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Imp. Proj. #483The City Engineer has completed the feasibility report on the Backyard llrainage improvements proposed for 4909 -4941 Winnetka Avenue North, Improvement Project No.483. The report discusses the proposed drainage improvements and presents a preliminary cost estimate ($29,990) and a preliminary assessment roll. Storm water ponding does occur in these backyards during most rainfall events and homeowners who have experienced storm water ponding in their backyards have approached the City to correct /improve the problem. The project is feasible from an engineering standpoint and the Engineer is recommending the project be constructed provided that all easements can be acquired at no cost. The original proposal included construction of a 12" storm sewer system along the common lot line between Lots 5 and 6, construction of a catch basin in the backyards between Lots 5 and 6, and grading overland drainage swales north and south from the new catch basin to collect /convey storm water to new catch basin; all of which would connect to existing catch basin in Winnetka Avenue. However, new grades for the drainage swales result in significant grade changes that complicate use of each backyard and homeowners were not confident that the overland drainage swales would correct the problem. Therefore, the Engineer is also proposing to extend a 12' storm sewer north and south from the new catch basin between Lots 5 and 6 and to install two additional catch basins (one on Lot 3, one on Lot 7). The project would also include removal/reconstruction of existing fence and sidewalk, grading overland swales, and installing sod /top soil. Note that the Engineer is recommending that a maximum square footage of 8,000 square feet be established for assessment purposes. The City Engineer will make a presentation on the project at the 2/10/92 meeting and if the Council desires to proceed with the project, the next step would be to call for a public hearing on the improvement. The attached resolution receives the report and calls for a public hearing on the improvement to be scheduled for 3/9/92. RESOLUTION RECEIVING REPOR% ON 4909 - 4941 WINNETKA AVENUE NORTH BACKYARD DRAINAGE IMPROVEMENTS, PROJECT NO . 483, AND CALLING HEARING ON IMPROVEMENT Staff reco MOTION BY TO: COUNCIL 0 • • • • SECOND BY Review: Administration: Finance: RESOLUTION NO. 92-38 RESOLUTION PROVIDING FOR PUBLIC HEARING ON PROPOSED IMPROVEMENT NO. 483 (Winnetka Avenue Backyard Storm Water Drainage Improvement) BE IT RESOLVED by the City Council of the City of New Hope as follows: 1. It is hereby found and determined thatBonestrno, Rosene, Anderlih & Associates, Inc', Engineers for the City, have heretofore reported to this Council that a public improvement for the City as hereinafter described is 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 $29,990.00. 2. This Council shall meet at the time and place specified in the form of notice included in paragraph 3 hereof for the purpose of holding a public hearing on the proposed construction of a public improvement as therein described. 3. The City Clerk is authorized and directed to cause notice of the time place and purpose of Said meeting to be published for two successive weeks in the New Hope-Golden Valley Gun-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 STORM WATER DRAINAGE IMPROVEMENT NO. 483 (Winnetka Avenue Backyard Storm Water Drainage Improvement) City of New Hope, Minnesota 1. Notice is hereby given that the City Council of the City of New Hope, Minnesota, will meet on March 9, 1992 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 a proposed improvement as described hereinafter. 2. The general nature of the improvement is the construction of storm water drainage system in the backyards of 4909 - 4941 Winnetka Avenue North including construction of a 12" storm sewer system to connect to existing catch basin and construction of new catch basins 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: Lots 1 through 23, Block 1, Mork Campion Manor 3. The estimated cost of said improvement is $29,990.00. 4. The area proposed to be assessed for the making of said improvement shall include the premises described in paragraph 2 above. 5. All persons interested are invited to appear at said hearing for the purpose of being heard with respect to the making of said improvement. Dated the 10th day of February, 1992. Valerie Leone City Clerk (Published in the New Hope-Golden Valley Sun-Post on the 26th day of February and the 4th day of March, 1992.) 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 10th day of February, 1992. "Edw. J/ Erickson, Mayor Valerie Leone, City Clerk r i - lT l / i New Hope, Minnesota January1992 February 4, 1992 Honorable Mayor and Council City of New Hope 4401 Xylon Avenue N. New Hope, MN 55428 Re: 4909 - 4941 Winnetka Avenue N. Backyard Drainage Improvements Project No. 483 File No. 34140 Dear Mayor and Council: Enclosed is our report for backyard drainage improvements in the backyards of 4909 -4941 Winnetka Avenue North. This report discusses the proposed drainage improvements and presents a preliminary cost estimate and preliminary assessment roll. We would be pleased to meet with the Council and other interested parties at a mutually convenient time to discuss any aspect of this report. Yours very truly, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. Mark Hanson MH:lk I hereby certify that this 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. Mark Hanson Date: _ � Reg. No. 14260 34140.rpt . �, U .. Otto G. Bonestroo, P.E. Keith A. Gordon, P.E. James R. Maland, P.E. Rene C. Plumaart, A.LA. Joseph C. Anderlik, P.E. Richard W. Foster, P.E. Kenneth P Anderson, P.E. Agnes M. Ring, A.I.C.P. Marvin L. Sorvala, P.E. Jerry A. Bourdon, P.E. Mark R. Rolfs, PE. Jerry D. Pertzsch, P.E. Richard E. Turner. P.E. Mark A Hanson, P.E. Thomas E. Angus, PE. Ced io Olivier, P.E. Glenn R. Cook, P.E. David O. Loskota, P.E. Daniel J. Edgerton, P.E. Gary W. Morren, P.E. Thomas E. Noyes, P.E. Robert C. Russek, A.I.A. Mark A. Seip, P.E. Karen L. Wiemen, PE, Robert G. Schunicht, P.E. Howard A. Sanford, P.E. Philip J. Caswell, P.E. Keith R. Yapp, P.E. Susan M. Eberlin, C.PA. Donald C. Burgardt, PE. Ismael Martinez, P.E. Michael P. Rau, P.E. Ted K. Field, P.E. Mark D. Wallis, P.E. Charles A, Erickson Michael T Rautmann, P.E. Thomas R. Anderson, A.I.A. Leo M. Pawelsky