the trench and rock and the bottom of the pipe shall be backfilled with granular base material thoroughly tamped. Generally speaking, the material from the trench excavation other than rock or boulders shall be considered as suitable material. No additional compensation for placing or tamping this material shall be allowed. However, in the event that additional material must be hauled in, the hauling of the suitable granular material for the pipe bed shall be paid for on a weight basis when ordered by the Engineer. Weight slips shall be delivered to the Engineer daily. 23,000-Ge-neral (3\94) Copyright 1994 Bonestroo, Rosene, Anderlik & Associates, Inc. 23,000-5 23,000.3.E.8. Solid Rock Excavation Defined: Solid rock excavation shall include such rocks as are not decomposed, weathered or shattered and which will require blasting, barring, wedging or use of air tools for removal of any boulders or concrete or masonry structure (except concrete pavement, curb, gutter and sidewalk) exceeding one-half (1/2) cubic yard in volume that may be encountered in the work. 23,000.3.E.9. Blasting Procedure: Blasting for excavation will not proceed until the Contractor has notified the Engineer of the necessity so to do, such notification shall in no manner relieve the Contractor of the hazards and liability contingent on blasting operations. The hours of blasting will be fixed by the Owner. Any damage caused by blasting shall be repaired by the Contractor at his expense. The Contractor's methods of procedure relative to blasting shall conform to local and state laws and municipal ordinances. 23,000.3.E.10. Braced and Sheeted Trenches: Sheeting, bracing, etc. shall be put in place and maintained as may be required to support the sides of the excavation and to prevent any movement which may in any way endanger personnel, insure or delay the work, or endanger adjacent buildings or other structures. Where sheeting and bracing are used, the trench width shall be increased accordingly. Trench sheeting shall remain in place until pipe has been laid, tested for defects and repaired if necessary, and the earth around it compacted to a depth of one foot or over the top of the pipe. It shall be the Contractor's responsibility and duty to be familiar with local and state laws and municipal ordinances relating to this type of work and he shall assume the responsibility for compliance therewith. 23,000.3.E.11. Manner of Piling Excavated Material: All excavated material shall be piled in a manner that will not endanger the work and that will avoid obstructing sidewalks and driveways. Gutters shall be kept clear or other satisfactory provisions made for street drainage. 23,000.3.E.12. Barricades, Guards, and Safety Provisions: To protect persons from injury and to avoid property damage, adequate barricades, construction signs, fences, flashers and guards as required shall be placed and maintained during the progress of the construction work and until it is safe for traffic to use the trenched roadway. 23,000.3.E.13. Traffic and Utility Controls: Excavations for pipe laying operations shall be conducted in a manner to cause the least interruption to traffic. Hydrants under pressure, valve boxes, curb stop boxes, fire or police call boxes or other utility controls shall be left unobstructed and accessible during the construction period. 23,000.3.E.14. Private Property Protection: Trees, fences, poles and all other private property shall be protected unless their removal is authorized and any property damage shall be satisfactorily restored by the Contractor or adequate compensation therefore shall be the responsibility of the Contractor. Where tree trimming is required, all cut surfaces one inch or more in diameter shall be covered with a coat of asphalt paint. 23,000-General (3\94) Copyright 1994 Bonestroo, Rosene, Anderlik & Associates, Inc. 23,000-6 23,000.3.E.15. Interruption of Water Services: No valve or other control on the existing system shall be operated for any purpose by the Contractor without approval of the Engineer and all consumers affected by such operation shall be notified by the Contractor at least an hour before the operation and be advised of the probable time when service will be restored. 23,000.3.E.16. Tunneling, Jacking or Excavation Other Than Oven Trench: Where pipe cannot be placed by open trench excavation, the method for placing shall be stated in the "Specific Requirements". 23,000.3.E.17. Manner of Handling _Pipe and Accessories Into Trench: Proper implements, tools and facilities satisfactory to the Engineer shall be provided and used by the Contractor for the safe and convenient prosecution of the work. 23,000.3.E.18. Inspection Before Installation: Before lowering and while suspended, the pipe shall be carefully inspected for defects and cracks. Any defective, damaged or unsound pipe shall be rejected. 23,000.3.E.19. Pipe Kept Clean: All foreign matter or dirt shall be removed from the inside of the pipe before it is lowered into its position in the trench, and it shall be kept clean by approved means during and after laying. 23,000.3.E.20. Preventing Trench Water From Entering Pipe: All openings along the line of water main shall be securely closed, as directed, and at the suspension of work at any time, suitable stoppers shall be placed to prevent earth or other substances from entering water main. 23,000.3.E.21. Railroad and Highway Crossings en any railroad or highway is crossed, all precautionary construction measures required by the Railroad and Highway Department shall be followed. Railroad or highway crossings shall be jacking or tunneling and construction and permit requirements shall be as stated in the "Specific Requirements". 23,000.3.E.22. Unsuitable Conditions for La! Pine: No pipe shall be laid in water or when the trench conditions are unsuitable for such work. 23,000.3.F. 12injjM All jointing of mechanical joint pipe and push-on joint pipe shall be in accordance with the requirements of A.W.W.A. Specification C600. 23,000.3.F.1, Preparation of Pipe Ends: Before laying the pipes, the outside of the spigot and the inside of the bell shall be wire brushed and wiped clean and dry. Pipe ends shall be kept clean until joints are made. 23,000.3.0. Setting Valves, Valve Boxes and Fittings 23,000.3.0.1. General: Valves and, pipe fittings shall be set and jointed to new pipe in the manner heretofore specified for cleaning, laying and jointing pipe. 23,000-General (3\94) Copyright 1994 Bonestroo, Rosene, Anderlik & Associates, Inc. 23,000-7 23,000.3.G.2. Setting Valves: All valves shall be set where directed by the Engineer. Valves and boxes shall be supported on a concrete block as shown on the detail drawings. Valve boxes shall be maintained centered and plumb over the operating nut of the valve. Tops of the valve boxes shall be set flush with the existing surface and shall be set so as to provide 12 inches of upward adjustment. Each valve box shall be marked with a 4" x 4" timber, 6' long set with 2 feet of the post exposed above grade. 23,000.3.H.1. Location: All hydrants shall be set where directed by the engineer. A grade stake and location stake will be provided by the Engineer at each hydrant. No hydrant shall be set until such a grade stake has been placed. 23,000.3.H.2. Procedure:, All hydrants shall be supported on an 8 inch concrete block or equal concrete base. Each hydrant shall be braced as shown on the detail drawings. After each hydrant has been set, there shall be placed around the base of the hydrant, not less than one cubic yard of gravel or crushed rock from which all fine material has been removed. A layer of polyethylene, minimum 4 mil. thickness, shall be carefully placed over the rock to prevent the backfill from entering the voids in the drain rock. All hydrants must be maintained in a plumb position during the backfilling operation. 23,000.3.1. Anchorage of Bends, Tees and Plugs: 23,000.3.1.1. General: All bends, tees, hydrants and plugs shall be securely braced against undisturbed soil using timbers, precast concrete block with wooden wedges or poured in place concrete thrust blocks. Method of anchorage must be reviewed with and approved by the Engineer prior to backfilling. 23,000.3.J. Testing Pipe Lines: 23,000.3.11. Pressure During Tests: After the pipe has been laid and backfilled as specified, all newly laid pipe, or any valved section of it shall, unless otherwise specified, be subjected to hydrostatic or air pressure of 150 lbs. per square inch. The test must be conducted under the observation of the Engineer and with his approval. 23,000.3.J.2. Duration of Pressure Test: The duration of each pressure test shall be at least two (2) hours. 23,000.3.J.3. Procedure: All pipe or sections thereof shall be slowly filled with water from a safe source if a hydrostatic test is used, and the specified test pressure, measured at the lowest point of elevation, shall be applied by means of a pump connected to the pipe in a satisfactory manner. The pump, pipe connection, taps, gauges and all necessary apparatus shall be furnished by the Contractor. Gauges and measuring devices must meet with the approval of the Engineer. The test gauge shall be calibrated in one pound increments and operate smoothly and accurately. 23,000-General (3\94) Copyright 1994 Bonestroo, Rosene, Anderlik & Associates, Inc. 23,000-8 23,000.3.L. Backfillingy, Cleanin Up and Maintaining Surfaces: 23,000.3,L.I. Backfilling Procedure at Pipe Zone: Granular material or other suitable backfill material free from rocks, boulders and other unsuitable substances shall be deposited in the trench simultaneously on both sides of the pipe for the full width of the trench to a height of at least six (6) inches above the top of the pipe. The backfill shall be hand placed and thoroughly compacted to fill all spaces under and adjacent to the pipe. 23,000.3.L.2. Backfill Procedure Above Pipe Zone: (Type "B") Procedure Where Settlement is Allowable: Succeeding layers of backfill may contain coarser m aterials and shall be free from pieces of rock, concrete or clay lump more than one cubic foot in volume, roots, stumps, tin cans, rubbish, frozen materials and other similar articles whose presence in the backfill would cause excessive settlement. This type of backfilling may be accomplished above the pipe zone by any mechanical means or otherwise, at the option of the Contractor. On traveled streets, completed backfill shall be rolled by wheel type or crawler type equipment weighing not less than 6 tons. Surface shall be maintained in passable condition for traffic until date of final inspection. Backfilling under exposed existing utilities shall be compacted to prevent settlement and any future displacement. 23,000.3.L.3. Backfilling Procedure Above Pipe Zone: (Type "B") Succeeding lavers of backfill may contain coarser materials and shall be free from pieces of rock, concrete or clay lump more than one cubic foot in volume, roots, stumps, tin cans, rubbish, frozen materials and other similar articles whose presence in the backfill could cause excessive settlement. This type of backfilling may be compacted by puddling with hose and long pipe nozzle, or by flooding the trench, as the backfilling is accomplished above the pipe zone by any mechanical means or otherwise at the option of the Contractor. It is important that proper precautions be taken to prevent flooding of the pipe when flooding the trench and the Contractor shall be wholly responsible for neglect of these precautions. 23,000.3.L.4. Procedure Where No Settlement is Allowable: (Type "Q Succeeding layers of backfill may contain coarser materials and shall be free from pieces of rocks, concrete or clay lump more than one-third cubic foot in volume, roots, stumps, tin cans, rubbish, frozen materials and other similar articles whose presence in the backfill would cause excessive settlement. This type of back-filling shall be placed in uniform layers before compaction of approximately 6 inches, tamped by mechanical means to the density specified in the Specific Requirements. 23,000.3.L.5. Procedure Where No Settlement is Allowable: Moe "D") Succeeding layers of backfill shall be made of selected materials meeting requirements as set forth in the "Specific Requirements". This type of backfilling shall be placed in uniform layers before compaction of approximately 6 inches, tamped by mechanical means to the density specified in the Specific Requirements. It shall be the duty of the Contractor to remove excavated materials not used in backfilling to a location as designated in the "Specific Requirements". 23,000-General (3\94) Copyright 1994 Bonestroo, Rosene, Anderlik & Associates, Inc. 23,000-11 23,000.3.L.6. Deficien I of Backfil', By Whom Su lied: Any deficiency in the quantity of material for backfilling the trenches or for fillingdr�1Q°w��Cay b lem supplied by the C with no extra compensettlement which occurs shall be refilled by the Contractor. Material shall be at the Contractor's expense and of a ma t e rial approved by the Engineer. f S urfac e: Restora o e: All surfaces shall be returned to the b original e rade and 23,000.3-L- e remod by the contour. Any excess dirt caused by displacement due to structures shall Contractor to a location as designated with no extra compensation. 23,0003.L.8. Clea i Up- Surplus pipe line material, tools and temporary structures shall be removed by the Contractor and all dirt and rubbish caused by his operat i and the ons and construction excess earth f excavations shall be hauled toad ump provided by the Contra site shall be left to the sa tisfaction of the Engineer. Clean up operations shall be accomplished promptly after tests are c ompleted. 23,000.4. 1diE FIOD OF N4EASUREMENT AND PAYME 23,000.4.A. pipe i Place. Pipe will be paid for at thointta�i� price t aerial and er l, of deliveri hng, iclude the cost of furnishing all pipe, rubber gasket, other m handling, laying, trenching, bedding, backfilling, compaction, testing and all material or work necessary to install the pipe complete in place at the depth above specified. The length of pipe for which payment is made shall be the o act fal ovrall length measured along the axis of the pipe without regard to intervening v r ings. All jacking shall be paid f ®r at the contract unit pri g�il p road� complete as spec fied pre us the water pipe and the casing under roadway and under Section 23,000.3.E21. Payment shall be made for the jacking length specified unless unforseen conditions require a change in length of jacking. 23,000A.B. Cast Iron —E—itti—ngs-- Cast iron specials will be pai p ic pound installed, said weights to include fittings, glands, bolts nd gaskets. t Payment foast iron fittings shall be for the published weights of mechanical Joint fittings the as listed uivalent in A.Wcas .W.A on Clio. if ductile iron fittings are used, the weight for payment shall be eqt ir weight. 23,000A.C. s will be paid for at the contract unit price per hydrant install e- d- LJydrants: Hydrant and bracing, but does not sthydrant alve complete with gravel, concrete base f these specificationif required. ,which shall be paid for under another item 0 Valves and Boxes: Gate valvenstaldled , d g extensions, will be paid 23,000.4.I7. GateVac[ for each ze. for at the contract unit price p er valve and box i 23,000A.E. ButteLfil Valves and Boxes: Butterfly valves, opx installed for erators and boxes each size, including extensions, will be paid for at the contract unit per valve and bo. 23,000-General (3\94) C 1994 Bonestroo, Rosene, Anderlik & , Associates, Inc. 23,000-12 23,000.4.F. Improved Pipe Foundation Material: The additional granular material required below the specified bedding shall be paid for per lineal foot of improved pipe foundation placed for each six (6) inch thickness of granular material placed. 