Robert R. Pfefferle, P.E. Gary E Rylander. P.E. Harlan M. Olson Thomas W Peterson, P.E. Miles B. Jensen, PE. Michael C. Lynch, P.E. L. Phillip Gravel III, P.E. February 4, 1992 Honorable Mayor and Council City of New Hope 4401 Xylon Avenue N. New Hope, MN 55428 Re: 4909 - 4941 Winnetka Avenue N. Backyard Drainage Improvements Project No. 483 File No. 34140 Dear Mayor and Council: Enclosed is our report for backyard drainage improvements in the backyards of 4909 -4941 Winnetka Avenue North. This report discusses the proposed drainage improvements and presents a preliminary cost estimate and preliminary assessment roll. We would be pleased to meet with the Council and other interested parties at a mutually convenient time to discuss any aspect of this report. Yours very truly, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. Mark Hanson MH:lk I hereby certify that this 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. Mark Hanson Date: _ � Reg. No. 14260 34140.rpt . �, SCOPE This project provides for drainage improvements in the back yards of 4909 -4941 Winnetka Avenue North. This area was developed in the late 19.50's and early 1960's. The storm water runoff from this area is intended to drain overland north and south along the back lot lines to the common lot lines between Lots 3 and 4 and Lots 7 and S. At each of these lot lines the runoff is to drain overland easterly to Winnetka Avenue. However, due to the flat elevations that exist in the backyards of Lots 3 -7 and the inadequate grade that exists in the drainage swales between the homes abutting Winnetka Avenue, storm water ponding does occur in the backyards during most rainfall events. In addition, due to the reconstruction of Winnetka Avenue in 1972, the elevation of the sidewalk does compromise the overland drainage from the backyards to Winnetka Avenue. The homeowners who have experienced storm water ponding in their backyards have approached the City on numerous occasions to correct /improve the storm water problem. New Hope's policy relative to backyard drainage improvements is that the City will provide the engineering effort to improve the drainage problem in hopes that the effected homeowners will work together to correct /improve the drainage problem on their own. An informational meeting was held with the effected homeowners to discuss one proposed improvement. However, additional homeowners expressed similar problems and didn't feel the improvements as proposed would correct /improve their problem. Therefore, the City Council ordered the preparation of a feasibility report to discuss proposed improvements Which would correct /improve the drainage problems for this area. 34MO.rpt 1 FEASIBILITY AND RECOMMENDATION This report is feasible form an engineering standpoint and is in accordance with standards for conveying storm water in the City of New Hope. The project, as outlined herein, can be constructed under of a single contract or combined with a similar type project. It's recommended the project be constructed provided all easements can be acquired at no cost. DISCUSSION Storm water drainage for this area is identified in Figure No. 1 and is intended to drain overland between the homes abutting Winnetka Avenue as previously discussed. Storm sewer exists in Winnetka Avenue which is also shown on Figure No. 1. At the informational meeting it was proposed to construct a 12" storm sewer system along the common lot line between Lots 5 and 6. A catch basin was to be constructed in the backyards between Lots 5 and 6 and collect storm water runoff from the immediate area. The proposed storm sewer is to connect to the existing catch basin in Winnetka Avenue as shown on Figure No. 1. It was also proposed to grade overland drainage swales north and south from the new catch basin to properly convey storm water runoff to the new catch basin. However, the new grades for the drainage Swale across Lots 4, 5, and 6 resulted in significant grade changes, complicating the use of each backyard. In addition, the effected homeowners were not confident that the overland drainage swales would be properly constructed to convey storm water runoff in accordance with engineering standards. Therefore, it's also proposed to extend a 12" storm sewer north and south from the new catch basin located between Lot 5 and 6 as shown on Figure No. 1. Catch basins are to be located in Lot 3 and 7 to collect storm water runoff from the immediate area. 341.40.rpt 2 A 10' wide utility and drainage easement does exist along the back lot line and between Lots 3 and 4 and Lots 7 and 8 to Winnetka Avenue. The existing easement is adequate to construct the proposed storm sewer. However, to minimize tree removal and follow the existing drainage Swale, it's not recommended the proposed storm sewer be constructed within the existing easement. Therefore, drainage and utility easements will be required across Lots 3, 4, 5, 6, and 7 and temporary construction easements to accommodate the proposed storm sewer construction. COST ESTIMATE A detailed cost estimate is presented in Appendix A located at the back of this report. The total estimated project cost is $29,990 which includes 5% contingencies and 25% for legal, engineering, administration and bond interest. The total estimated project cost does not include cost for easement acquisition. AREA TO BE INCLUDED The area to be included for assessment purposes is presented on Figure No. 1 and listed below: Mork Campion Manor Lots 1 -23 Block 1. 34140.rpt 3 ASSESSMENTS Assessments are proposed to be assessed to the benefitted property. It's proposed that 50% of the project cost be assessed to the benefitted property in the drainage area. The remaining cost will be the responsibility of the City. It's proposed the benefitted property be assessed on an area basis. However, the maximum area proposed to be assessed to a given parcel is 8,000 sq. ft. A preliminary assessment roll is presented in Appendix B located at the back of this report. The estimated assessment for each property is between $208 and $878. The average assessment per lot is $652. The homeowner has the option to pay off the assessment at the time of the assessment hearing or include the assessment as part of their property tax statement. If the homeowner elects to include the assessment as part of their property tax statement, the cost will be spread over a period of time and at an interest rate determined by the City Council. It's suggested, because the assessment is small that it be spread over a period of time between 5 and 10 years. REVENUE SOURCES Revenue sources to cover the cost of the project are summarized below: Proiect Cast Revenue Balance Storm Sewer $29,990 Lateral Assessment $ 14,995 TOTAL $29,990 $14,995 $- 14,995 The estimated project deficit is $14,995 which will be the responsibility of the City of New Hope. 34140.rpt 4 PROJECT SCHEDULE Present Feasibility Report Public Bearing Approve Plans & Specifications Begin Construction Complete Construction Assessment Hearing February 10, 1992 March 9, 1992 April 13, 1992 May 1, 1992 June 1992 September 1992 34140.rpt 5 APPENDIX A PRELIMINARY COST ESTIMATE 4909 -4941 WINNETKA AVENUE NORTH BACKYARD DRAINAGE IMPROVEMENTS CITY PROJECT NO. 483 Lump Sum Mobilization @. $1,000 /1S $ 1,000 450 L.F. 12" PVC storm sewer a $30.00 /L.F. 13,500 1 Each Std M I I w /casting @ $1,200.00 /EA. 1,200 3 Each Std C13MH w /casting @ $1,000.00 /EA. 3,000 1 Each Connect to existing CB @ $700.00 /EA. 700 Lump Sum Remove & reconstruct existing fence 200 150 Sq. Ft. Remove & reconstruct existing sidewalk @ $2.00 /SQ. FT. 300 900 Sq. Yd. Sod w /3" top soil @ $2.50 /Sq. Yd. 2,250 Lump Sum Grade overland drainage swale @ $700.00 /LS 700 TOTAL $22,850 + 5% Contingencies 1,140 $23,990 + 25 %v Legal Engineering, Administration, Bond Interest 6,000 $29,990 34 L40.rpt 6 APPENDIX B PRELIMINARY ASSESSMENT ROLL 4909 -4941 WINNETKA AVENUE NORTH BACKYARD DRAINAGE IMPROVEMENTS CITY PROJECT NO. 483 PARCEL DESCRIPTION Mork Champion Manor Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 9 Lot 10 Lot 11 Lot 12 Lot 13 Lot 14 Lot 15 Lot 16 Lot 17 Lot 18 Lot 19 Lot 20 ' Lot 21 Lot 22 Lot 23 ASSESSABLE COST /SQ. FT. TOTAL AREA (Sq. Ft.) ASSESSMENT 6900 $0.110 $ 757 6100 0.110 669 5500 0.110 603 5100 0.110 559 5200 0.110 570 5300 0.110 581 5400 0.110 592 1900 0.110 208 5800 0.110 636 5800 0.110 636 5600 0.110 614 2800 0.110 307 5400 0.110 592 3100 0.110 340 8000 0.110 878 8000 0.110 878 8000 0.110 878 8000 0.1.10 878 2800 0.110 307 8000 0.110 878 8000 0.110 878 8000 0.110 878 8000 0.11.0 878 136 Sq. Ft. 14,995 34140.rpt 7 100 /-0(j Scale in feet ... ...... ...... }t } }ttt ... ................... - 21 PC 2 0 h . ... ...... sr t. ... ........ p 4- 9 t I j . 4909-4941 WINNETKA AVE. N. AV l'%J1 11 L". . I , E- Im NEW HOPE, MINNESOTA NIX111fim BACKYARD DRAINAGE IMPROVEMENTS R:\34\34140\34140801 JANUARY 1992 COMM. 34140 An Bonestroo Rosene mom im Anderilk & " Associates Engineers & Architects 2335 West Highway 36 St. Paul, Minnesota 55113 n }t } }ttt ... An Bonestroo Rosene mom im Anderilk & " Associates Engineers & Architects 2335 West Highway 36 St. Paul, Minnesota 55113 n CORRICK LAW OFFICES, PA. WILLIAM J. CORRICK STEVEN A. SONDRALL, P.A. STEVEN A.SONDRALL MICHAEL R. LAFLEUR MARTIN P. MALEOHA WILLIAM 0. STRAIT February 13, 1992 CORMICK & SONDRALL A PARTNERSHIP OF PROFESSIONAL CORPORATIONS LAWYERS Edinburgh Executive Office Plaza 8525 Edinbrook Crossing Suite #203 Brooklyn Park, Minnesota 55443 TELEPHONE (612) 425-6671 FAX (612) 425-5867 Valerie Leone City Clerk City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 LEGAL ASSISTANTS LAVONNE E. KESKE SHARON D. DERBY RE: Backyard Drainage Improvement Projects for Winnetka Avenue North and 47-ith Avenue North/City Projects 483 and 482 Our File Nos: 99.64830 and 99.64820 Dear Valerie: Please find enclosed original Resolutions Calling for the Public Hearing on the referenced projects for the March 9, 1992 Council meeting. As is our past practice, we will assume responsibility for publication of the notices in the paper and the preparation of the Resolution ordering these projects for consideration at the March 9th meeting. If you have any questions, please do not hesitate to contact me. Very truly yours, Steven A. Sondrall s1t Enclosures cc: Daniel J. Donahue (w/enc) Kirk McDonald (w/enc) • J► 04 olua 0 .0 00 COW Originating Department Approved for Agenda I Agenda Section City Manager I Publzc Hearings Kirk McDonald Item No. By: Management Assistant By: $ 7.2 PUBLIC HEARING - RESOLUTION ORDERING CONSTRUCTION OF STORM WATER DRAINAGE IMPROVEMENT NO. 483 AND PREPARATION OF FINAL PLANS AND SPECIFICATIONS (WINNETKA AVENUE NORTH BACKYARD STORM WATER DRAINAGE IMPROVEMENTS) This is the Public Hearing for Improvement Project No. 483, the backyard drainage improvements at 4909 -4941 Winnetka Avenue North. On August 26,1991, the City Council ordered a feasibility report on the size, scope, and cost of undertaking this improvement. The City Engineer prepared the attached report which discusses the proposed backyard storm sewer improvements, the estimated cost for these improvements, and the estimated assessment. The Engineer is recommending that a maximum square footage of 8,000 square feet be established for assessment purposes and the preliminary project cost estimate is $29,990. The Engineer states that the project is feasible and recommends construction provided that all easements can be acquired at no cost. It is proposed that 50% of the project cost be assessed to benefitted properties in the drainage area and the remaining cost be the responsibility of the City. On February 10th the City Council accepted the Preliminary Report and passed a resolution providing for a public hearing on the improvement. The City Attorney has prepared the enclosed Resolution Ordering Construction of Storm Water Drainage Improvement No. 483 and Preparation of Final Plans and Specifications. Staff recommends approval of the resolution. MOT. Review: Administration: Finance: • II RESOLUTION NO' 32- RESOLUTION ORDERING CONSTRUCTION OF STORM WATER DRAINAGE IMPROVEMENT NO. 483 AND PREPARATION OF FINAL PL/\0S AND SPECIFICATIONS (N/innetka Avenue Backyard Storm Water Drainage Improvement) BE IT RESOLVED by the City Council of the City of Now Hope as follows: 1. This Council held a public hearing the 9th day of March, 1982, at 7:00 o'clock p.m. at the City Hall, 4401 Xylon Avenue North, in said City, On proposed VYinnetka Avenue Backyard Storm Water Drainage Improvement No, 483 of the City, after notice of said hearing was duly published as required by law in the New Hope- Golden Volley Sun-Post, the official newspaper of the City, on February 26 and March 4, 1992. 