23,000A.G. Rock Excavation: If rock is encountered in the trench, such rock excavation shall be measured by volume in cubic yards and shall be measured from the top of the rock to a point six (6) inches below the bottom of the pipe and twelve (12) inches from each side of the inside diameter of the pipe. The minimum trench width of the rock excavation shall be 36 inches. Payment shall be at the contract unit price per cubic yard. 23,000.4.1. Sand Cushion: Granular material used for a sand cushion in areas of rock excavation where suitable materials are not available on site shall be paid for at the contract unit price per ton of material deposited under and around the pipe. 23,000.4.1. Special Structures and. Appurtenances: Basis of payment for special structures and appurtenances not included above shall be stated in the "Special Provisions", "Specific Requirements" and/or "Proposal". End of Section 23,000-General (3194) Copyright 1994 Bonestroo, Rosene, Anderlik & Associates, Inc. 23,000-13 24,000. SEWERS General Requirements 24,000.1. DESCRIPTION: This work shall consist of the construction of sewers in accordance with the requirements of the Contract. Under the numbering system used herein numbers 24,000.2 - 24,000.2.N inclusive, deal with Materials; 24,000.3 - 24,000.7.A inclusive, deal with Construction Requirements; 24,000.8 - 24,000.8.K inclusive, deal with Method of Measurement and 24,000.9 - 24,000.9.M, inclusive, deal with Basis of Payment. It is intended that when the Standard Specifications do not cover the subject matter necessary to be covered, additional numbers in the appropriate section may be utilized in the Specific Requirements and the numerical sequence preserved. 24,000.1.A. Work Included: The Contractor shall, unless spgcified otherwise, furnish all materials, equipment, tools and labor necessary to do the work required under his contract and unload, haul and distribute all pipe, castings, fittings, manholes and accessories. The Contractor shall also excavate the trenches and pits to the required dimensions; sheet, brace and support the adjoining ground or structures where necessary; handle all drainage or groundwater; provide barricades, guards and warning lights; lay and test,, the pipe, castings, fittings, manholes and accessories; backfill and consolidate the trenches and pits; maintain the surface over the trench; remove surplus excavated material; and clean the site of the work. The Contractor shall also furnish all equipment, tools, labor and materials required to rearrange sewers, conduits, ducts, pipes or other structures encountered in the installation of the work. All the work to completely construct the sewer facilities shall be done in strict accordance with the contract documents to which these General Requirements are a part. 24,000.1.B. Specification Reference: In these General Requirements reference is made to the Minnesota Department of Transportation Specifications which shall mean the "Standard Specifications for Highway Construction" of the Mn/DOT, dated January 1, 1983 and subsequent amendments. 24,000.2. MATERIALS: The materials used in this work shall be new and conform to the requirements for class, kind and size of material specified below or as altered or more specifically described in the "Specific Requirements ", "Special Provisions" and "Proposal ". 24,000.2.A. Clay Pipe: Clay sewer pipe and fittings shall conform to the requirements of the current A.S.T.M. Specification C -700 for extra strength clay sewer pipe. Extra strength pipe shall be used for all Nitrified Clay Sewer Pipe on the project. 24,000.2.B. Polyvinyl Chloride Sewer Pipe: Polyvinyl chloride sewer pipe,and fittings shall be produced by a continuous extrusion process using Type 1, Grade 1 material as defined in A.S.T.M. Spec. D -1784. The design, dimensions and wall thickness shall be in accordance with ASTM Spec. D -3034, SDR 35. 24,000- General (3/94) Copyright 1994 Bonestroo, Rosene, Anderlik & Associates, Inc. 24,000 -1 24,000.2.C. - Reinforced Concrete Sewer ,Pip The sewer pipe shall conform to the requirements of the Standard Specifications for Reinforced Concrete Sewer Pipe, A.S.T.A Designation C-76 of the class designated on the plans and in the Proposal. Metal Pipe: Corrugated metal pipe shall conform to the Standard 24,000.2.D. Cor gg� d� Metal Pipe Culvert of the A.A.S.H.O. Specification M-36 with Specifications for Corrugated exceptions and additions as noted in Mn/DOT Specification 3226. The kind of base metal and gauge is stated in the "Specific Requirements". If any special coating is required, it will be stated in the "Specific Requirements". 24,000.2,E. Duc Iron Pipe: Ductile iron pipe shall �o�uir om qAWWA Standard C151 of the class and type stated in he pecfic Requirements ductile ty J iron pipe shall have mechanical or push-on oints and shall have a standard thickness , j cement mortar lining in accordance with AWWA Standard 0104. Where ductile iron pipe is used as a pressure line receivAga scharge rom ved i pumpng all joints shall be electrically conductive by use of copper rs or appro conductve gaskets with copper inserts. 24,000.2.F. Cast .. Iron Fittin Where ductile iron pipe is furnished, fittings shall be mechanical joint in accordance with AIWA Standard 0110. All fittings shal of l e ment designed for 150 p si working pressure. All fittings shall have a standard thickness mortar lining n accordance with AWWA Standard C104. Ductile iron fittings in accordance. with AWWA Standard C-153 are considered equal. 24,000.2.G. Joints and Joi LMaterials: 24,000.2.G.1. Clay Pipe: Clay pipe joints shall be rubber or plastic type c ompression joints in accordance with A.S.T.M. Spec. C-425. Plain-end vitrified clay pipe may be used which employ Type B compression couplings in accordance with ASTM Specification 0594. 24,000.2.G.2. Pol yL_Qhloride Pipe Polyvinyl chloride pipe joints shat bemll a endations nd spigot t w ith solvent cement applied in accordance with the manufacturer's recom. Gasketed push-on type joints are considered equal. 24,000.2.G.3. Con L-ete Pip—e. Reinforced concrete pipe joints shall meet the requirements of ASTM Specification C-361 and shall be the Bureau of Reclamation Type R-4. Deformed concrete pipe shall be jointed with material similar to Ram-Nek, Hamilton Kent, Kent Seal No. 2 or equal gasket material applied in accordance with manufacturer's recommendations. 24,000.2.G.4. Ductil Iron Pipe: Gaskets for mechanical joint and push-on joint All pipe shall for be designated and manufactured to exact dimensions to assure a liquid ti joint. joints g ht pipe used as a pressure line shall be installed with an electric contact through every joint. Joints shall conform to AWWA Standard C111. 24,000-General (4/94) Copyrigbt 1994 Bonestroo, Rosene-, Anderlik 24,000-2 & Associates, Inc- 24,000.2.G5. Corrugated Metal Pipe: Corrugated metal pipe shall be joined using coupling bands in accordance with Mri/DOT Specification 3226. 24,000.2.H. Manhole and Catch Basin Frames & Covers: Cast iron for both manholes and catch basin frames and covers shall be of the best grade of cast iron, free from all injurious defects and flaws and shall be Class 35 iron in accordance with A.S.T.M. Spec. A-48. Each casting shall be sand blasted but no further coating or finish is required. Both the surface of the cover and frame in contact shall be machined for non-rocking protection. The words "SANITARY SEWER" or "STORM SEWER" shall be cast on top of each manhole cover in two inch letters where each is applicable. All manhole castings shall be furnished with two concealed type pick holes of a design approved by the Engineer. The type, style and weight of all manhole castings, special castings and catch basin castings shall be as stated in the "Specific Requirements". 24,000.2.1. Manhole Steps. 24,000.2.1.1. Cast iron Manhole Steps: Cast iron manhole steps shall be manufactured from hi-test metal having a minimum tensile strength 35,000 pounds per square inch. All manhole steps shall be Neenah Foundry Step No. R-1981J, Badger F-15 or equal. All steps shall conform to the requirements of A.S.T.M. Designation C-478. 24,000.2.1.2. Aluminum Manhole Steps: Aluminum manhole steps of a design similar to the cast iron steps specified may be used. Aluminum manhole steps shall be made of Apex Ternalloy No. 5 aluminum alloy. 24,000.2.1.3. Polypropylene Coated Manhole Steps- Polypropylene molded over steel reinforcing rod and similar in design to the cast iron steps specified may be used. All such steps shall be M.A. Industries (SP-1-PF) Manhole Step, or equal. 24,000.2.J. Pre-Cast Concrete Manholes: Precast concrete manholes shall be used for all manholes more than 6.5' deep from rim to top of pipe and shall conform to the requirements of A.S.T.M. Designation C-478. Segmental block may be used for the lower portion of manholes over large diameter pipe up to the top of the largest pipe. Unless otherwise stated, the internal diameter shall be four feet. The upper section of the manhole shall be reduced to a smaller diameter opening by use of an eccentric pre-cast cone made expressly for this purpose. On manholes 8 ft. deep and greater the pre-cast section immediately below the cone section shall be one (I foot in height). The vertical wall of the cone shall be on the downstream side of the manhole, except for pipe 36 inches in diameter or greater where steps will be placed to provide the most suitable access. A minimum of 2 rings and a maximum of four rings of adjustment shall be allowed. All manholes shall be watertight. Precast manhole joints shall be rubber o-ring gasket type. All manhole steps shall be securely and neatly mortared in place. All lifting holes shall be neatly mortared up. Manhole bases may be pre-cast or poured in place. Poured in place bases must be acceptably cured before the manhole sections are placed on the hardened slab. The inverts of all manholes shall be shaped to the half section of equivalent size pipe conforming to the inlet and outlet pipe so as to allow for a free 24,000-General (3/94) Copyright 1994 Bonestroo, Rosene, Anderlik & Associates, Inc. 24,000-3 to flow line. Man may be sup plied With ions f a ll lines 15" in diameter or smaller* uninterrupted flow with all surfaces spopelnog to nnect greater unless design preformed i and watertight PI grades are 2 percent or Preformed inverts will not ma nholeed allow where pipe _ grade is built through the . a nd catch basins shall be cons tructed in accordance with All man holes catch basin manholes included in the contract documents- the are less of e, with offset they shall the detail Plat es than 6.5 feet from to top O l e or catch b dep and a precast concr manhole pip slab Where manhole precast concr rnanhole sections be built with street loading• the pre-cast section opening suitable for n ast concrete ma nhole top slab, Where man holes are constructed using a prec Iv below the s l a b s hall be one (1) foot in height. immediate, st man hole bottom sections may be used for the installation - Of al small "Mini -Tee" type preca e s ewers in li of the construction method I A di concrete Pip described above st segmental ra dial block m ay be use Q,�Omental Block- Eight inch preca mtie °requirdement Pre-C—a-st �_ eter pipe and for shallow 24,000. lar e diam s h a ll conform for t h e lower p ortion Of ma nhole over p manufacture of these blocks struction o f Catch Basins concrete used in the U for Con basins. cat for C & Masonry of A.S• I'Specifi & Manholes", Serial Designation C-139. half inch o f mortar as per The exterior 0 lack n1a nholes shall be plastered With one- Paragraph 24,00.5.D. concrete man h o les and all r ock for monolithic Concrete to A.S.T.M. c l e an washed sand and crushed Concrete Materials Cem ent Type 1, in 24,000.2.L. shall cOn bases shall consist of Standard Portland Ce . Portland cemenanon , eterious materials C-150, Gradation shall t Type 1, Standard Serial Design and gravel free f del obtain a concrete cat Portland Cemen ater-cement rat to Specift approval of t h e E be subject to eer with proper w t the 0 poun per square inch in 28 days- test not less than 300 ete bl or brick manholes or s. . Mortar use f laying up cOncr consist of Standard portland 24,000.2.M. Mortar Material . rs o f man holes shall onforM to spec ifications for used for plastering lift h oles and exterio -150. Lime shall c cations t ° draulic �andard Serial Des i gn ation C iornation C-6 or sPecifl . hall be cement Type 1, S on C-141. Gradai s fin ishi ng hydrated lime, A.S.T.M. Serial Serial Designation normal Dur poses, A.S.T.M. hydrated lime for s t r uctural I Engineer. , to the a pproval of the 24,000-General (3/94) 1 24,000.3.D.6. Overhead Utilities & Obstructions: Overhead utilities, poles, etc., shall be protected against damage by the Contractor and if damaged by the Contractor, shall be replaced by him. Should it become necessary during the progress of the work to remove or relocate existing poles, overhead utilities and obstructions, the Owner shall cause the same to be done at no expense to the Contractor unless otherwise provided for in the "Special Provisions" or "Specific Requirement". It will be the duty of the Contractor to visit the site and make exact determination of the existence of any such facility prior to the submission of his bid. 24,000.3.E. Excavation & Preparation of Trench: 24,000.3.E.1. Description: The trench shall be dug to the alignment and depth shown on the plans and only so far in advance of pipe laying as Engineer shall specify. The trench shall be so braced (Section 24,000.3.E.11) and drained that workmen may work safely and efficiently therein. All trenches shall be excavated and/or sheeted and braced in accordance with applicable State Regulations relating to industrial safety to a safe angle of repose. Such angle of repose shall 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 more restrictive. All surface water and ground water discharges shall be conducted to natural drainage channels, drains or storm sewers. 24,000.3.E.2. Width: The trench width at the top of the excavation may vary with and depend upon the depth of trench and the nature of the excavated material encountered, but in any case shall be of ample width to permit the pipe to be laid and jointed properly and the backfill to be placed and compacted properly. The minimum width of unsheeted trench shall be 18 inches and for pipe 10 inches or larger at least one foot greater than the nominal diameter of the pipe. All trenches shall be excavated to conform to the State Industrial Commission Safety requirements and applicable OSHA Standards. 24,000.3.E.3. Pipe Bedding: All sewer pipe shall be bedded for strength purposes in accordance with the class of bedding specified in the Specific Requirements, as detailed in the Standard Detail Plates, or as indicated on the plans and/or proposal. Where no specific class of pipe bedding is listed, it shall be understood to be Class C-1 bedding. Side fills and the area over the pipe to the depths indicated on the sewer bedding detail shall be filled with natural trench material carefully compacted in place. 