2. The Council has examined and approved the Affidavit pertaining to the mailing of notices Of Said hearing to the owners of all parcels within the area proposed to be assessed, and has examined and approved the mailing list containing the names and addresses of all such owners; and this Council hereby finds, determines and declares that notice of said hearing was duly mailed the DvvD8rS of each and all parcels within the area proposed to be assessed in accordance with and as required by law. 3. That all persons desiring to be heard were given an opportunity to be heard thereon, and this Council having considered the views of all persons interested and being fully advised as the pertinent facts, does hereby determine to proceed with the making of said proposed improvement, and said improvement is hereby ordered. 4. The area proposed to be assessed to pay the cost of said improvement shall include the property described in the notice of public hearing pertaining thereto. S. Boneatroo, RoseMS, Anderlik & Associates, Ino., Engineers for the City, are hereby authorized and directed to proceed with the preparation and making of final plans and specifications for said improvement. /\dopted by the City C0uDCi7 thiS 9t day of K1arch, 1992. Edw. J. Erickson, Mayor Attest: Valerie Leone, City Clerk CORRICK LAW OFFICES, PA, WILLIAM J. CORRIOK STEVEN A. SONDRALL, P.A. STEVEN A.SONDRALL MICHAEL R. LAFLEUR MARTIN P. MALECHA WILLIAM C. STRAIT CO RMCK & SONDRALL A PARTNERSHIP OF PROFESSIONAL CORPORATIONS LAWYERS Edinburgh Executive Office Plaza 8525 Edinbrook Crossing Suite #203 Brooklyn Park, Minnesota 55443 TELEPHONE (612) 425 -5671 FAX(612)425 -5867 March 4, 1992 i )c 0 P Yi Kirk McDonald Management Asst. City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 RE: Backyard Storm Water Drainage Improvement Projects No. 482 and 483 Our File Nos. 99.64820 and 64830 Dear Kirk: LEGAL ASSISTANTS LAVONNE E. KESKE SHARON D. DERBY Enclosed please find Resolutions Ordering Construction for the referenced projects for consideration at the March 9th, 1992 Council meeting. Please contact me if you have any questions. Very truly yours, U . ;fjh u '�. -u Steven A. Sondrall s1w Enclosures cc: Daniel J. Donahue (w /enc - Valerie Leone (w /enc) tHlS COPY FOR p.s. Val, please provide me with two certified copies of the Resolutions after their adoption at the March 9th meeting. SAS February 25, 1992 SUBJECT: BACKYARD DRAINAGE IMPROVEMENTS - PROJECT 483 Dear Property Owner: A public hearing has been scheduled by the New Hope City Council for March 9. 1992, at 7:00 p.m, at City Hall, 4401 Xylon Avenue North, to consider drainage improvements in the back yards of 4909 -4941 Winnetka Avenue North Homeowners who have experienced storm water ponding in their backyards have approached the City on numerous occasions to correct /improve the storm water problem. New Hope's policy relative to backyard drainage improvements is that the City will provide the engineering effort required to improve the drainage problem in hopes that the affected homeowners will work together to correct/ improve the drainage problem on their own. An informational meeting was held with the affected homeowners to discuss one proposed improvement. However, additional homeowners expressed similar problems and did not feel the improve- ments as proposed would correct /improve their problem. Therefore, the City Council authorized preparation of a feasibility report to discuss proposed improvements to correct /improve the drainage problems for this area. The proposed improvement is the construction of storm water drainage system in the backyards of 4909 -4941 Winnetka Avenue North including construction of a 12" storm sewer system to connect to existing catch basin and construction of new catch basins and all other appurtenant works and services reasonably required therefore. The project would also include removal /reconstruction of existing fence and sidewalk, grading overland swales, and installing sod /top soil. The preliminary cost estimate is $29,990. It is proposed that 50% of the project cost be assessed to the benefitted property in the drainage area; the remaining cost will be the responsibility of the City. The estimated assessment for each property is between $208 and $878 (based on square footage). The final assessment amount can be paid off completely at the time of the assessment hearing (fall, 1992) or it can be included on your tax statement and financed over a period of years. The length of time (5 or 10 years) and interest rate will be established by the City Council. The first installment would appear on your tax statement in the spring of 1993. Property owners receiving this notice are included in the assessment project All costs are estimates and will be revised based on final costs. Sincerely Valerie Leone City Clerk NOTICE OF PUBLIC HEARING ON PROPOSED STORM WATER DRAINAGE IMPROVEMENT NO. 483 (Winnetka Avenue Backyard Storm Water Drainage Improvement) City of New Hope, Minnesota 1. Notice is hereby given that the City Council of the City of New Hope, Minnesota, will meet on March 9, 1992 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 a proposed improvement as described hereinafter. 2. The general nature of the improvement is the construction of storm water drainage system in the backyards of 4909 - 4941 Winnetka Avenue North including construction of a 12" storm sewer system to connect to existing catch basin and construction of new catch basins 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: Lots 1 through 23, Block 1, Mork Campion Manor 3. The estimated cost of said improvement is $29,990.00, 4. The area proposed to be assessed for the making of said improvement shall include the premises described in paragraph 2 above. 5. All persons interested are invited to appear at said hearing for the purpose of being heard with respect to the making of said improvement. Dated the 10th day of February, 1992. _Y1 o Valerie Leone City Clerk (Published in the New Hope-Golden Valley Sun-Post on the 26th day of February and the 4th day of March, 1992.) IMO • • • IIIIII - a - • _ . IIIII - File No, 34140 Sonestr Rosene Anderiik & Associates Engineers & Architects February 4, 1992 Honorable Mayor and Council City of New Hope 4401 Xylon Avenue N. New Hope, MN 55428 Otto G Bonestroo. PE Kean A Gordon PE amen R Malang. PE Rene " _ - _ _ Joseph C Anoentk. PE Ricnaro W Foster PE Kennetn P Aneerson PE Afire! M -_ Martin L Sorvala. PE Jerry A Bourdon. PE Mark R ROlfs. PE Rtcnaro E turner PE. +Mark A Hanson. PE. rhomas E Angus. PE C °Cbc Glenn R COOK. PE David O Lostota. PE Danel J Edgerton PE Gary ' V mrr— = 'somas E Noyes. PE Robert C Russet. A : A Mark A Seto, PE Karen , k e m e r Robert G Scnurncnt PE Howaro A Santoro. PE Photo J Casweu, PE _ Kev R ape -E Susan M Ebenin CPA Donald C Burgarot. PE smae Mamnez PE MC'av P Ra, Teo K F -Nil. PE. Mark D Wallis. PE C'anes A MKhae r Rautmann PE rhomas R Anderson A I A Leo M Pawe Robert R P"rie. PE Gary F Ryander. PE Harlan M 0 Thomas W Peterson PE Miles 9 Jensen, PE Michael C Lynch, PE. L Phillip Gravet ail. PC Re: 4909 - 4941 Winnetka Avenue N. Backyard Drainage Improvements Project No. 483 File No. 34140 Dear Mayor and Council: Enclosed is our report for backyard drainage improvements in the backyards of 4909 -4941 Winnetka Avenue North. This report discusses the proposed drainage improvements a nd presents a preliminary cost estimate and preliminary assessment roll. We would be pleased to meet with the Council and other interested parties at a mutually convenient time to discuss any aspect of this report. Yours very truly, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. Mark Hanson MH:lk I hereby certify that this 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. 2�Alz 4 Mark Hanson Date: Reg. No. 14260 34140.rpt 2335 West Highway 36 • St. Paul, Minnesota 55113 • 612 - 636.4600 SCOPE This project provides for drainage improvements in the back yards of 4909 -4941 Winnetka Avenue North. This area was developed in the late 1950's and early 1960's. The storm water runoff from this area is intended to drain overland north and south along the back lot lines to the common lot lines between Lots 3 and 4 and Lots 7 and 8. At each of these lot lines the runoff is to drain overland easterly to Winnetka Avenue. However, due to the flat elevations that exist in the backyards of Lots 3 -7 and the inadequate grade that exists in the drainage swales between the homes abutting Winnetka Avenue, storm water ponding does occur in the backyards during most rainfall events. In addition, due to the reconstruction of Winnetka Avenue in 1972, the elevation of the sidewalk does compromise the overland drainage from the backyards to Winnetka Avenue. The homeowners who have experienced storm water ponding in their backyards have approached the City on numerous occasions to correct /improve the storm water problem. New Hope's policy relative to backyard drainage improvements is that the City will provide the engineering effort to improve the drainage problem in hopes that the effected homeowners will work together to correct /improve the drainage problem on their own. An informational meeting was held with the effected homeowners to discuss one proposed improvement. However, additional homeowners expressed similar problems and didn't feel the improvements as proposed would correct /improve their problem. Therefore, the City Council ordered the preparation of a feasibility report to discuss proposed improvements which would correct /improve the drainage problems for this area. 34140.rpt 1 FEASIBILITY AND RECOMMENDATION This report is feasible form an engineering standpoint and is in accordance with standards for conveying storm water in the City of New Hope. The project, as outlined herein, can be constructed under of a single contract or combined with a similar type project. It's recommended the project be constructed provided all easements can be acquired at no cost. DISCUSSION Storm water drainage for this area is identified in Figure No. 1 and is intended to drain overland between the homes abutting Winnetka Avenue as previously discussed. Storm sewer exists in Winnetka Avenue which is also shown on Figure No. 1. At the informational meeting it was proposed to construct a 12" storm sewer system along the common lot line between Lots 5 and 6. A catch basin was to be constructed in the backyards between Lots 5 and 6 and collect storm water runoff from the immediate area. The proposed storm sewer is to connect to the existing catch basin in Winnetka Avenue as shown on Figure No. 1. It was also _proposed to grade overland drainage swales north and south from the new catch basin to properly convey storm water runoff to the new catch basin. However, the new grades for the drainage swale across Lots 4, 5, and 6 resulted in significant grade changes, complicating the use of each backyard. In addition, the effected homeowners were not confident that the overland drainage swales would be properly constructed to convey storm water runoff in accordance with engineering standards. Therefore, it's also proposed to extend a 12" storm sewer north and south from the new catch basin located between Lot 5 and 6 as shown on Figure No. 1. Catch basins are to be located in Lot 3 and 7 to collect storm water runoff from the immediate area. 34140.rpt 2 A 10' wide utility and drainage easement does exist along the back lot line and between Lots 3 and 4 and Lots 7 and 8 to Winnetka Avenue. The existing easement is adequate to construct the proposed storm sewer. However, to minimize tree removal and follow the existing drainage swale, it's not recommended the proposed storm sewer be constructed within the existing easement. Therefore, drainage and utility easements will be required across Lots 3, 4, 5, 6, and 7 and temporary construction easements to accommodate the proposed storm sewer construction. COST ESTIMATE A detailed cost estimate is presented in Appendix A located at the back of this report. The total estimated project cost is $29,990 which includes 5% contingencies and 25% for legal, engineering, administration and bond interest. The total estimated project cost does not include cost for easement acquisition. AREA TO BE INCLUDED The area to be included for assessment purposes is presented on Figure No. 1 and listed below: Mork Campion Manor Lots 1 -23 Block 1 34140.rpt 3 ASSESSMENTS Assessments are proposed to be assessed to the benefitted property. It's proposed that 50% of the project cost be assessed to the benefitted property in the drainage area. The remaining cost will be the responsibility of the City. It's proposed the benefitted property be assessed on an area basis. However, the maximum area proposed to be assessed to a given parcel is 8,000 sq. ft. A preliminary assessment roll is presented in Appendix B located at the back of this report. The estimated assessment for each property is between $208 and $878. The average assessment per lot is $652. The homeowner has the option to pay off the assessment at