24,000.3.E.3.1. Class C-1 Bedding: Where Class C-1 bedding is specified or allowed with existing materials, the trench shall have a bottom conforming to the grade to which the pipe is to be laid. The pipe shall be laid upon sound soil, cut true and even so that the barrel of the pipe will have bearing over at least 50 percent of the pipe width for its entire length. Bell holes shall be excavated to insure that the pipe rests for its entire length upon the bottom of the trench. When a uniform trench bottom cannot be formed as specified, Class C-2 bedding shall be used. 24,000-General (3/94) Copyright 1994 Bonestroo, Rosene, Anderlik & Associates, Inc. 24,000-7 The Contractor may, at his Class option, e a Class C -2 bedding in lieu of Class C -1 bedding, additional compensatielect to use allowed therefor . without any is spec ified or allowed, the pipe Where Class C -2 beddi ngifications. The depth of bedding 24,000.3.E-3.2. Class C -2 Beddin -g= , shallbeb ended on granular materials me 24000.2.N sp l ter of the pipe barre, but not less than six inches in shall. be one fourth e s a�da d d� a�ap ates, e shall. accordance with th is specified or allowed, the pip Where B bedding p shall 0.3.E.3.3• C lass B $edd in�_ s efecations. The depth of bedding one 24,00 24,000.2.N. ci p be bedded on granular materials meeting barrel, but not less than six inches p fourth of the outside diameter of the pipe e e barrel all with the standard detail pl ate. h on i half of the outside diameter of e pi ll in accor is specified or allowed, the pipe shall p Where Class A bedding p P s' cone 3 4 C lass A Beddi ch to a p and Det oint one half the ou tside diameter Class C -1 bedding exceete shall be 24,000.3.E pt that 20 p be bedded in the sa me manner as for tre laced around the pipe from the bottom of the p h the bottom of te trench all in accordance with the tan of the pipe barrel above shall be installed and Plate. � po l yv inyl chloride sewer pipe Practice for VC pi $ed din specification D -2321, "Recommended 24, ®00.3.E.3.5 P ranular materials meeting bedded ible in accorda on of Flex'ThermoplasticSewer Pipe" with g Pipe '�� granular materia the pipe. f Specification 24,OOflplaced Underground the bottom of the pipe to a point 12" above the top 2.N• used for all P pi bedding. gravel material from a point below action of sand and 95% percent of maximum de si t for as such bedding Bedding requirements shall i mechanical ' con�ip Pa Be g to at least ninety-five pipe Methods �� of the pipe cross -sec ion. furn sand or gravel M considered incidental to the instal �a fu n of the sewer pip surrounding the 98 to prevent deflection p,STM erations shall be co i t h e Contractor shal and compaction OP ranular nature, Where existing soils are of noel -g placem ent as far pipe bedding incidental to the cost of the pipe, 0 days after p material p p Deflections er d eserves the right to measure de nec ? time the warranty P red failure of th The Owner r rovede trench i e diameter shall be considered of backfill ma.ter ( the cent of th d inside pipe aired to re- excavate the trench and p o for greater than five ( ) p be required bedding p and the Contractor may with no addition contractor with no action along the side of the sewer pipe perform by the additional comp i e shall be p such work. Deflectionn wed they f � p additional compensate grade shall be Foul Grad Any part of the trench excavated below e � s ation to the Correcten tt ' - a cted without additional comp 24,000.3.E. ughly comp corrected with app aterial thoro Contractor. nn nnn_Ceneral (3194) 24,000.3.E.5. Improved Pipe Foundation: When the bottom of the trench is soft or where in the opinion of the Engineer unsatisfactory foundation conditions exist, the Contractor shall excavate to a depth to insure proper foundation. The excavation shall then be brought up to pipe grade with thoroughly compacted granular materials meeting Specification 24,000.2.N. No payment will be made for rock installed without the knowledge or consent of the Engineer nor will payment be made for rock installed only for dewatering purposes. Payment will be made for only the authorized granular foundation material placed under the pipe. It shall be the Contractor's responsibility to notify the Engineer of changing soil conditions which may be of poor bearing capacity and when organic soils are encountered. Where utilities are placed on unstable soils without notification of the Engineer, the Contractor shall be responsible for all repairs and correction of the installation without further compensation. 24,000.3.E.6. Pipe Clearance in Rock: Ledge rock, boulders and large stones shall be removed to provide a clearance of at least 6 inches below the outside barrel of the pipe and to a clear width of 6 inches on each side of all pipe and appurtenances for pipe 15 inches or less in diameter; for pipes larger than 15 inches, a clearance of 6 inches below and a clear width of 9 inches on each side of outside diameter of pipe shall be provided. Adequate clearance for properly jointing pipe laid in rock trenches shall be provided at bell holes. 24,000.3.E.7. Pipe Bedding in Rock: Where rock is encountered, the space between the rock and the pipe surfaces shall be backfilled with granular materials meeting specification 24,000.2.N. and thoroughly tamped. The material from the trench excavation, other than rock, boulders, peat, silt or other unacceptable material, shall be considered as suitable material. No additional compensation for placing or tamping this material shall be allowed. However, in the event that additional material must be hauled in, the hauling of the suitable granular material for the pipe bed shall be paid for on a weight basis only when ordered placed by the Engineer. 24,000.3.E.8. Solid Rock Excavation Defined: Solid rock excavation shall include such rocks as are not decomposed, weathered or shattered and which will require blasting, barring, wedging or use of air tools for removal. Under this classification shall be included the removal of any concrete or masonry structures (except concrete pavement, curb, gutter and sidewalk) or boulders exceeding one-half (1/2) cubic yard in volume that may be encountered in the work. 24,000.3.E.9. Blasting Procedure: Blasting for excavation will not proceed until the Contractor has notified the Engineer of the necessity to do so, such notification shall in no manner relieve the Contractor of the hazards and liability contingent in blasting operations. The hours of blasting will be fixed by the Owner. Any damage caused by blasting shall be repaired by the Contractor at his expense. The Contractor's methods of procedure relative to blasting shall conform to local and state laws and municipal ordinances. 24,000.3.E.10. Bell Holes Required: Bell holes of ample dimensions shall be dug in trenches at each joint to permit the jointing to be made properly. 24,000-General (3/94) Copyright 1994 Bonestroo, Rosene, A-nderlik & Associates, Inc. 24,000-9 24,000.3.E.11. Braced & Sheeted Trenches: The Contractor shall adequately brace and sheet excavations wherever necessary to prevent caving or damage to nearby property. The cost of this temporary sheeting and bracing, unless provided for otherwise, shall be considered as part of the excavation costs without additional compensation to the Contractor. Trench sheeting or bracing shall remain in place until the pipe has been laid, tested for defects and repaired if necessary, and the earth around it compacted to a depth of one foot over the top of the pipe. Sheeting, bracing, etc. placed in the "pipe zone" (that part of the trench below a distance of one foot above the top of the pipe) shall not be removed without the written permission or written order of the Engineer. Sheeting ordered left in place by the Engineer shall be paid for at the unit price bid. The Contractor may also leave in place, at his own expense, any sheeting or bracing in addition to that ordered left in place by the Engineer necessary to prevent injury or damage to persons, corporations, or property, whether public or private, for which the Contractor under the terms of this contract is liable. 24,000.3.E.12. Manner of Piling Excavated Material: All excavated material shall be piled in a manner that will not endanger the work and that will avoid obstructing sidewalks and driveways. Gutters shall be kept clear or other satisfactory provisions made for street drainage. 24,000.3.E.13. Maintenance of Traffic: When traffic cannot be diverted, it will be permitted to use the highway at all times. the Contractor shall at his own expense erect and maintain warning signs and warning barricades. The Contractor shall at his own expense, place and maintain acceptable warning lights and barricades to protect persons from injury and to avoid property damage. At all dangerous intersections, bypasses, and intercepting roads, the Contractor shall at his own expense furnish, erect and maintain such warning barricades as are necessary and required by the Engineer, and he shall place and maintain acceptable warning lights at each. It shall be the Contractor's responsibility to check and inspect all lights and barricades at all times including Sundays and Holidays. He shall maintain the streets in a passable condition, shall conduct his work so as to create a minimum amount of inconvenience to traffic and shall furnish not less than two flagmen at each location where loading or depositing of material requires the turning of the trucks on any state highway or "main street" and where the operation o ' f construction equipment endangers traffic. Temporary suspension of work does not relieve the Contractor of the responsibility outlined in the above requirements. 24,000.3.E.14. Property Protection: Trees, fences, poles and all other property shall be protected unless their removal is authorized; and any property damaged shall be satisfactorily restored by the Contractor, or adequate compensation therefor shall be the responsibility of the Contractor. Where tree trimming is required, all cut surfaces one inch or more in diameter shall be covered with a coat of asphalt paint. 24,000-General (3/94) Copyright 1994 Bonestroo, Rosene, ADderlik & Associates,. Inc. 24,000-10 24,000.3.E.15. Interruption of Water Service: No valve or other control on the existing system shall be operated for any purpose by the Contractor without approval of the Engineer and all consumers affected by such operation shall be notified by the Contractor at least an hour before the operation and advised of the probable time when service will be restored. 24,000.3.E.16. Tunneling, Jacking or Excavation Other Than Open Trench: Where pipe cannot be placed by open trench excavation, the method for placing and payment thereof shall be stated in the "Specific Requirements". 24,000.3.E.17. Manner of Handling Pipe & Accessories Into Trench: Proper implements, tools and facilities satisfactory to the Engineer shall be provided and used by the Contractor for the safe and convenient prosecution of the work. 24,000.3.E.18. Pipe Kept Clean: All foreign matter or dirt shall be removed from the inside of the pipe before it is lowered into its position in the trench, and it shall be kept clean by approved means during and after laying. All matter entering the pipe shall be removed by the Contractor prior to acceptance with no additional compensation allowed. 24,0003.E.19. Laying the Rine. The spigot shall be lubricated, centered in the bell, the pipe shoved into position and brought into true alignment; it shall be secured there with earth carefully tamped under and on each side of it, excepting at the bell holes. Care shall be taken to prevent dirt from entering the joint space. 24,000.3.E.20. Preventing. Trench Water From Entering Pipe: All openings along the line of sewer shall be securely closed, and at the suspension of work at any time, suitable stoppers shall be placed to prevent water, earth or other substances from entering the sewer. 24,000.3.E.21. Bell Ends to Face Direction of Laying- Pipe laying shall proceed upgrade with spigot ends pointing in the direction of flow. 24,000.3.E.22. Railroad & Highway Crossing: When any railroad or highway is crossed, all precautionary construction measures required by the railroad or highway shall be followed. Railroad or highway crossings shall be jacking or tunneling and construction and permit requirements shall be as stated in the "Specific Requirements". 24,000.3.E.23. Unsuitable conditions for Laying Pipe: No pipe shall be laid in water or when the trench conditions are unsuitable for such work. 24,000.3.E.24. Jointing: Joints for vitrified clay and concrete pipe shall be made by wiping the joints clean, applying the manufacturer's recommended lubricant compound over the entire joint surface and then inserting the spigot end into the bell with sufficient force to properly seat the pipes. Joints for polyvinyl chloride pipe shall be made by the use of a solvent cement or push- on rubber gaskets. All jointing procedure shall be in accordance with the recommendations of the pipe manufacturer. 24,000 - General (3/94) Copyright 1994 Bonestroo, Rosene, Anderlik & Associates, Inc. 24,000-11 After joints are made, any superfluous material inside the pipe shall be removed by means of an approved follower or scraper. All joints must be watertight, and any leaks or defects discovered must be immediately repaired. Any pipe which has been disturbed after being laid must be taken up, the joint cleaned and properly relaid as directed by the Engineer. Joints connecting cast iron pipe with concrete or clay pipes shall be made with a concrete collar completely surrounding the joint or approved adapter. Where a sewer line outlets to grade or where the line is terminated with a flared end section, the Contractor shall fasten at least the last three (3) joints together by the use of "U" bolt fasteners approved and as recommended by the pipe manufacturers, 24,000.4.A. Wye Branches: Extra strength wye branches shall be placed at the locations directed by the Engineer. The wye branch shall be placed so that the Wye is located at approximately a 45o angle from horizontal. Vitrified or other suitable plugs shall be provided for the openings. Plugs shall be installed with Atlastic 77, Sonolastic Sealant or equal joint material or shall be specifically designed for the opening to be plugged. 24,000A.B. Risers: Standard weight cast iron soil pipe shall be used as risers to extend service connections to a point within 10 feet of the street grade or as directed. Risers shall be installed in accordance with the standard service riser detail plate. Care shall be taken in backfilling so as not to damage the riser installation. Suitable plugs shall be provided for the openings, properly sealed. 24,000A.0. Records & Location of Service Connections: It shall be the duty of the Contractor to keep an accurate record of service connections, as to location, depth to top of riser, type of connection provided, etc. Location shall be made in respect to nearest manhole center, downgrade from the service. This record shall be turned over to the Engineer at the end of each week. "I - 0111m 24,000.5.A. General: All reference to manholes shall apply equally to catch basin structures in this section of the specifications. 24,000.5.B. Excavation: Excavation shall be to a depth and size to provide for construction of the manholes and catch basins as shown in detail on the plans. 24,000.5.C. Concrete Base: Concrete base for manhole construction shall be of size and depth as shown on the plans. Concrete used for this purpose shall consist of one part Portland cement, two parts of clean sharp sand and four parts of graded coarse aggregate. Material used for this purpose shall be subject to the approval of the Engineer. Base shall be poured on undisturbed earth prior to setting the precast manhole sections. Precast concrete manhole bases shall be considered equal. 