the time of the assessment hearing or include the assessment as part of their property tax statement. If the homeowner elects to include the assessment as part of their property tax statement, the cost will be spread over a period of time and at an interest rate determined by the City Council. It's suggested, because the assessment is small that it be spread over a period of time between 5 and 10 years. REVENUE SOURCES Revenue sources to cover the cost of the project are summarized below: Storm Sewer $29,990 Lateral Assessment $ 14,995 TOTAL $29,990 $14,995 $-14,995 The estimated project deficit is $14,995 which will be the responsibility of the City of New Hope. 34140.rpt 4 PROJECT SCHEDULE Present Feasibility Report Public f tearing; Approve Plans & Specifications Begin Construction Complete Construction Assessment Hearing; February 10, 1992 March 9, 1992 April 13, 1992 May 1, 1992 June 1992 September 1992 34140.rpt 5 APPENDIX A PRELIMINARY COST ESTIMATE 4909 -4941 WINNETKA AVENUE NORTH BACKYARD DRAINAGE IMPROVEMENTS CITY PROJECT NO. 483 Lump Sum Mobilization @ $1,000/LS $ 1,000 450 L.F. 12" PVC storm sewer @ $30.00 /L.F. 13,500 1 Each Std M l I w /casting c@ $1,200.00 /EA. 1,200 3 Each Std CBMII w /casting L $1,000.00 /EA. 3,000 1 Each Connect to existing CB @ $700.00 /EA. 700 Lump Sum Remove & reconstruct existing fence 200 150 Sq. Ft. Remove & reconstruct existing sidewalk @ $2.00 /SQ. FT. 300 900 Sq. Yd. Sod w /3" top soil @ $2.50 /Sq. Yd. 2,250 Lump Sum Grade overland drainage swale @ $700.00 /1-S 700 TOTAL $22,850 + 5% Contingencies 1.140 $23,990 + 25% Legal Engineering, Administration, Bond Interest 6,000 $29,990 34 M.rpt 6 APPENDIX B PRELIMINARY ASSESSMENT ROLL 4909 -4941 WINNETKA AVENUE NORTH BACKYARD DRAINAGE IMPROVEMENTS CITY PROJECT NO. 483 PARCEL ASSESSABLE COST/SQ. Fr. TOTAL DESCRIPTION AREA.1SQ. Ft.l ASSESSMENT Mork Champion Manor Lot 1 6900 $0.110 $ 757 Lot 2 6100 0.110 669 Lot 3 5500 0.110 603 Lot 4 5100 0.110 559 Lot 5 5200 0.110 570 Lot 6 5300 0.110 581 Lot 7 5400 0.110 592 Lot 8 1900 0.110 208 Lot 9 5800 0.110 636 Lot 10 5800 0.110 636 Lot 11 5600 0.110 614 Lot 12 2800 0.110 307 Lot 13 5400 0.110 592 Lot 14 3100 0.110 340 Lot 15 8000 0.110 878 Lot 16 8000 0.110 878 Lot 17 8000 0.110 878 Lot 18 8000 0.110 878 Lot 19 2800 0.110 307 Lot 20 8000 0.110 878 Lot 21 8000 0.110 878 Lot 22 8000 0.110 878 Lot 23 8t 0.110 878 TOTAL 136,700 Sq. Ft. 14,995 34140.rpt 7 22 , 23 i- i i 1 - i i !J i _ it 20 1 2 3 ! 1 J �C 1 _ I BMH r� , 18 1 t :11 S 6 C H MH S I t ea _ f CSMH I S' 1, 12 'mom 8 w ... 1 E 4909 -4941 WINNETKA AVE. N. eonestroo Rosene NEW HOPE, MINNESOTA FIGURE 1 BACKYARD DRAINAGE IMPROVEMENTS K: \34 \34140 \34140RO1 JANUARY 1992 COMM. 34140 ® Anderiik & Associates Engineers d Architects 2333 West Highway 36 St. Paul, Minnesota 55113 COUNCIL 0 $ • CONTINUATION OF PUBLIC HEARING -RESOLUTION ORDERING CONSTRUCTION OF STORM WATER DRAINAGE IMPROVEMENT NO. 483 AND PREPARATION OF FINAL PLANS AND SPECIFICATIONS (WINNETKA AVENUE BACKYARD STORM WATER DRAINAGE IMPROVEMENTS) This is the Public Hearing for Improvement Project No. 483, the backyard drainage improvements at 4909 -4941 Winnetka Avenue North, that was continued from the March 9th City Council meeting. At that time it was suggested that the storm sewer alingnment to Winnetka Avenue be moved from the lot lines between Lot 5 and 6 to Lots 2 and 3. The City Engineer has reviewed the alignment in the field and agrees that the construction in that location is easier than between Lots 5 and 6. However, additional storm construction is required to connect to the existing stomr sewer in Winnetka Avenue. The attached drawing identifies the new storm sewer construction across Lot2 and Lot 1. The estimated cost for the storm sewer shown in the updated drawing is $35,240, compared to $29,990 presented at the March 9th public hearing. The City Attorney has drafted the enclosed resolution ordering construction of the project and preparation of final plans and specifications. At the meeting the Council will need to determine ii you are going to pay the total costs for the improvements or not. The resolution allows the Council the option of assessing some costs. Staff did meet subsequent to the March 9th meeting to discuss the drafting of an amendment to the existing assessment policy to address the issue of the City paying full project costs for prioritized backyard drainage projects, per the Engineer's March 18th report, and subject to all necessary easements being acquired at no cost. The amendment has not been finalized and staff is recommending that if the Council so desires, it could proceed to pay full costs on this improvement with the understanding that the assessment policy will be formally adopted /amended in the near future. Residents have been notified regarding the continuation of the Public Hearing. • • • r TO: 2) V Administration: Finance: p' RFA -001 Request for Action Public Hearing Winnetka Backyard Storm Water April 13, 1992 Page -2- Staff recommends approval of a resolution Ordering Construction of Storm Water Drainage Improvement No. 483 and Preparation of Final Plans and Specifications ( Winnetka Avenue Backyard Storm Water Drainage Improvements). RESOLUTION NO. 92 -78 RESOLUTION ORDERING CONSTRUCTION OF STORM WATER DRAINAGE IMPROVEMENT NO. 483 AND PREPARATION OF FINAL PLANS AND SPECIFICATIONS (Winnetka Avenue Backyard Storm Water Drainage Improvement) BE IT RESOLVED by the City Council of the City of New Hope as follows: 1. This Council held a public hearing the 9th day of March, 1992, at 7:00 o'clock p.m. at the City Hall, 4401 Xylon Avenue North, in said City, on proposed Winnetka Avenue Backyard Storm Water Drainage Improvement No. 483 of the City, after notice of said hearing was duly published as required by law in the New Hope - Golden Valley Sun -Post, the official newspaper of the City, on February 26 and March 4, 1992. Said public hearing was continued to the Council meeting of April 13, 1992. 2. The Council has examined and approved the Affidavit pertaining to the mailing of notices of said hearing to the owners of all parcels within the area proposed to be assessed, and has examined and approved the mailing list containing the names and addresses of all such owners; and this Council hereby finds, determines and declares that notice of said hearing was duly mailed the owners of each and all parcels within the area proposed to be assessed in accordance with and as required by law. 3. That all persons desiring to be heard were given an opportunity to be heard thereon, and this Council having considered the views of all persons interested and being fully advised as the pertinent facts, does hereby determine to proceed with the making of said proposed improvement, and said improvement is hereby ordered upon condition that all property owners within the assessment district provide all necessary temporary and permanent easements or rights of entry to complete the project without cost to the City. Further, that all property owners shall waive any claims for compensation against the City for the removal or destruction of any natural or artificial obstructions, including but not limited to, trees, fences or retaining walls, necessary to complete the project. 4. No properties in the proposed assessment district as described in the notice of public hearing shall be assessed to pay the cost of said improvement. 5. Bonestroo, Rosene, Anderlik & Associates, Inc., Engineers for the City, are hereby authorized and directed to proceed with the preparation and making of final plans and specifications for said improvement. Adopted by the City Council this 13th day of April, 1992. Attest: Valerie Leone, City Clerk C Edw. Erickson, Mayor CORRICK LAW OFFICES. PA. i WILLIAM J. CORRICK STEVEN A. SONDRALL, P.A. STEVEN A.SONDRALL MICHAEL R. LAFLEUR MARTIN P. MALECHA WILLIAM C. STRAIT April 15, 1992 COIZMCK & SONDRALL A PARTNERSHIP OF PROFESSIONAL CORPORATIONS LAWYERS Edinburgh Executive Office Plaza 8525 Edinbrook Crossing Suite #203 Brooklyn Park. Minnesota 55443 TELEPHONE (612) 425 -5671 FAX(612)425 -5867 Valerie Leone City Clerk City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 RE: Backyard Drainage Projects No. 482 and 483 Our File Nos: 99.64820 and 99.64830 Dear Valerie: LEGAL A68STANT6 LAVONNE E. KESKE SHARON D. DERBY Please find enclosed amended Resolutions for the Council minutes pertaining to the referenced backyard drainage projects. Instead of deleting paragraph 4, I have amended paragraph 4 to indicate that the properties described in the assessment district shall not be assessed for payment of the improvement costs. Despite the fact the motion was to delete paragraph 4, I think the amendments to paragraph 4 on the revised Resolutions enclosed more accurately reflect the action taken by the City Council. Please contact me if you have any questions. Very truly yours, Steven A. Sondrall s1w Enclosures cc: Daniel J. Donahue (w /enc) / P.S. Also, please send me two certified copies of each corrected Resolution. SAS CORRICK LAW OFFICES, PA. WILLIAMJ, CORRICK STEVEN A. SONDRALL, P.A. STEVEN A.SONDRALL MICHAEL A.LAFLEUR MARTIN P. MALECHA WILLIAM C. STRAIT April 7, 1992 CORMCK & SONDRALL A PARTNERSHIP OF PROFESSIONAL CORPORATIONS IAWYERs Edinburgh Executive Office Plaza 8525 Edinbrook Crossing Suite #203 Brooklyn Park, Minnesota 55443 TELEPHONE (812) 425.5871 FAX(612)425.5887 Kirk McDonald Management Asst. C i t y of New Hope 4401 Xylon Avenue North New Hope, MN 55428 RE: Backyard Drainage Projects Our File Nos. 99.64820 and 99.64830 Dear Kirk: LEGAL ASSISTANTS LAVONNE E. KESKE SHARON 0. DERBY Enclosed are revised Resolutions for consideration by the City Council at its April 13, 1992 meeting for the two backyard drainage projects. The Resolutions order the project and direct the City Engineer to prepare final plans. At the meeting the Council- can determine if they are going to pay the total costs for the improvements. The enclosed Resolutions still allow them the option of assessing some costs. Very truly yours, Steven A. Sondrall s1t Enclosures cc: Daniel J. Donahue (w /enc) Valerie Leone (w /enc) 4401 Xylon Avenue North New Hope. Minnesota 55428 Phone: 531 -5100 FAX 612 531 -5' ?-� ' ' • ' il "f DI 1 IRV ! ' 1 ' 1` 1 i' • • i ! (Winnetka Avenue Backyard Storm Water Drainage Improvement) City of New Hoge, Minnesota Please be advised that the public hearing that was conducted on March 9, 1992, at the New Hope City Hall to consider drainage improvements in the backyards of 4909 - 4941 Winnetka Avenue North was continued until the April 13, 1992, City Council meeting. This notice is a reminder that the hearing will be continued at 7:00 p.m. on April 13th at City Hall, 4401 Xylon Avenue North, and you are invited to attend the meeting and express your opinion in regards to the proposed project. Valerie Leone City Clerk Family Styled City C2 For Family Living 4401 Xylon Avenue North New Hope. Minnesota 55428 Phone: 531 -5100 FAX 6 ki H February 25, 1992 SUBJECT: BACKYARD DRAINAGE IMPROVEMENTS - PROJECT 483 Dear Property Owner: A public hearing has been scheduled by the New Hope City Council for March 9. 1992. at 7:00 o.m. at City Hall, 4401 Xylon Avenue North, to consider drainage improvements in the back yards of 4909 -4941 Winnetka Avenue North Homeowners who have experienced storm water ponding in their backyards have approached the City on numerous occasions to correct /improve the storm water problem. New Hope's policy relative to backyard drainage improvements is that the City will provide the engineering effort required to improve the drainage problem in hopes that the affected homeowners will work together to correct/ improve the drainage problem on their own. An informational meeting was held with the affected homeowners to discuss one proposed improvement. However, additional homeowners expressed similar problems and did not feel the improve- ments as proposed would correct /improve their problem. Therefore, the City Council authorized preparation of a feasibility report to discuss proposed improvements to correct /improve the drainage problems for this area. The proposed improvement is the-construction of storm water drainage system in the backyards of 4909 -4941 Winnetka Avenue North including construction of a 12" storm sewer system to connect to existing catch basin and construction of new catch basins and all other appurtenant works and services reasonably required therefore. The project would also include removal /reconstruction of existing fence and sidewalk, grading overland swales, and installing sod /top soil. The preliminary cost estimate is $29,990. It is proposed that 50% of the project cost be assessed to the benefitted property in the drainage area; the remaining cost will be the responsibility of the City. The estimated assessment for each property is between $208 and $878 (based on square footage). The