24,000 - General (3(94) Copyright 1994 Bonestroo, Rosene, Anderlik & Associates, Inc. 24,000-12 24,000.5.D. Walls: Material to be used in the walls of manholes shall be as specified in Section 24,000.2. All external surfaces of concrete block manholes if permitted shall be plastered with a 1/2 inch coat of Portland cement mortar. Mortar shall contain one part of cement to three parts of suitable plaster sand. Lime or mortar mix shall be used in amount necessary to make a suitable mixture for plastering purposes, but not to exceed 15% by volume of cement. Mortar used for laying concrete block shall consist of one part Portland cement to two parts of sand to which lime or mortar mix may be added not to exceed fifteen percent (15%) by volume of cement. 24,000.5.E. Manhole Steps: Manhole steps shall be of the type as specified in Section 24,000.2.3. Spacing shall be as shown on the detailed manhole plans, but not greater than 16 inches in vertical alignment. 24,000.5.F. Placing Manhole Rings & Covers: The frame or ring casting shall be set to the designation elevation in a full mortar bed, 24,000.5.G. Placing Catch Basin Frames & Covers: Where catch basins are to be placed to final grade and castings are to be installed in curbing, then the casting and all adjusting rings shall be encased in concrete at least 4 inches in thickness. Where curb and street work is to be done under separate contract the casting frame shall be set in mortar only. 24,000.5.H. Drop Manhole Inlets: Encased drop inlets shall be constructed as required on the plans and in accordance with the standard Drop Inlet Detail Plate 24,000.6. BACKFILLING, CLEANING UP & MAINTAINING SURFACES: 24,000.6.A. Backfilling Procedure at Zone: All trenches and excavations shall be backfilled immediately after pipe is laid therein. For backfill up to a level of one foot over the top of the pipe, only selected materials free from rock, boulders, debris or other high void content substances, shall be used. The backfilling shall be placed completely under the pipe haunches in uniform layers not exceeding 4 inches in depth. Each layer shall be placed, then carefully and uniformly tamped to eliminate the possibility of lateral displacement and to provide uniform support completely under the pipe haunches. The backfill material shall be moistened if necessary, tamped in 4 inch layers and thoroughly compacted under and on each side of the pipe to provide solid backing against the external surface of the pipe. The installation and backfilling of polyvinyl chloride pipe shall be in accordance with A.S.T.M. D-2321 with special attention given to compacting the backfill material around the pipe to at least 95 percent of maximum density to a distance of one foot above the top of the pipe. 24,000-General (3/94) C-opyrigbt 1994 Bonestroo, Rosene, Anderlik & Associates, Inc. 24,000-13 24,000.6.B. Backfill Procedure Above Pipe Zone: (Type "A") Procedure where settlement is allowable. Succeeding layers of backfill may contain coarser materials and shall be free from pieces of rock, concrete or clay lump more than one cubic foot in volume, roots, stumps, tin cans, rubbish, frozen materials and other similar articles whose presence in the backfill would cause excessive settlement. This type of backfilling may be accomplished above the pipe zone by any mechanical means or otherwise, at the option of the Contractor. Surface shall be maintained in passable condition for traffic until date of final inspection. Backfilling under exposed existing utilities shall be compacted to prevent settlement and any future displacement. 24,000.6.C. Backfill Procedure Above Pipe Zone: (Type "C") Succeeding layers of backfill may contain coarser materials and shall be free from pieces of rock, concrete or clay lump more than one cubic foot in volume, roots, stumps, tin cans, rubbish, frozen materials and other similar articles whose presence in the backfill would cause excessive settlement. This type of backfilling may be compacted by puddling with hose and long pipe nozzle or by flooding the trench, as the backfilling is accomplished above the pipe zone by any mechanical means or otherwise at the option of the Contractor. It is important that proper precautions be taken to prevent flooding of the pipe when flooding the trench, and the Contractor shall be wholly responsible for neglect of these precautions. 24,000.6.D. Procedure Where No Settlement is Allowable: (Type "C") Succeeding layers of backfill may contain coarser materials and shall be free from pieces of rock, concrete or clay lump more than one cubic foot in volume, roots, stumps, tin cans, rubbish, frozen materials and other similar articles whose presence in the backfill would cause excessive settlement. This type of backfilling shall be placed in uniform layers, before compaction, of approximately 6 inches, tamped by mechanical means to the density specified in the Specific Requirements. 24,000.6.E. Procedure Where No Settlement is Allowable: (Type "D") Succeeding layers of backfill shall be made of selected materials meeting requirements as set forth in the "Specific Requirements." This type of backfilling shall be placed in uniform layers, before compa of approximately 6 inches, tamped by mechanical means to the density specified in the Specific Requirements. 24,000.6.F. Density Tests: Density tests will be performed 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 with no additional compensation being made to the Contractor. All testing costs pertaining to passing tests shall be paid for by the Owner. All testing costs pertaining to failing tests will be charged to and paid for by the contractor. Where areas have not been compacted sufficiently to meet specific density requirements, these areas shall be excavated and recompacted until the density requirements are met. All cost for the work associated with recompaction shall be the Contractor's sole responsibility. 24.000-General (3194) Copyright 1994 Bonestroo, Rosene. Anderlik & Associates, Inc. 24,000-14 24,000.6.G. Deficiency of Backfill, By Whom Supplied: Any deficiency in the quantity of material for backfilling the trenches, or for filling depressions caused by settlement, shall be supplied by the Contractor with no extra compensation allowed. Any settlement which occurs shall be refilled by the Contractor. Material shall be provided at the Contractor's expense and the material shall be approved by the Engineer. 24,000.6.H. Disposal of Excess Materials and Debris: Unless otherwise specified, excavated material either not suitable or not required for fill material shall be disposed of by the Contractor outside of the right-of-way at his expense in any manner he may elect subject to the provisions of the following paragraph. Before dumping such materials or debris on a private or public land, the Contractor must obtain from the Owner of such land written permission for such dumping and a waiver of all claims against the Owner for any damage to such land which may result therefrom together with all permits required by law for such dumping. A copy of such permission, waiver of claims and permit shall be filed with the Engineer before said disposal is made. 24,000.6.1. Restoration of Surface: All surfaces disturbed during the construction period, whether caused by actual excavation, deposition of excavated material, or by the construction equipment, shall be returned to its original conditions or better. Exceptions to the above, if any, or special instructions pertaining to any particular section of the project will be outlined in the "Special Provisions". 24,000.6.J. Cleaning Uk: Surplus pipe line material, tools and temporary structures shall be removed by the Contractor, and all dirt, rubbish, caused by his operations and excess earth from excavations shall be hauled to a dump provided by the Contractor and the construction site shall be left to the satisfaction of the Engineer. Clean up and restoration shall include the replacement and restoration of all street signs, mailboxes, posts, fences and similar items disturbed by the construction described herein. Unless otherwise noted in the Special Provisions or Proposal all items of clean-up and restorations shall be considered incidental to the contract with no additional compensation allowed. ME 24,000.7.A. Infiltration in Sewers: Upon completion of the sewer construction, leakage tests shall be made to determine the amount of ground water infiltration into the sewers. Measurements will be made by means of 90o V-notch weirs placed in the lines. Measurements shall be taken at all points where, in the opinion of the Engineer, the flow of water in the sewers is greater than the maximum allowable leakage. Tests may be taken between individual manholes and the infiltration in any given line shall not exceed the specified maximum allowable rate. The maximum allowable rate of leakage shall not exceed 100 gallons per mile per inch diameter of pipe per day. 24,000 - General (3/94) Copyright 1994 Bonestroo, Rosene, Anderlik & Associates, Inc. 24,000-15 The Contractor shall furnish the weirs and other material and the labor for placing the weirs in the sewers and shall assist the Engineer in making the measurements. The Contractor shall receive no additional compensation for making the leakage tests or corrective work necessary to reduce leakage below the maximum allowed by the specifications. 24,000.8.A. Trench Excavation: Trench excavation will be measured in linear feet of trench according to the zone classifications specified as follows: From 0' to 8', from 8' to 10', and in two foot increments thereafter, which are based on the total depth of the trench to the designated grade of the pipe invert. No deduction in depth will be made for rock encountered in the trench above the designated grade. Measurement will be made along the centerline of the sewer and from center to center of all manholes, catch basins or junction fittings. 24,000.8.B. Solid Rock Excavation: If solid rock is encountered in the trench, such rock excavation shall be measured by volume in cubic yards and shall be measured from the top of the rock to a point six inches below the outside barrel of pipe and twelve inches from each side of inside diameter of pipe. The minimum trench width of the solid rock excavation shall be 36 inches. For measurement purposes volume will be computed based on vertical walls for the width specified above. 24,000.8.C. Sewer Pipe with Bedding: pipe of each diameter and classification furnished and installed with associated pipe bedding will be measured separately by length in linear feet. Measurement will be made along the centerline of the sewer and from center to center of all manholes, catch basins or junction fittings. Where bends, tee manholes, flared end sections or other special shapes are installed, the length of pipe replaced by these structures shall be deducted from the distance from center of manhole to center of manhole for pay purposes. The special structures will be paid for as separate bid items. 24,000.8.D. Service Connection: Wyes and tee branches of each diameter and classification furnished and installed will be measured as a unit. 24,000.8.E. Service Riser Pipe: Sewer pipe used for service risers of each diameter and classification furnished and installed will be measured separately by vertical length in linear feet from the centerline of the sewer to the top of the last riser section. 24,000.8.F. Constructing Manholes: ' Manholes will be measured by depth of the structure from the invert of the pipe to the top of the cover in linear feet, based on the dimensions as staked by the Engineer. 24,000-General (3/94) Copyright 1994 Bonestroo, Rosene, Anderlik & Associates, Inc. 24.000-16 24,000.8.G. Constructing Catch Basins: Catch basins will be measured by the number of catch basins completed as to shape, size, and depth according to the plans, 24,000.8.H. Improved Pipe Foundation: Granular materials placed for improving pipe foundation below the specified pipe bedding shall be measured by the lineal foot of pipe placed with improved foundation in six inch depth increments of granular material placed. As an example, if two feet of granular material is required for improved pipe foundation under a 12" pipe installed with C-2 bedding; six inches of material is required for Class C-2 bedding and improved pipe foundation shall be measured as three lineal feet, six inches deep. 24,000.8.J. Drop Inlets: Drop inlets will be measured by depth from the lowest invert of the manhole to the invert of the pipe being served by the drop inlet. 24,000.8.K. Special Structures & Appurtenances: Methods of measurement for special structures and appurtenances not included above shall be as stated in the "Special Provisions," "Specific Requirements," and "Proposal". 24,000.9. BASIS OF PAYMENT: 24,000.9.A. Trench Excavation & Backfill: Regardless of the width excavated, sewer pipe furnished and installed with bedding will be paid for at the Contract Unit Price per linear foot of pipe falling within each of the following depth zones as measured from the profile grade: From 0' to 8', from 8' to 10', and two foot increments thereafter. Excavation and backfilling of trench and associated pipe bedding shall be included in the price of sewer pipe furnished and installed. 24,000.9,B. Solid Rock Excavation: Solid rock excavation will be paid for at the Contract Unit Price per cubic yard. 24,000.9.0. Sewer Pine with Bedding in Place: Sewer pipe in each diameter and classification furnished and installed will be paid for at the Contract Price per linear foot which shall include payment for trench excavation and backfilling and associated pipe bedding. 24,000.9.D. Ductile Iron Pipe: Ductile iron pipe will be paid for at the Contract Unit Price per linear foot for each type and diameter of pipe furnished which shall include payment for trench excavation and backfill. 24,000.9.E. Wye Branches: Wye branches will be paid for at the Contract Unit Price for each unit furnished and installed of the size specified on the Proposal. 24,000-General (3/94) Copyright 1994 Bonestroo, Rosene, AnderEk & Associates, Inc. 24.000-17 24,000.9.F. Service Riser Pipe: Service riser pipe will be paid for at the Contract Unit Price per linear foot for the vertical distance from the centerline of the sewer to the top of riser. Concrete reinforcement of the main sewer and riser pipe as described in Section 24,000.4.B. shall be considered as incidental and will not constitute a pay item. 24,0009.G. Constructing Manholes to Depth of Eight Feet: Constructing of manholes to a depth of eight (8) feet will be paid for at the Contract Unit Price per manhole which shall include furnishing and placing the manhole frame and cover. This section also applies to all catch basin manholes and catch basins. 24,000.9.H. Constructing Manholes to a Depth Greater than Eight Feet: Constructing of manholes to a depth greater than eight (8) feet will be paid for at the Contract Unit Price per manhole plus the unit price per linear foot for each foot of depth that is greater than eight feet. This section also applies to all catch basin manholes and catch basins. 24,000.9.1. Constructing Catch Ba:sins: Constructing catch basins as shown on the plans will be paid for at the Contract Unit Price per catch basin which shall include furnishing and placing the catch basin frame and grating. 24,000.9.J. Improved Pipe Foundation: Authorized granular materials for improving pipe foundation in place shall be paid for at the Contract Unit Price per lineal foot for each six inch layer placed below pipe bedding. 24,000.9.K. Sand Cushion: Granular material for a sand cushion in place in rock excavation shall be paid for at the Contract Unit Price per ton. 24,000.9.L. Drop Inlet Pipe: Drop inlets in place shall be paid for at the Contract Unit Price per linear foot which shall be payment in full for the extended manhole base, encasement, drop pipe, cast iron tee, cast iron pipe and concrete collar. Payment shall be made for sewer pipe from center to center of all manholes as per Section 24,000.8.C. when cast iron pipe is extended for drop inlets. 24,000.9.M. Special Structures & Appurtenances: Basis of payment for special structures and appurtenances not included above shall be stated in the "Special Provisions," "Specific Requirement," and "Proposal". End of Section 24,000-General (3/94) Copyright 1994 Boncstroo, Rosene, Anderlik & Associates, Inc. 24,000-18 25,000. SEWER AND WATER SERVICE LINES General Requirements 25,000.1. DESCRIPTION: This work shall consist of the construction of water and sewer services in accordance with the requirements of the contract. 25,000.2. INTENT OF SPECIFICATIONS: It is the intent of these specifications to require that the same quality of work be received on the house services in the way of grade and alignment as shall be required on the main lines and laterals. 25,000.3. MATERIALS: The materials used in this work shall conform to the requirements for class, kind and size of material specified below. The Contractor shall submit a list of materials he proposes to use for the approval of the Engineer. 25,000.3.A. Cast Iron Soil Pipe: Cast iron soil pipe shall be service weight and shall conform to the A.S.T.M. Standard Specification A-47 for Cast Iron Soil Pipe and Fittings. 25,000.3.B. Copper Service Pipe: Copper service pipe shall be seamless, of the size shown on the plan and shall be suitable for use as an underground water service connection. Copper tubing shall conform to "A.S.T.M. B-88 Class WSpecifications and U.S. Government Type W' Specifications". 25,000.3.C. Corporation Cock: Corporation cock shall be Mueller, Minneapolis, Pattern H- 15000 threaded for use with copper service pipe of the size indicated on the plans and threaded on the inlet end with standard corporation cock thread. Corporation cock with Mueller 110 compression connections are approved. Ford Type F600, Hayes No. 5200 and McDonald No. 4701 corporation stops are considered to Abe equal. 25,000.3.D. Curb Stop: Curb stops shall be for copper service pipe inlet and outlet and shall be Mueller Oriseal, Minneapolis Pattern H-15151. Curb stops with Mueller 110 compression connections are approved. Ford No. B22, Hayes No. 5155 and McDonald No. 4714 curb stops are considered equal. Curb stops larger than one inch shall be Mueller Oriseal H-15154, Minneapolis pattern. Ford No. B22 series ball valves, Hayes Nuseal No. 4008 and McDonald No. 6104 ball valves are considered equal. 25000-General (3\94) Copyright 1994 Bonestroo, Rosene, Anderlik & Associates, Inc. 25,000-1 Curb stops shall have full opening through the valve body with no smaller restriction allowed. 25,000.3.E. Curb Box: Curb boxes shall be Mueller, Minneapolis pattern base with 1-1/4" upper section. Curb boxes shall be Mueller H-10388 and shall be adjustable in height from 78" to 90 and shall have stationary rods. Minneapolis pattern curb boxes with 1-1/4" upper section and 12 inches of adjustment, with stationary rods as manufactured by Hayes and McDonald are approved equals. 25,000.4. CAST IRON SOIL PIPE JOINTS: Cast iron soil pipe shall be joined by the use of preformed neoprene gaskets. Gaskets shall be equal to Tyler "Ty-Seal" or Central Foundry Company "Multi-Tite". Gasket pipe shall be connected by using a jointing device specifically designed for jointing slip- type pipe. The use of a bar or wedge for making the joints shall be prohibited. 25,000.5. CONSTRUCTION REQUIREMENTS: The governing code shall be the Minnesota Plumbing Code and any local ordinances which may apply. 25,000.5.A. Sewer Service Line: THe connection of the cast iron soil pipe service to the vitrified clay the wye or tee shall be done using preformed neoprene or PVC gaskets specifically designed for the purpose. Where conditions require that the first section be a fitting it shall normally be a 1/16th bend and shall be cast iron. Other conditions may require other or no fittings. Cast iron soil pipe shall be laid at a grade of 1/4" per foot unless otherwise directed by the Engineer and shall be laid at right angles to the sewer main, terminating at the property line or as shown on the detail drawing. The line shall be capped at the end with a cast iron or PVC plug. 25,000.5.B. Water Service Line: The water service line shall parallel the sewer service line and be laid in the same trench. Complete support of the water service line gooseneck will !be provided. This shall be achieved by some artificial !physical means satisfactory to the Engineer. Curb stop and boxes shall be supported on a concrete block or approved equal. Corporation cocks shall be tapped into the main only when the main is under pressure. Water service line shall be laid in a workmanlike manner and shall terminate at the property line or as shown on the detail drawing. The line shall be crimped at the end to keep it free of dirt. If the service is to terminate at the curb stop, a 6 inch long piece of copper shall be placed on the house side of the curb stop and crimped to keep the stop free of dirt. 25000- Genera] (31,94) Copyright 1994 Bonestroo, Rosene, Anderlik & Associates, Inc. 25,000-2 25,000.5.C. House Services: Services for water and sanitary sewer are to be run to each lot where wye locations are show on the plans. Water and sewer service is to be placed in the same trench unless otherwise stated. Where water main is 10 feet or less from the sanitary sewer the service length installed between the main is considered as in the same trench. A 4" x 4" x 8' long wood post shall be installed by each curb box extending 2 feet above grade for identification and field location and protection. A 2" x 2" x 7' marker shall be placed at the end of the sewer service lines for identification and field location and shall extend 1 foot above grade. No additional compensation will be allowed for installation of the markers described above but shall be considered incidental to the service line. Curb boxes are to be placed in a vertical position as shown on the standard detail plate in these specifications. The top of each box shall be placed at finish grade of the boulevard which is 0.4 feet above centerline profile which is the top of the manhole grade. Grade stakes shall be furnished to establish elevations. Services shall be installed in accordance with the detail plate included in this specification. No service line trench shall be backfilled until the service has been inspected and approved by the Engineer or his inspector. 25,000.5.D. Existing Utilities: Existing underground utilities are shown on the plans only by general location. The Owner does not guarantee the locations as shown on the plans, and the Contractor shall be solely responsible for verifying the exact location of each of these utilities, without additional compensation. Prior to the start of any construction, the Contractor shall have sole responsibility for providing temporary support and for protecting and maintaining all utilities in the project area during the entire period of construction including the period of water and sewer installation. In carrying out this responsibility the Contractor shall exercise particular care, wherever gas mains or other utility lines are crossed, to provide compacted backfill or other stable support for such lines to prevent any detrimental displacement, rupture or other failure. 25,000.5.E. Trench Compaction: All service trenches shall be backfilled and compacted in a manner equal to that specified for the main lines and laterals as a part of the service installation. 25,000.6. METHOD OF MEASUREMENT AND PAYMENT: Method of measurement and payment for each item covered under this shall be as follows: 25000 - General (3 \94) Copyright 1994 Bonestroo, Rosene, Anderlik & Associates, Inc. 25,000_3 25,000.6.A. Sewer Service Line: Sewer service lines shall be paid for at the contract unit price per foot which shall include the cost of all pipe, fittings, gaskets, plug, excavation and backfill. Payment shall be from centerline of the main to the property line only unless shown otherwise on the detail plate. 25,000.6.B. Water Service Line: Water service lines shall be paid for at the contract unit price per foot which shall include the cost of all pipe, fittings, laying, excavation, backfilling and testing. Payment shall be from centerline of the main to the property line only unless shown otherwise on the detail plate. 25,000.6.C. Curb Stop and Box: Curb stop and box shall be paid for at the contract unit price per curb stop and box installed. 25,000.6.D. Corporation Cock: Corporation cock shall be paid for at the contract unit price per corporation cock installed. End of Section 25000- General (3\94) Copyright 1994 Bonestroo, Rosene, Anderlik & Associates, Inc. 25,000 -4 PROJECT NAME: 1999 Street Improvements - West Area CITY CONTRACT No.— PROJECT No. -8-4_8 WORK ITEM Preconstruction Meeting Notice to Proceed April May 2' June July August 1 5 E 31 ( September Septe October tb 3 ? �'' +, 3 1 ecember 1 J January 3 Feb��(�3rL Z r c h 1 N Street Reclamation Install Temporary Water 59th Ave. Gettysburg Ave. and Circle Hillsboro Ave. and Circle, 60th Install Water Main - 59th Ave. - Gettysburg Ave. and Circle - Hillsboro Ave. and Circle, 60th Ave.. Install Storm Sewer - 59th Ave. ------- ^�` Gettysburg Ave. and Circle ------------- Hillsboro Ave. and Circle, 60th Ave. Install Class 5 ±q=e ate Base Install Curb and Gutter f Pave Bituminous Bose Pave Bituminous Wear Remove and Pave Trail Restoration Sod & Seedin ----------- Punch List ---------- I — Final Contract CONTRACTOR SCHEDULE: ro AC'IUAL PROGRESS am SPECIFIED COMPLETION I 15 NEW HOPE, MINNESOTA PROJECT SCHEDULE CONTRACTOR: �OMM, 349;3815 APRIL 19-99 FIGURE NO. 1 J1 Sonestroo Rosene Anderlik Associates 0 .:01�991 INDIVIDUAL OR PARTNERSHIP ACKNOWLEDGMENT STATE OF COUNTY OF ss On the day of , 19 , before me, a Notary Public within and for said count, personally appeared, to me known to be the person(s) described in and who executed the forgoing instrument, as Principal(s) and acknowledged to me that — he — executed the same as _h_ free act and deed. (Notarial Seal) Notary Public My Commission Expires CORPORA'T`E ACKNOWLEDGMENT STATE OF COUNTY OF ss On the day of , 19 , before me, personally appeared, to me known, who being by me duly sworn, did depose and said: that he resides in that he is the President of the the corporation described in and which executed executed the forgoing instrument; that he knows the seal of said corporation: that the seal affixed to said instrument is such corporate seal: that it was so affixed by order of the board of directors of said corporation: and the _he_ signed _h_ name thereto by like order. Notary Public My Commission Expires (Notarial Seal) STATE OF Minnesota ACKNOWLEDGMENT OF CORPORATE SURETY ss COUNTY OF Washinctton ) On the 12 th day of May , 19 9 9 , before me, personally appeared, Jerome H. Ekblad to me known, who being by me duly sworn, did say that h a is the aforesaid officer or attorney in fact of the UNITED FIRE & CASUALTY COMPANY a corporation; that the seal affixed to said foregoing instrument is the corporate seal of said instrument was signed and sealed in behalf of said corporation by t aforesaid office, by authority of its board of directors; and the aforesaid officer acknowledged said instrument to be the free Xnd deed of said corporation. ty , .�. • �� • Expires UNITED FIDE & CAWALT COMPANY HOME OFFICE - CEDAR RAPIDS, IOWA un CERTIFIED COPY OF POWER OF ATTORNEY (Original on file at Home Office of Company — See Certification) KNOW ALL MEN BY THESE PRESENTS, That the UNITED FIRE & CASUALTY COMPANY, a corporation duly organized and existing under the laws of the State of Iowa, and having Its principal office In Cedar Rapids, State of Iowa, does make, constitute and appoint T.D. BRAY, OR J. JUNE YOUNG, OR JEROME H. EKBLAD, OR JAMES D. KURN, ALL INDIVIDUALLY _ of 1983 SLOAN PLACE, SU MAPLEWOOD MN 55117 Its true and lawful Attorney(s) —In —Fact with power and authority hereby conferred to sign, seal and execute in its behalf all lawful bonds, undertakings and other obligatory instruments of similar nature as follows: ANY AND ALL BONDS and to bind UNITED FIRE & CASUALTY COMPANY thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of UNITED FIRE & CASUALTY COMPANY and all the acts of said Attorney, pursuant to the authority hereby given are hereby ratified and confirmed. The Authority hereby granted shall expire OCTOBER 23rd 1999 unless sooner revoked. This power of Attorney Is made and executed pursuant to and by authority of the following By —Law duly adopted by the Board of Directors of the Company on April 18, 1 973. "Article V — Surety Bonds and Undertakings." Section 2, Appointment of Attorney- in•Fact. "The President or any Vice President, or any other officer of the Company, may, from time to time, appoint by written certificates attorneys- intact to act In behalf of the Company in the execution of policies of Insurance, bonds, undertakings and other obligatory Instruments of like nature. The signature of any officer authorized hereby, and the Corporate seal, may be affixed by facsimile to any powerof attorney or special power of attorney or certification of either authorized hereby; such signature and seal, when so used, being adopted by the Company as the original signature of such officer and the original seal of the Company, to be valid and binding upon the Company with the some force and effect as though manually affixed. Such attorneys -In - tact, subject to the limitations set forth in their respective certificates of authority shall have full power to bind the Company by their signature and execution of any such Instruments and to attach the seal of the Company thereto. The President or any Vice President, the Board of Directors or any other officer of the Company may at any time revoke all power and authority previously given to any attorney-in-fact. `` COltOtATE o 8X IL �. `'► a.rry afi` �Nuruut'' IN WITNESS WHEREOF, the UNITED FIRE & CASUALTY COMPANY has caused these presents to be signed by its vice president and ,Its corporate seal to be hereto affixed this 23rd day of OCTOBER A.D. 1997 State of Iowa, County of Linn, ss: UNITED FIRE & ASUALTY +*ent By W ST c i c On this 23rd day of OCTOBER 1997, before me personally came JEFFREY A. CHAPIN to me known, who being by me duly sworn, did depose and say: that he resides in Cedar Rapids, State of Iowa; that he is a Vice President of the UNITED FIRE & CASUALTY COMPANY, the corporation described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporated seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto Pursuant to like authority, and acknowledges same to be the act and deed of said corporation. v E #VE SItE.RYt A. M ^VAY MId'�1iSS Y CO iQPI EXPIRES Notary Pu c March 4, 2000 My commission expires MARCH 4 kX 2000 CERTIFICATION I, the undersigned officer of the UNITED FIRE & CASUALTY COMPANY, do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the By —Laws of said Company as set forth in said Power of Attorney, with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID COMPANY, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power J y has not been revoked and is now in full force and effect. rnrrnp,� In testimony whereof I have hereunto subcribed my name the corporate seal o th Id `a'k�yti, Company this 1 2th day of May 19 99 '` CORl01AtE � �� Secretary '�uaruu�' r 1!1111111 111 11 GORDON L. JENSEN* WILLIAM G. SWANSON STEVEN A. SONDRALL MARTIN P. MALECHA C. ALDEN PEARSONt DEAN A. TRONGARDt JULIE A. TRILL OF COUNSEL LORENS Q. BRYNESTAD *Real Property Law Specialist Certified By The Minnesota State Bar Association tQualified ADR Neutral 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: 1999 Street Improvements, West Area City Project No. 648 Our File No. 99.10,000 Dear Valerie: Enclosed please find five copies of the contract and bonds for the above- referenced project, as well as a fax copy of the certificate of insurance. All are in order from a legal standpoint. You should be receiving the original of the Certificate of Insurance. If you have not received it by the time you receive this letter, please contact me. Be sure to call me if you have any questions. Sincerely, 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 05/17/1999 14:27 6125312540 PAGE 01 .... d"?..:m s f'n •s".v.4'ai+w .. ...a. PROOUOep SAA0M4T- HU9W=s ENTERPRIsE$, 7340 MBTRO BLVD.. SUITE sos k'f. ,Y.ia��. 4"x , .,r;'•^.. i G:; Q5/17/99 k. THIS CERTIFICATE IS ISSUEIS AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIQWS UPON THE C ERTIFICATE FLOWER. THIS CERTIFICATE GOES NOT AMEND, EXTEND OR ,ALTER THE COVERAGE AFFORDED 13Y THE rOUCIES BELOW. COMPANIES APFOR COVERAGE BDINA, W 55439- COMPANY (612) 835 -3153 A CNA INSURANCE COMPANIES INSURED COMPANY THOMAS 6 Soma CONSTRUCTION, INC. 13 13925 NORTHZIALH BLVD. COWANY ROGERS 55374- COMPANY (612) 42@ 2229 n °� .a # ��. ,,,,� � k .. �3 . 5 ... ��v QQ1 � e • 4 ;+�,"� % tt a� N + :. .. ...: b.� .awR �`'h��r��: $.�S SC.. w. ... \C�..;.k.;" ti f`,'•.. .!! 9�N,.... ��k .'�i�w ... { .b ytb.A., ..... C" , 5. ' ' . .♦ .... 1•' '" v ., THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE U8TED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWIT'H8TANOIMG 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 10 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH- I'VUCIeS. UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. t� TYPE ONE INSUNANCB POLICY NUMBER POLI owes TYE POLICY WnRATION LTR DATES (MriiDD M DATE (MMMA" UMTTi A OQIBAALUABILITY GENERALAQORE(iATE $2,000,000 X PROOLC COMPVOP Ap $1,000,000 C0FAMEAC1A4Qa h1EFiA(,LIA81{Jry CLAIMS MADE FX 1691018 68 04/01/99 04/01/00 09F11401NAL A AA LVJLOW $1,000,000 EACHOCCUFFQJCE 51,000,000 OW MSACONTRACTOR"SPROT FW6OM04E 1/Vy one We) S 50.000 I II,= AML INS MI!D Pee S 51000 A AUTOMOBILE UAM TTY X ANYAUTO 169101891 04/01/99 04/01/00 OOMMSD 804ME UWT 81,000,000 ( owboAl = ALL OWNED AUMS 9OHEDULED AUTOS X H IRIW ALITC6 NON4)WNBD AUTO DOOKYINAW sookkm S X PROPERTY DAMAOC 8 uW►a[ LiaSNtIY AUTO ONLY - EA ACCIDENT 8 ANYAUTO OTHER THAN AUTO ONLY eh:2K AOCID&4T S A©OFeUTE S • @XC>ISS LIAilUTY EACH OOG ICE 82, 000,000 A00AMATE #2,000,000 x uMBRELLAFORM 169099723 04/01/99 04/01/00 6 OTHER THAN UMBRELLA FORM • WomKEgs COMPENSATION AND F.MPLOYM UAIN TTY 169101907 04/01/99 04/01/00 X STATUTORY LIMITS EACHACCIOBNT �•. —..� — S 100,000 THEPFi"ETORf X INCL PARTNEMWEXECUTNE DE6Ase- POLICY umft 8 500,000 DSEASE - EACH EMPLOYEE 8 100,000 OFFK:EM ARE, eXCL A OTHER CONTRACTORS EQUIPMENT 169101888 04/01/99 04/01/00 RSPLAI&Y1• COST 1,076,800 INSTALLATION FLOATER ACTUAL CASH VALU$ 100,000 SPECIAL FORM COVBRAQE DKOUC rIHLE 250 PESCFKPTION OF OPIMTIONSAACATIONS/VV4PX=W4!C4AL rmM5 CERTIFICATE HOLDER I$ NAMED ADDITIONS. INSURED AS RESPECTS THEIR INTER,88T IN THS WORX PSRPORMTPD 8Y TM INSUM FOR: 1999 STREET IMPROVEMENT PROJECT. N88T ARIA: CLIENT PAO=CT NO 648; WA FIL8 34 -98 -815 $ y � ��".`r•�:. �}e ate,;,. 4 { ? ��•i,M ,k �g� � N. ^M: Y � r y yi •�'. �k Sj ��.�. '�°��W }. .t4 f1.fh.�. -S:�f Ah �Yf,Y tig�i y5 "# i ,, ,...,... •.,.... .... . �...�,.5 ss, �.a:4';a��+.,:ctf..; S. e.Y9. k�3. ,tw°k.��v� bt» .a ..'�'`#P: .'ac,e ��t::`�.&��nr.S ^�.. �@•��' ��.^ a`> .. SHOULD ANY OF THE A40YII 01120111M POUpES OE CANCELM SQORE THE 0MR01011 DATE TKIMK(W. THE I"U1N0 COMPANY WUMMOMWOOR TO MAIL �}g_ DAYO WRITTEN NOTICE TO THE CENT MATE NOWft NA09D TO THE LEFT. CITY OF NEW HOPE S 3C F GR LUBIuTY 4401 XYLON AVSNVB NORTH QP otHr IQ NUN HOPE MN 55428 balsorT ATTYE Taw• ; !t/K *Ra* .acv azK.3q aK s m d'•f. "« .r. 1M. < sr':�¢•• ., ::• ..... a u a x xw w x . I� 3iFICl 'ITfJN; e � Public Works BY . Guy Johnson M enda Section Item No. • RESOLUTION APPROVING CHANGE ORDER NO.1 TO THE CONTRACT WITH THOMAS AND SONS CONSTRUCTION COMPANY FOR THE 1999 STREET IMPROVEMENT PROJECT (IMPROVEMENT PROJECT 648 -A) REQUESTED ACTION Staff is recommending that Council approve Change Order No. 1 for the 1999 Street Improvement Project, in the amount of $18,962.50, with Thomas and Sons Construction Company. This Change Order will be executed upon receipt of the contractor's signature on the change order. BACKGROUND Change Order No.1 represents compensation for the installation of an additional water main on 60 Avenue North. The existing water main is in poor condition. The City inspector noticed that the "T" bolts connecting the water main and the cast iron pipe are deteriorating and in need of replacement. Overall, staff feels that it would be cost effective for the City to install a new water main on 60` Avenue to minimize potential problems in the future. FUNDING The total cost for this change order is $18,962.50. Funding for this project is available in the water and sewer utility fund. ATTACHMENTS Please find attached and resolution. s • a � TO: �i 5 - f I: Rfa \Pubworks \648- AChangeOrder Change Order No. 1, memorandum from the City Engineer, • . • t ♦ R • J RESOLUTION NO. 99- 119 RESOLUTION APPROVING CHANGE ORDER NO. 1 TO THE CONTRACT WITH THOMAS AND SONS CONSTRUCTION COMPANY FOR THE 1999 STREET IMPROVEMENT PROJECT (Improvement Project no. 648 -A) BE IT RESOLVED by the City Council of the City of New Hope as follows: WHEREAS, the existing water main on 60`' Avenue North is in poor condition due to deteriorating "T" bolts which connect the cast iron pipe to the water main, and WHEREAS, rather than repair the "T" bolts, it is cost effective to replace the entire water main at this time so that future problems can be minimized, and WHEREAS, the cost to replace the water main is $18,962.50. NOW, THEREFORE, BE IT RESOLVED: 1. That Change Order No. 1 to the contract with Thomas and Sons Construction Company for Improvement Project No. 648- A in the amount of $18,962.50 is hereby approved. 2. That the appropriate City Officials are hereby authorized and directed to enter into and sign Change Order No. 1 as herein approved. Dated the 9`' day of August, 1999. nwwnr' Attest: 111-U-Li&2�L Valerie Leone, City Clerk P:\Atto=y \SAS\Documc=kCNH -mw approving co to 648 A.-Pd -1- • RECONST U ION Ex. WATE AIN B C AV rr - �Reconstruct r N As Needed - X. W.M_ New W.M. 44 2 0' VE `� lEx.' Service -New Service Connection Existing �i 0 150 300 Son. Sewer — �� No Scale Scole in feet WATER MAIN IMPROVEMENTS — WEST AREA Bonestroo Rosene STREET IMPROVEMENTS FIGURE 1 Anderlik CONCEPT REPORT Associates INFRASTRUCTURE IMPROVEMENTS Engineers & Architects K: \34 \34815 \34815FO5.DWG NOVEMBER 1998 COMM_ 3498815 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 Attorneys At Law 8525 EDINBROOK CROSSING, STE. 201 BROOKLYN PARK, MINNESOTA 55443 -1999 TELEPHONE (612) 424 -8811 O TELEFAX (612) 493 -5193 E -NIAIL jss @jsspa.com August 4, 1999 Guy Johnson Public Works Director City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 COPY Re: Resolution Approving Change Order No. I/ Improvement Proj. 648 -A Our File: 99.66480 Dear Guy: Enclosed is a proposed RESOLUTION APPROVING CHANGE ORDER NO. 1 TO THE CONTRACT WITH THOMAS AND SONS CONSTRUCTION COMPANY FOR THE 1999 STREET IMPROVEMENT PROJECT for consideration at the August 9, 1999 Council Meeting. Please contact me if you have any questions about the resolution. Very truly yours, Steven A. Sondrall JENSEN S WANSON & SONDRALL, P.A. Enclosure cc: Valerie Leone P 4Attomey\SASVL ,tcrs \CNH6649"5 -guy 1(r ?d 4401 Xylon Avenue North New Hope, Minnesota 55428 -4898 August 11, 1999 Thomas & Sons Construction 13925 Northdale Blvd. PO Box 303 Rogers, MN 55374 -0303 City Hall. 612 - 531 -5100 Police: 612 - 531 -5170 Public Works: 612- 533 -4823 TDD: 612- 531 -5109 Subject: Change Order No. 1 - Improvement Project No. 648 City Hall Fax: 531 5136 Police Fax: ' 531 -5174 Public Works F .lx -533 -7650 Fire Dept. Fax.' % 531 5175 Enclosed are two fully executed copies of the above - referenced Change Order for your records. Please forward one copy to your bonding company. The change order was approved on August 9, 1999, by the New Hope Citv Council. If you have any questions, please contact me. Sincerely, Valerie Leone City Clerk, CMC enc. cc: Guy Johnson, Director of Public Works Mark Hanson, City Engineer Family Styled City For Family living COLMIL Originating Departinent Public Works C�uvJ�hnSon ' RESOLUTION APPROV AND SONS CONSTRUCTION INC. (IMPROVEMENT PROJECT 648-A) Approved for Agenda February 26, 2001 Agenda Sectio Ordinances & Resolutions Item No. 10.2 3E 6RDER NO.2 TO THE CONTRACT WITH THOMAS FOR THE 1999 STREET IMPROVEMENT PROJECT REQUESTED ACTION Staff is recommending that Council approve Change Order No. 2 for the 1999 Street Improvement Project, in the amount of $5,308.60, with Thomas and Sons Construction, Inc. BACKGROUND The 1999 Street Improvement Pro included the widening of Gettysburg Avenue at Bass Lake Road to accommodate a dedicated left turn lane. Based on field conditions and Hennepin County requinenmeDtS, a hand hole and signal heads had to be relocated and repositioned respectively. Change Order No. 2 represents compensation for these modifications to the project p|an. FUNDING The total cost for this change order is $5 Revenue sources for this project are City Bonding, Storm Water Utility Fund, and Water/Sewer Utility Fund and assessments. ATTACHMENTS Please find attached and resolution. I: RfaTubworks\648-AchangeOrder #2 Change Order No. 2, memorandum from the City Engineer, CITY OF NEW HOPE RESOLUTION NO. O1-4O RESOLUTION APPROV CHANGE ORDER NO.2 TO THE CONTRACT WITH THOMAS AND SONS CONSTRUCT INC. FOR THE 1SS8 STREET IMPROVEMENT PROJECT. (IMPROVEMENT PROJECT O48-A) WHEREAS, The City has entered into a contract with Thomas and Sons Construction, Inc. for the removal and replacement of the existing water main on 60 Avenue North. WHEREAS, during the course of construction, field conditions and Hennepin Countv requirements dictated that a hand hold and signal heads be relocated and repositioned; and VVHEREAG, the City has received a cost proposal from Thomas and Sons Construction, Inc. to modify t terms of the contract to address these changes. NC}VV THEREFORE, BE IT RESOL\/ED, by the City Council of the City of New Hooe, Hennepin County, Minnesota: 1. That the City Council hereby approves Change Order No. 2ba the contract with Thomas and Sons Construction, Inc., in the amount of $5.308.80. 2. That the City Manager io authorized to sign Change Order No. 2tothe contract with Thomas and Sons Construction, Inc. A��bvU�C�{�un�|��eC��w Hope, H�n 'n[�un�.Minne�a��2�day of February, 2001. Attest: Mayor City Clerk 1:Rfa\Pubworks\648 Change Order #2 Bonestroo, Rosene, Andedik and Associates, Inc. is an Affirmative Action/Equal Opportunity Employer and Employee Owned Principals: Otto Bonestroo, P.E. - Marvin L. Sorvala, P.E. - Glenn R. Cook, P.E. Robert G. Schunicht, P.E. - Jerry A. Bourdon, P.E. Senior Consultants: Robert W. Rosene, P.E. - Joseph C. Anderlik, P.E. - Richard E. Turner, P.E. - Susan M. Eberlin, C.P.A. Associate Principals: Howard A. Sanford, P.E. - Keith A. Gordon, P.E. - Robert R. Pfefferle, P.E. - Richard W. Foster, P.E. - David O. Loskota, P.E. - Robert C. Russek, A.I.A. - Mark A. Hanson, P.E. - Michael T. Rautmann, P.E. - Ted K. Feld, P.E. - Kenneth P. Anderson, P.E. - Mark R. Rolls, P.E. David A. Bonestroo, M.B.A. - Sidney P. Williamson, P.E., L.S. - Agnes M. Ring, M.B.A., - Allan Rick Schmidt, P.E. Offices: St. Paul, Rochester, Willmar and St. Cloud, MN - Milwaukee, WI Website: www.bonestroo.com February 13, 2001 Mr. Tom Schuster City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 Re: 1999 Street Improvement Project, West Area BRA File No. 34 -98 -815 City Project # 648 Dear Tom, All project requirements have been completed. Attached find signed final pay requests and IC -134 forms from Thomas and Sons and their subcontractors. The original contract amount was $943,556.90. Change Order #1 in the amount of $18,962.50 was previously approved for the replacement of additional water main in 6e Avenue. Change Order #2 in the amount of $5,308.60 is attached. This cost accounts for signal and handhole changes at the intersection of Gettysburg Ave. and Bass Lake Road as required by Hennepin County. The change order additions revise the contract amount to $967,828.00 The final pay request amount is $979,382.83 or $11,554.83 (1.2 %) over the revised contract amount. Addition_ al funds were spent to improve the subgrade of Hillsboro Avenue, 59 Avenue and 6e Avenue and to account for poor soils and wet conditions. This is the primary reason for the costs in excess of the revised contract amount. Field design adjustments were made to limit project costs in other areas and final project costs. We recommend approval of Change Order #2 and the final pay request. We recommend final payment in the amount of $76,818.59. Should you have any questions, please feel free to call. My direct number is (651) 604 -4790. Respectfully, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. Vincent T. Vander 2335 West Highway 36 a St. Paul, MN 55113 . 651- 636 -4600 a Fax: 651- 636 -1311 4401 Xylon Avenue North New Hope, Minnesota 55428-4898 www.ci.new-hope.mn.us February 27, 2001 Thomas & Sons Construction 13925 Northdale Blvd. Rogers, MN 55374 City Hall: 763-531-5100 Police: 763-531-5170 Public Works: 763-533-4823 TDD: 763-531-5109 Subject: Change Order No. 2 - Improvement Project No. 648 City Hall Fax: 763-531-5136 Police Fax: 763-531-5174 Public Works Fax: 763-533-7650 Enclosed for your records are two fully executed copies for the above-referenced Change Order. Please forward one copy to your bonding company. This change order in the amount of $5,308.60 was included in the final payment authorization which was approved by the New Hope City Council at its meeting of February 26, 2001. If you have any questions, please contact me. Sincerely, Valerie Leone City Clerk, CMC enc. cc: Guy Johnson, Director of Public Works Vince Vandertop, BRAA Mark Hanson, City Engineer Family Styled City 9� ( For Family Living 11 COUNCIL • iz • REQUESTED ACTION Staff recommends that Council approve a motion accepting the 1999 Infrastructure Improvement Project (Project 648 -A) and authorizing the final payment of $76,818.59 to Thomas and Sons Construction, Inc. BACKGROUND The 1999 Street Infrastructure Project included: • Reconstruction of 60 Avenue between Hillsboro and the east side of Liberty Park. • Reconstruction of Hillsboro Avenue between 60 and 59 Avenues, including Hillsboro Circle. • Reconstruction of 59t Avenue between Independence and Gettysburg Avenues. • Reconstruction of Gettysburg Avenue between 60 Avenue and Bass Lake Road. • Off - street parking and trail improvements in Liberty Park. • Reconstruction of the intersection at Gettysburg and 59 Avenues to address traffic flow issues. • Construction of new water main and storm sewer pipe in the project area. FUNDING Thomas and Sons' original bid for construction of the project was $943,556.90. During the project, it became necessary to execute two change orders totaling $24,271.10. The first, approved by council on August 9, 1999, was for the replacement of water main in 60 Avenue. During the project, it was determined that replacement of this deteriorating water main was warranted. The second, on the agenda for approval at this council meeting, is for modifications to the intersection of Gettysburg Avenue and Bass Lake Road that were required by Hennepin County. Additional funds were also spent to improve the subgrade of the new streets in the project area and to account for poor soils and wet conditions. The total project cost is $979,382.83 or 1.2% over the revised contract amount. MOTION BY • r I: Rfa \Pubworks %48- AFina1 RFA -001 Request for Action Final Pay Request for Project No. 648 February 26, 2001 Revenue sources for this project are City Bonding, Storm Water Utility Fund, and Water/Sewer Utility Fund and assessments. ATTACHMENTS The Request for Payment and the Engineer's letter recommending final payment is attached. 1: RfaTubworks\648-AFinal RESOLUTION NO, 01- 41 RESOLUTION AUTHORIZING FINAL PAY REQUEST FROM THOMAS AND SONS CONSTRUCTION, INC. FOR 1999 STREET INFRASTRUCTURE PROJECT (Project No. 648 -A) BE IT RESOLVED by the City Council of the City of New Hope as follows: WHEREAS, the City entered into a construction contract with Thomas and Sons Construction, Inc. for the 1999 Infrastructure Improvement Project No. 648 -A; and WHEREAS, the original contract amount was $943,856.90; and WHEREAS, two change orders were also signed totaling $24,271.10 and increasing the contract amount to $967,828.00; and WHEREAS, $76,818.59 is still owed to the contractor for the work performed on the contract; and WHEREAS, the City Engineer in their February 13, 2001 letter has indicated all project requirements have been completed and a final pay request and an IC -134 form has been submitted by the contractor; and WHEREAS, based on the foregoing, the City Engineer and the City staff recommend that the contractor's final pay request be paid. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of New Hope as follows: 1. That the final pay request from Thomas and Sons Construction. Inc. on Project No. 648 -A is hereby approved. 2. That Thomas and Sons Construction, Inc. be paid 576.818.59 in accordance with their final pay request. -1- Dated the 26" day of February, 2001. l r W. Peter Enck, Mayor Attest: / ' L.R-- Valerie Leone, City Clerk P:\Arzo -0Cuh Rcuilmionc \Ac n Auth,,,W.g Firm Pay Requnt of Thu.- uW S— Com — io. —N 1 Bonestroo, Rosene, Anderlik and Associates, Inc, is an Affirmative Action /Equal Opportunity Employer and Employee Owned Principals: Otto Bonestroo, P.E. • Marvin L. Sorvala, P.E.. Glenn R. Cook, P.E. Robert G. Schunicht, P.E. • Jerry A. Bourdon, P.E. Senior Consultants: Robert W. Rosen, P.E. • Joseph C. Anderlik, P.E. • Richard E. Turner, P.E. Susan M. Eberlin, C.P.A. Associate Principals: Howard A. Sanford, P.E.. Keith A. Gordon, P.E. • Robert R. Pfeffede, P.E. • Richard W. Foster, P.E.. David O. Loskota, P.E. • Robert C. Russek, A.I.A. • Mark A. Hanson, P.E. . Michael T. Rautmann, P.E. • Ted K. Field, P.E. • Kenneth P. Anderson, P.E. Mark R. Rolfs, P.E. • David A. Bonestroo, M.B.A. • Sidney P. Williamson, P.E., L.S. • Agnes M. Ring, M.B.A., - Allan Rick Schmidt, P.E. Offices: St. Paul, Rochester, Willmar and St. Cloud, MN • Milwaukee, WI Website: www,bonestroo.com February 13, 2001 Mr. Tom Schuster City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 Re: 1999 Street Improvement Project, West Area BRA File No. 34 -98 -815 City Project # 648 Dear Tom, All project requirements have been completed. Attached find signed final pay requests and IC -134 forms from Thomas and Sons and their subcontractors. The original contract amount was $943,556.90. Change Order #1 in the amount of $18,962.50 was previously approved for the replacement of additional water main in 60 Avenue. Change Order #2 in the amount of $5,308.60 is attached. This cost accounts for signal and handhole changes at the intersection of Gettysburg Ave. and Bass Lake Road as required by Hennepin County. The change order additions revise the contract amount to $967,828.00 The final pay request amount is $979,382.83 or $11,554.83 (1.2 %) over the revised contract amount. Additional funds were spent to improve the subgrade of Hillsboro Avenue, 59 Avenue and 60 Avenue and to account for poor soils and wet conditions. This is the primary reason for the costs in excess of the revised contract amount. Field design adjustments were made to limit project costs in other areas and final project costs. We recommend approval of Change Order #2 and the final pay request. We recommend final payment in the amount of $76,818.59. Should you have any questions, please feel free to call. My direct number is (651) 604 -4790. Respectfully, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. Vincent T. Vander Toa. E. 2335 West Highway 36 • St. Paul, MN 55113 . 651- 636 -4600 • Fax: 651 - 636 -1311 Bonestroo Rosene wim Anderlik & Associates Engineers & Architects )wner: City of New Hope, 4401 Xylon Ave. N., New Hope, MN 55428 Date: December 21, 2000 or Period: 6/13/00 to 12/21/00 Request No: 6 AND FINAL ;ontractor: Thomas & Sons Construction, 13925 Northdale Blvd., Rogers, MN 55374 REQUEST FOR PAYMENT 1999 STREET IMPROVEMENT PROJECT, WEST AREA BRA FILE NO. 34 -98 -815 CLIENT PROJECT NO. 648 SUMMARY 1 Original Contract Amount 2 Change Order - Addition 3 Change Order - Deduction 4 Revised Contract Amount 5 Value Completed to Date 6 Material on Hand 7 Amount Earned 8 Less Retainage 0% 9 Subtotal 10 Less Amount Paid Previously 11 Liquidated damages - 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. $ 943,556.90 $ 24,271.10 $ 0.00 6 AND FINAL Recommended for Approval by: BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. $ 967,828.00 $ 979,382.83 $ 0.00 $ 979,382.83 $ 0.00 $ 979,382.83 $ 902,564.24 $ 0.00 $ 76 818.59 Approved caner: CITY OF N OPE Specified Contract Completion Date: June 15, 2000 Date: requestVinal request6Fhal Contract Unit Quantity Amount No. Item Unit Quantity Price to Date to Date Part A - Street Reconstruction 1 Mobilization LS 1 44000.00 0.9 $39,600.00 2 Reclaim bituminous pavement SY 13700 0.70 13727 $9,608.90 3 Remove bituminous driveway SY 620 2.75 848 $2,332.00 4 Remove concrete pavement SY 125 6.25 125 $781.25 5 Remove concrete driveway pavement SF 4600 0.65 3301 $2,145.65 6 Sawing Concrete Pavement LF 460 4.00 295 $1,180.00 7 Sawing Bituminous Pavement LF 660 2.00 522 $1,044.00 8 Relocate mailboxes and salvage and reinstall mailboxes LS 1 1800.00 1 $1,800.00 9 Traffic control LS 1 7500.00 0.9 $6,750.00 10 Subgrade preparation - street SY 16000 0.70 16126 $11,288.20 11 Common excavation (EV) CY 6300 9.75 6582 $64,174.50 12 Subgrade excavation (EV) CY 2300 7.50 2629 $19,717.50 13 Salvage reclaimed bituminous CY 1300 8.20 2837 $23,263.40 14 Select granular borrow (CV) CY 1000 9.50 2629 $24,975.50 15 Geotextile fabric, Type V SY 3000 2.00 7973 $15,946.00 16 Topsoil borrow (LV) CY 900 9.50 835 $7,932.50 17 Aggregate base, Class 5 TN 6000 4.75 2904 $13,794.00 18 Temporary rock construction entrance TON 65 20.00 $0.00 19 Street sweeper HR 24 75.00 4 $300.00 20 Motor grader HR 60 75.00 42 $3,150.00 21 Water MG 144 25.00 5 $125.00 22 Bituminous wear course, Type 41 TN 1300 27.85 1389.14 $38,687.55 23 Bituminous base course, Type 31 TN 1300 26.25 1800.82 $47,271.53 24 Bituminous material for tack coat GAL 700 1.05 1100 $1,155.00 25 Bituminous wear course driveway, 3" thick SY 250 15.50 468 $7,254.00 26 4" concrete sidewalk SF 405 4.00 650 $2,600.00 27 6" concrete driveway pavement SF 8600 3.24 10111 $32,759.64 28 8" concrete street pavement SY 140 36.00 125 $4,500.00 29 Adjust Frame and Ring Casting EA 59 300.00 21 $6,300.00 30 Reconstruct concrete rings LF 22 240.00 10 $2,400.00 31 Reconstruct manholes LF 14 225.00 10 $2,250.00 32 Valve box extension LF 12 225.00 7.5 $1,687.50 33 Silt fence, regular LF 300 3.00 $0.00 34 Silt fence, heavy duty LF 150 4.50 $0.00 35 Seeding - storage area AC 1.3 2600.00 1.45 $3,770.00 36 F & 16' x 6' loop detectors EA 4 755.00 4 $3,020.00 37 Pavement markings Gettysburg Avenue and Bass Lake Road LS 1 1018.50 1 $1,018.50 38 Sodding, lawn type SY 10000 1.85 10523 $19,467.55 Total Part A -Street Reconstruction $424,049.66 Part B - Concrete Curb 39 Remove concrete curb and gutter LF 8500 1.50 8423 $12,634.50 40 B618 concrete curb and gutter LF 8500 6.74 8423 $56,771.02 41 Curb reinforcement bars, No. 4 LF 1100 0.75 1100 $825.00 Total Part B - Concrete Curb $70,230.52 Part C Storm Sewer 42 Remove storm sewer pipe LF 350 4.50 30 $135.00 43 Remove storm sewer pipe LF 80 5.00 147 $735.00 44 Remove storm sewer pipe LF 40 5.00 40 $200.00 45 Remove storm sewer pipe LF 370 5.00 370 $1,850.00 46 Remove 18" RCP storm sewer pipe LF 40 6.50 $0.00 47 Remove riser LF 2 20.00 $0.00 48 Remove maintenance hole EA 5 50.00 5 $250.00 49 Remove catch basin EA 6 150.00 6 $900.00 50 21" storm sewer LF 41 35.00 41 $1,435.00 51 18" storm sewer LF 1007 25.50 1005 $25,627.50 52 15" storm sewer LF 881 23.00 1017 $23,391.00 53 12" storm sewer LF 825 22.00 820 $18,040.00 54 12" perforated pipe LF 205 18.50 120 $2,220.00 55 4" perforated pipe LF 2240 7.50 3080 $23,100.00 56 2' x 3' CB, incl. R- 3067 -V casting EA 12 900.00 15 $13,500.00 57 4' dia. storm sewer CBMH, incl. R- 3067 -V EA 20 1450.00 22 $31,900.00 58 4' dia. storm sewer MH, incl. R- 1642 -6 casting EA 6 1450.00 3 $4,350.00 request6Fhal M 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 requestVinal Contract Unit Quantity Amount Item Unit Quantity Price to Date to Date Shallow catch basin EA 6 850.00 2 $1,700.00 Construct MH 101 over existing pipe EA 1 1600.00 1 $1,600.00 Connect to existing 18" pipe EA 1 100.00 $0.00 Sump connection with 12" x 4" wye EA 10 650.00 11 $7,150.00 Sump connection with 15" x 4" wye EA 1 700.00 3 $2,100.00 Sump connection with 18" x 4" wye EA 1 750.00 1 $750.00 Protection of catch basin in street EA 44 50.00 10 $500.00 Silt fence, regular LF 400 3.00 $0.00 Topsoil borrow (LV) CY 250 9.00 250 $2,250.00 Sodding, lawn type SY 1130 1.85 720 $1,332.00 Remove chain link fence LF 200 2.00 185.2 $370.40 Tree removal EA 1 500.00 11 $5,500.00 Reconstruct existing MH at 60th Ave. and Gettysburg Ave. LS 1 800.00 0.5 $400.00 Total Part C -Storm Sewer $171,285.90 Part D -Water Main Temporary water main LS 1 9500.00 1.023 $9,718.50 Remove water main LF 3810 1.00 3675 $3,675.00 Salvage Hydrant EA 5 150.00 6 $900.00 Remove water valve EA 7 50.00 10 $500.00 Connect to existing water main EA 4 250.00 5 $1,250.00 8" x 6" cut -in w16" G.V. and box EA 2 1200.00 $0.00 Connect to existing water service EA 49 65.00 57.37 $3,729.05 6" DIP water main, Class 52 LF 3810 21.00 3675 $77,175.00 Improved pipe foundation, Coarse Filter Aggregate Mod (CV) LF 2500 2.50 1000 $2,500.00 6" gate valve and box, in place EA 10 725.00 13 $9,425.00 Hydrant EA 5 1800.00 6 $10,800.00 Ductile iron fittings LB 2600 2.25 4100 $9,225.00 1" Type "K" copper water service LF 1500 14.50 1911 $27,709.50 1" curb stop and box EA 49 115.00 49 $5,635.00 1" corporation stop EA 49 65.00 49 $3,185.00 Mechanical trench compaction LF 5310 0.30 3675 $1,102.50 Sawcut, remove bituminous pavement and bituminous patch Independence Ave SY 70 45.00 70 $3,150.00 Total Part D -Water Main $169,679.55 Part E - Liberty Park - Trail Remove bituminous path and aggregate base SY 37 15.00 262 $3,930.00 Bituminous wear course, pathway and aggregate base SY 150 14.00 165 $2,310.00 Bituminous wear course, remove and replace, salvage aggregate base SY 400 16.55 350 $5,792.50 Parking lane SY 300 23.00 210 $4,830.00 Topsoil borrow CY 100 9.50 100 $950.00 Seeding AC 1 850.00 $0.00 Total Part E - Liberty Park - Trail $17,812.50 Part F -49th Avenue- Jacking Water Main Remove bituminous pavement SY 170 5.00 193 $965.00 Remove concrete curb and gutter LF 20 5.00 62 $310.00 Remove water valve EA 2 100.00 2 $200.00 8618 concrete curb and gutter LF 20 23.50 62 $1,457.00 8" gate valve and box, in place EA 2 900.00 3 $2,700.00 8" DIP water main, Class 52 LF 115 40.00 111.5 $4,460.00 Connect to existing 8" water main EA 3 350.00 3 $1,050.00 Bituminous wear course, patching, Type 41 SY 170 31.85 193 $6,147.05 Sodding, lawn type SY 20 12.00 $0.00 20" steel casing pipe LF 50 140.00 9.18 $1,285.20 Total Part F -49th Avenue- Jacking Water Main $18,574.25 Alternate No.1 -Part A Gettysberg Circle Street Improvements Reclaim bituminous pavement SY 1580 1.00 1580 $1,580.00 Remove bituminous driveway SY 190 2.50 199 $497.50 Remove concrete driveway pavement SF 200 4.75 200 $950.00 requestVinal Change Order Number 1 Temporary water main LS 1 Contract Unit Quantity Amount No. Item Unit Quantity Price to Date to Date 108 Sawing Bituminous Pavement LF 140 2.00 133 $266.00 109 Sawing Concrete Pavement LF 20 4.00 20 $80.00 110 Subgrade preparation - street SY 1800 1.00 1230 $1,230.00 111 Common excavation (EV) CY 790 8.75 504 $4,410.00 112 Subgrade excavation (EV) CY 200 6.50 $0.00 113 Select granular borrow (CV) CY 200 10.50 $0.00 114 Geotextile fabric, Type V SY 1700 2.00 $0.00 115 Topsoil borrow (LV) CY 250 9.50 250 $2,375.00 116 Aggregate base, Class 5 TN 700 9.75 220 $2,145.00 117 Bituminous wear course, Type 41 TN 150 27.85 $0.00 118 Bituminous base course, Type 31 TN 150 26.25 190 $4,987.50 119 Bituminous material for tack coat GAL 85 1.05 25 $26.25 120 3" bituminous wear course driveway SY 65 15.50 81 $1,255.50 121 6" concrete driveway pavement SF 1350 3.25 1240 $4,030.00 122 Adjust Frame and Ring Casting EA 6 300.00 3 $900.00 123 Seeding AC 0.5 2400.00 $0.00 124 Sodding, lawn type SY 2000 1.85 2000 $3,700.00 Total Alternate No.1 -Part A Gettysberg Circle Street Improvements $28,432.75 Part B- Gettysberg Circle - Concrete Curb 125 Remove concrete curb and gutter LF 860 1.50 860 $1,290.00 126 8618 concrete curb and gutter LF 860 7.84 860 $6,742.40 127 Curb reinforcement bars, No. 4 LF 200 1.00 80 $80.00 Total Part B- Gettysberg Circle - Concrete Curb $8,112.40 Part C- Gettysberg Circle -Water Main 128 Temporary water main LS 1 2000.00 1 $2,000.00 129 6" DIP water main, Class 52 LF 410 21.00 384 $8,064.00 130 Remove water main LF 410 1.00 384 $384.00 131 Hydrant EA 1 1800.00 1 $1,800.00 132 Remove water valve box EA 1 50.00 1 $50.00 133 Ductile iron fittings LB 200 3.00 316 $948.00 134 6" gate valve and box in place EA 1 725.00 1 $725.00 135 1" Type "K" copper water service LF 220 11.00 295 $3,245.00 136 1" corporation stop EA 8 65.00 8 $520.00 137 1" curb stop and box EA 8 115.00 8 $920.00 138 Connect to existing water service EA 8 65.00 8 $520.00 139 Mechanical trench compaction LF 410 0.30 384 $115.20 Total Part C- Gettysberg Circle -Water Main $19,291.20 Part D- Gettysberg Circle -Storm Sewer 140 Remove existing manhole EA 2 150.00 2 $300.00 141 Remove existing catch basin EA 1 150.00 2 $300.00 142 Remove 12" RCP storm sewer LF 440 5.00 484 $2,420.00 143 15" storm sewer LF 333 24.00 340 $8,160.00 144 12" storm sewer LF 89 23.00 89 $2,047.00 145 12" perforated pipe LF 150 20.00 155 $3,100.00 146 2'x 3' CB, incl R- 3067 -V casting EA 1 900.00 2 $1,800.00 147 4' dia storm sewer MH, incl R- 1642 -B cstg EA 2 1400.00 2 $2,800.00 148 Shallow catch basin EA 3 850.00 2 $1,700.00 149 Reconnect to existing storm sewer EA 1 275.00 1 $275.00 150 Erosion control at catch basins EA 4 40.00 $0.00 151 Topsoil borrow (LV) CY 40 12.00 40 $480.00 152 Sodding, lawn type SY 800 1.85 800 $1,480.00 153 Remove /reinstall chain link fence LF 100 8.00 106 $848.00 154 Tree removal EA 4 500.00 4 $2,000.00 Total Part D- Gettysberg Circle -Storm Sewer $27,710.00 Change Order Number 1 Temporary water main LS 1 800.00 1 $800.00 Remove water main LF 600 1.00 564 $564.00 Remove water valve EA 1 50.00 1 $50.00 Connect to existing water main EA 2 250.00 2 $500.00 Connect to existing water service EA 3 65.00 3 $195.00 6" DIP water main, Class 52 LF 600 21.00 564 $11,844.00 request6Final k Total Part A - Street Reconstruction Total Part B - Concrete Curb Total Part C -Storm Sewer Total Part D -Water Main Total Part E - Liberty Park - Trail Total Part F -49th Avenue- Jacking Water Main Total Alternate No.1 -Part A Gettysberg Circle Street Improvements Total Part B- Gettysberg Circle - Concrete Curb Total Part C- Gettysberg Circle -Water Main Total Part D- Gettysberg Circle -Storm Sewer Total Change Order No. 1 Total Change Order No. 2 Total Work Completed To Date $424,049.66 $70,230.52 $171,285.90 $169,679.55 $17,812.50 $18,574.25 $28,432.75 $8,112.40 $19,291.20 $27,710.00 $18,895.50 $5,308.60 requesWinal Contract Unit Quantity Amount No. Item Unit Quantity Price to Date to Date 7 6" gate valve and box, in place EA 1 725.00 1 $725.00 8 Ductile iron fittings LB 500 2.50 790 $1,975.00 9 1" Type "K" copper water service LF 105 14.50 105 $1,522.50 10 1" curb stop and box EA 3 115.00 3 $345.00 11 1" corporation stop EA 3 65.00 3 $195.00 12 Mechanical trench compaction LF 600 0.30 600 $180.00 Total Change Order No. 1 $18,895.50 Change Order Number 2 1 Signal and hand hole revisions LS 1 5308.60 1 $5,308.60 Total Change Order No. 1 $5,308.60 Total Part A - Street Reconstruction Total Part B - Concrete Curb Total Part C -Storm Sewer Total Part D -Water Main Total Part E - Liberty Park - Trail Total Part F -49th Avenue- Jacking Water Main Total Alternate No.1 -Part A Gettysberg Circle Street Improvements Total Part B- Gettysberg Circle - Concrete Curb Total Part C- Gettysberg Circle -Water Main Total Part D- Gettysberg Circle -Storm Sewer Total Change Order No. 1 Total Change Order No. 2 Total Work Completed To Date $424,049.66 $70,230.52 $171,285.90 $169,679.55 $17,812.50 $18,574.25 $28,432.75 $8,112.40 $19,291.20 $27,710.00 $18,895.50 $5,308.60 requesWinal PROJECT PAYMENT STATUS OWNER CITY OF NEW HOPE CLIENT PROJECT NO. 648 BRA FILE NO. 34 -98 -815 CONTRACTOR THOMAS & SONS CONSTRUCTION CHANGE ORDERS No. Date Description Amount 1 8/3/99 Water Main in 60th Avenue. $18,962.50 2 12/5/00 This Change Order reflects project improvements added to the project. $5,308.60 08/16/99 268,359.90 29,084.97 581,699.46 3 08/17/99 10/04/99 257,133.86 Total Change Orders $24,271.10 PAYMENT SUMMARY No. From To Payment Retainage Completed 1 05/11/99 07/21/99 284,254.59 14,960.77 299,215.36 2 07/22/99 08/16/99 268,359.90 29,084.97 581,699.46 3 08/17/99 10/04/99 257,133.86 42,618.33 852,366.68 4 10/05/99 12/22/99 56,001.30 45,565.76 911,315.41 5 12/23/99 1 06/12/00 36,814.59 47,503.38 950,067.62 6 AND FINAL 06/13/2000 12/21/00 76,818.59 979,382.83 Material on Hand Total Payment to Date $979,382.83 Original Contract $943,556.90 Retaina a Pay No. 6 AND FINAL Chan e Orders $24,271.10 Total Amount Earned $979,382.83 Revised Contract $967,828.00 request6Final Form I Form Minnesota Department of Revenue Rev. 11/90 Withholding Affidavit for Contractors This affidavit must be approved by the Minnesota Department of Revenue before the _ State of Minnesota or any of its subdivisions can make final payment to contractors. Company name / Minnesota ID number �y C� / ? C�/77 /"J /?/- G/ J C_k 3 t� i 6 l Address Month/year work began & A i city State Zip Code Monthtyear work ended G el-11 /�✓o ' X / Total contract amount: Please type or print clearly above. This will be your �y mailing label for returning the completed form. 1£ . Tele h ne number Amount still due: Did you have employees work on this project? Project numb er: it none, explain Who did the work: r Pu' ;vi iuk'.6oi'l _ e6,) Address ,,, / 4, , I �/ f Check the box that describes your involvement in the project and fill in all information requestted in that category: ❑ Sole contractor ❑ Subcontractor If you are a subcontractor, fill in the name and address of the contractor that hired you: Prime Contractor If you subcontracted out any work on this project, all of your subcontractors must file their own IC -134 affidavits and have them certified by the Department of Revenue before you can file your affidavit. For each subcontractor you had, fill in the business information below, and attach a copy of each subcontractor's certified IC -134. (If you need more space, attach a separate sheet.) Business name Address Owner /Officer , �,nz, �ar V I ,r, �Al I declare that all information I have filled in on this form is true and complete to the best of my knowledge and belief. I authorize the Depart ant of Revenue to disclose pertinent information relating to this project, including sending copies of this form, J/ to the orimeciritract if I am a subcontrac and to any subcontractors if i am a prime contractor, and to the contracting agency. Contra s signature Title Date For certification, mail original and one copy to: Minnesota Department of Revenue, Business Trust Tax Section Mail Station 6610, St. Paul, MN 55146 -6610 Certificate of Compliance with Minnesota Income Tax Withholding Law Based on records of the Minnesota Department of Revenue, I certify that the contractor who has signed this certificate has fulfilled all the requirements of Minnesota Statutes 290.92 and 290.97 concerning the withholding of Minnesota income tax from wages paid to employees relating to contract services with the state of Minnesota and/or its subdivisions. .r Signature of authorized Department of Revenue official �" �° r % * Date Stock No. 5000134 11/33/00 12:47 FAX 612 428 8675 PRECISION PVMT M THOMAS & SONS � 11,H11-01 -- 134 C 1�q Wlth11 Minnesota Department of Revenue ev. 11/90 olding Affidavit for Rion W_. This affidavit must be approved by the Company name State of Minnesota or any of its sub& PRECISION PAVEMENT MARKING INC Address 14280 JAMES ROAD city State Zip Code ROGERS MN 55374 —tbu Type or print clearly above. This will be your mailing label for returning the completed form. Telephone number _ (612)428 -8767 Did you have employees work on this project? If none, explain who did the work: YES sofa uepartment of Revenue before the can make final payment to contractors. Minnesota ID number 1888443 rcat wont oegan Jun -00 Month /year work ended Jun -00 Total contract amount: $970.00 4mount still due: Check the box that describes your involvement in the D ole contractor n�„hr $970.00 nurnber: GcT I' location: GETT owner: CITY C iroject and fill in all in & BASS LAKE RD & SASS LAKE RD HOPE in requested in that category: -, a kVI IT you are a subcontractor, fill in the name and address of the contractor that hired you: THOMAS &SONS; 13925 NORTHDALE BLVD, P O BOX 303, ROGERS, MN 55374 Prime Contractor If you subcontracted out any work on this project, all of your subcontractors must file their own 1C -134 affidavit and have them certified by the Department of Revenue before you can file your affidavit. For each subcontractor you had, fill in the business information below, and attach a copy Business name of each subcontractor's certified IC-134. (If you need more space, attach a seperate sheet.) Address , +ct V 11tVCr - - - 1 t nave nnea in on this form is true and completed - ompleted authorize to the prime c for if t a The Department of Revenue to disclose pertinent inf to the best of my knowledge and bePief. I information relating to this Project, including sending Copies of this form, n ur m a s bcontractor, and to any subcontractors if I am a prime contractor, and to the contracting agency. � Title OFFICE MANAGER Date For certification, mail original and one copy to: 27- Oct -00 Minnesota Department of Revenue, Business Trust Tax Section Mail Station 6610, St Paul, MN 55146 -6610 Certificate Of Based on records of the Minnesota Departm nt of Revenuers certify tha contractor M j wo has sighned this Certif to e has L fulfilled all the requirements of Minnesota Statutes 290.92 and 290.97 concerning the withholding of Minnesota income tax from wages paid to employees relating to contract services with the state of Minnesota and /or its subdivisions. signature of authorized Department of Rt%er e i ;tock No. 5000934 — L.. 'r 3 . 200g JRi4 -11 -2001 11:44 FROM CENTRAL TO THOMAS & SONS P.02 MNIKESOTA � sj FM x - ��vk; is •N .s, 1 City Mate Zip Code 1 amount sa L FOREST LAKE MN — 55 025 � P ll ease type or print cleody This will be your moiling label for retuming the completed lbrm, r Company name — — — — — — — — — — — � , Dayrime phone CENTRAL LANDSCAPING, INC h 651 464 -2130 1 ,address I Total contract amount I 1 LAKE DRIVE 1 $ 09 ,190. 50 Department of Revenue JOB NUMBER g9- IG7 Withholding Affidavit for Contractors '_' This affidavit must be approved by the Minnesota Department of Revenue before the state of Minnesota or any of its subdivisions can make finol payment to contractors. Minnesota --holding rax ID nuM6Cr 7663076 Month /yegr work began Project number Project iaca:ic� �nt� �� mss/" Project city Stare L p cede Did you have er4oyeeiwork on this p+oiecr? W Yes U No if no, who did the work; Check the box that describes your involvement in the project and k11 in all information requested. ❑ Sale contractor ® Subcontractor ❑l• Business name Address Owner /officer t declare that all i'nrormadon I have Dad in on this form is true and complete to the boil of my > nowl and belief. i authorize the Departmenr of Revenue to disclose pertinent informar;an relating to this p roiecr, includ +ng sending copies a thin farm, ;a the prime contractor if f am a subcontractor, �2tt1 and to any sabconmacrors if 1 am a prime contractor, and ro the contracting agency. Contract is signature fide Dore 0"'J Office M n < 15 99 Mail to: MN Dept, of Revenue, Withholding Division, Mail Station 6610, St. Paul, MN 55T a6 -6610 Certificate of Compliance Based on records of the Minnesota Department of Revenue, I certify that the contractor who has signed this certificate has fulfilled ail the requirements of Minnesota Statutes 290.92 and 290,97 concerning the withholding of Minnesota income tax From wages paid to employees relating to contract services with the state of Minnesota and /or its subdivisions. Oeporrmenr of Revenue approval Data ' .i. •� ✓ f N g Stuck No.50001 3A Prime contractor —If you subcontracted out any work on this project, all of your subcontractors must File their own iC•13d offidavits and have them certified by the Department of Revenue before you can file your affidavit. For each subcontractor you had, fill in the information below and attach a copy of each subcontractor's certified [C- 134. If you need more space, attach a separate sheet, Department of Revenue , Withholding Affidavit for Contractors, This affidavit must be approved by the Minnesota Department of Revenue before the state of Minnesota or any of its subdivisions can make final payment to contractors. Please type or print clearly. This will be your mailing label for returning the completed form. — — — — — — — — — — — — — — — — (Company name N Daytime phone KillMer Electric Co., Inc. (763 425-2525 Address Total contract amount 5141 Lakeland Avenue North $ 7,566.00 City State Zip Code Amount still due � Minneapolis, 1 55429 J $ 4,536.44 Project number I Project location 9 1 1 10,0 ' 9-68 1 lew 1 e treets S Project owner Address City State Zip code City of New Hope 44-1 Xylon Ave. No., New hope, NIN 55428 Did you have employees work on this project? KlYes ❑ No If no, who did the work? Check the box that describes your involvement in the project and fill in all information requested. F Sole contractor Subcontractor Name of contractor who hired you Thomas and Sons Construction, Inc. Address P.O. Box 303, Rogers, NIN 55374 ❑ Prime contractor—If you subcontracted out any work on this project, all of your subcontractors must file their own IC -1 34 affidavits and have them certified by the Department of Revenue before you can file your affidavit. For each subcontractor you had, fill in the information below and attach a copy of each subcontractor's certified IC -1 34. If you need more space, attach a separate sheet. Business name Address Owner/Officer Rg Y / declare that all information I have filled in on this form is true and complete to the best of my knowledge and belief. I authorize the Department of Revenue to disclose pertinent information relating to this project, including sending copies of this form, to the prime contractor if I am a subcontractor, and to aay subcontractors if / am a prime contractor, and to the contracting agency. Brian F. Bakk, Controller 1-11-01 Anil to: MN Dept. of Revenue, Withholding Division, Mail Station 6610, St. Paul, MIN 55146-6610 Certificate of Compliance Based on records of the Minnesota Department of Revenue, I certify that the contractor who has signed this certificate has fulfilled all the requirements of Minnesota Statutes 290.92 and 290.97 concerning the withholding of Minnesota income tax from wages paid to employees relating to contract services with the state of Minnesota and/or its subdivisions. Department of Revenue approval Date JAN 18 2001 Stock No. 5000134 (Rev. 11/95) Printed on recycled paper with 10% post-consumer waste using soy-based ink. Minnesota withholding tax ID number 6718331 Month/year work began 8-99 61/24Z01 14:43 HARDDRIVES 4 THOMAS MINNESOTA Department of Revenue Withholding Affidavit for Contractors This affidavit must be approved by the Minnesota Department of Revenue before the state of Minnesota or any of its subdivisions can make final payment to contractors, NO.473 P002/002 Minnesota withholding tax ID number Month/yeor work Project number Pr9jeolocation I-Ot Address city Prolect owner 77 V Did youlioYe ern work on this project? Y= ❑ No If no, who did the work? W a Check the box that describes your involvement in the project and Fill in all information requested. ❑ Sole contractor Subcontractor Nome of contractor who himecl you 20 Z301 -50-3 Prime contractor—if you subcontracted Ut any work on this project, all of your subcontractors must Pile their own IC -134 off idavits and have them certified by the Department of Revenue before you can file your affidavit. For each Subcontractor you hod, Fill in the information below and attach a copy of each Subcontractor's certified IC -134, If you need more space, attach a separate sheet. I declare that of/ information I hove filled in on this form Is leve and complete to the best of my knowledge and belief, I authorize the Deportment at Revenue to disclose pertinent information relating to this project, including 3BIldifIg Copies Of INS form, ro the prime contractor if I am a subcontractor, and to any subcontracints if I am a prime contractor, and to the contracting agency. Mail to: 'Revenue, Withholding Division, Maii Station 6610, St. Paul, MN 55146.6610 . /__ '141ak. - - — - Certificate of Compliance Based on records of the Minnesota Department of Revenue, I certify that the contractor who has signed this certificate has fulfilled all the requirements of Minnesota Statutes 290.92 and 290.97 concerning the withholding of Minnesota income tax from wages paid to employees relating to contract services with the state of Minnesota and/or its subdivisions. Deperym F Date - Mt O T JAN 1 8 2001 State Zip code