final assessment amount can be paid off completely at the time of the assessment hearing (fall, 1992) or it can be included on your tax statement and financed over a period of years. The length of time (5 or 10 years) and interest rate will be established by the City Council. The first installment would appear on your tax statement in the spring of 1993. Property owners receiving this notice are included in the assessment oroiect All costs are estimates and will be revised based on final costs. Sincerely Valerie Leone City Clerk Family Styled City For Family Living NOTICE OF PUBLIC HEARING ON PROPOSED STORM WATER DRAINAGE IMPROVEMENT NO. 483 (Winnetka Avenue Backyard Storm Water Drainage Improvement) City of New Hope, Minnesota 1. Notice is hereby given that the City Council of the City of New Hope, Minnesota, will meet on March 9, 1992 at 7:00 o'clock p.m. at the City Hall, 4401 Xy1on Avenue North, in said City for the purpose of holding a public hearing on a proposed improvement as described hereinafter. 2. The general nature of the improvement is the construction of storm water drainage system in the backyards of 4909 - 4941 Winnetka Avenue North including construction of a 12" storm sewer system to connect to existing catch basin and construction of new catch basins 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: Lots 1 through 23, Block 1, Mork Campion Manor 3. The estimated cost of said improvement is $29,990.00. 4. The area proposed to be assessed for the making of said improvement shall include the premises described in paragraph 2 above. 5. All persons interested are invited to appear at said hearing for the purpose of being heard with respect to the making of said improvement. Dated the 10th day of February, 1992. Valerie Leone City Clerk (Published in the New Hope - Golden Valley Sun -Post on the 26th day of February and the 4th day of March, 1992.) Otto G. Bonestroo, P.E. Keith A. Gordon, P.E. James R. Maland, P.E. Rene C. Plumart, A.I.A. Joseph C. Anderlik, P.E. Richard W. Foster, P.E. Kenneth P. Anderson, P. E. Agnes M. Ring, A.I.C.R Marvin L. Sorvala, P.E. Jerry A. Bourdon, P.E. Mark R. Rolfs, PE. Jerry D. Pertzsch, PE, Richard E. Turner, P.E. Mark A Hanson, PE. Thomas E. Angus, RE, Cecilio Olivier, P.E. Glenn R. Cook, P.E. David O. Loskora, P.E. Daniel J. Edgerton, P.E. Gary W. Morien, P.E. Thomas E. Noyes, P.E. Robert C. Russek, A.I.A. Mark A. Seip, P.E. Karen L. Wiemeri, P.E. Robert G. Schunicht, P.E. Howard A. Sanford, P.E. Philip J. Caswell, P.E. Keith R. Yapp, P.E. Susan M. Eberlin, C.P.A. Donald C. Burgardt, P.E. Ismael Martinez, P.E. Michael P. Rau, P.E. Ted K. Field, P.E. Mark D. Wallis, P.E. Charles A. Erickson Michael T. Rautmann, P.E. Thomas R. Anderson, A.I.A. Leo M. Pawelsky Robert R. Pfefferle, PE. Gary F. Rylander, P.E. Harlan M. Olson Thomas W. Peterson, P.E. Miles B. Jensen, PE. Michael C. Lynch, P.E. L. Phillip Gravel III, PE. April 8, 1992 City of New Hope 4401 Xylon Ave. No. New Hope, MN 55428 Attn: Mr. Kirk McDonald Re: 4909 - 4941 Winnetka Avenue Project No. 483 Our File No. 34140 Dear Kirk, At the March 9 public hearing for the above project, it was suggested that the storm sewer alignment to Winnetka Avenue be moved from the lot lines between Lot 5 and 6 to Lots 2 and 3. We have reviewed this alignment in the field and agree that the construction in this location is easier than between Lots 5 and 6. However, additional storm sewer construction is required to connect to the existing storm sewer in Winnetka Avenue. Attached is drawing identifying the new storm sewer alignment. In addition, we have shown additional storm sewer construction across Lot 2 to Lot 1. The estimated cost for the storm sewer per the attached drawing is approximately $35,240 compared to $29,990 presented at the March 9 public hearing. The extent of construction will be reviewed further with the property owners if it's determined the project will proceed. If you have any questions, please feel free to contact me at this office. Yours very truly, BONVSTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. Mark A. Hanson MAH:li Encl. 34140.cor a 100 200 — Scale i feet N 24 il • ;i I Y • < r L y , t i 'z -.. Lu 1 Lj .1 � 4 ` 0w L j! C8 Li 2" PVb ' I r MH Ali U3 LJA 1 / C 8 — N C�,, =►� x° 17 i N.. _ W --� - �-- -- - - -- \ / r n ;d '' F, ;`,r' I , ` ,L / d r y / / ,• R 1 {{Y����..; ` !^ J, (l.� ` \J''` r� �, ` .,�T •... rt 1 1J ; 1 / `�••' YoR. ... ` i < s `w .� r ' i %� ;!•. _�' "tih::�' � 4 '.'• ;~ / .7M�.. �.....' �. I: { .j .,-__.__ " �,. i • , c ; i } r "_.._.._......... __ cr- w — l" J l I 1 •u^'o"+k::.::vwv;.r::.:.�.1n � � uMa.r�:. sw.rw.a .::::.,.; ... - »s..a_•.: .:wews.:/ AVENUE .... :._�N 4909 -4941 WINNETKA AVE. N. 6onestroo Aosene NEW HOPE, MINNESOTA FIGURE 1 Anderlik & Associates BACKYARD DRAINAGE IMPROVEMENTS Enpin~s d Arc K: \34 \34140 \34140R01 MARCH 1992 2335 west Highway 38 COMM. 34140 St. Paul, Winnesota 55113 • - • • • - _ File No. 34140 Eke 1, lipi. I February 4, 1992 Honorable Mayor and Council City of New Hope 4401 Xylon Avenue N. New Hope, MN 55428 On G 3oreu= OF 4rtr • :Q=fl OF u^es Q uaarc >c k^• - .osebn C anoeme aE Rcram •V Dauer pE renrm, o .nCe•son NX,-r : sm", Of ,ery A ftdo n Of Vim R o Qoes E . QK ^am E %rner °E Nark A -arias °E "omas E �rqus >E �•• _ >.�_. _ G .M^ Q CJOe pE Cavd O osxou. OF .are . Eagercor OF Omit E \ores. of QObert C Qussec A 1 Mary A sm of Ur!•• Qooem G krunc r of - owim A sartm. 0 E �^mo , Ciswen of �"C" 7 'dCC '. ii, sir U EbMm _> � �oraa C 3urgaml. oc smaC •namrez. °E 'e > >a_ ea r re•a. 0 E Nark C .4*i pe Care% :• - .. - V<Iae+ ' Uu(r^an^ OF • homas Q 4nalrwm • A 1a N o3w •.. QODe? R or e" of G ars ° RNar OF - arar N • "Cmis .V •emmor P V'" 9 .e^se^ oe M-CM r C _ynVr OF _ > -nap GrriC it OF Re: 4909 - 4941 Winnetka Avenue N. Backyard Drainage Improvements Project No. 483 File No. 34140 Dear Mayor and Council: Enclosed is our report for backyard drainage improvements in the backyards of 4909 - 494 1 Winnetka Avenue North. This report discusses the proposed drainage improvements any presents a preliminary cost estimate and preliminary assessment roll. We would be pleased to meet with the Council and other interested parties at a mutua!,� convenient time to discuss any aspect of this report. Yours very truly, U Mw E, I hereby certify that this report was prepared t� me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. R. . . Ha Mark Date: ' • N o . 14260 .T1'N.rpt 2335 ~ Highway 36 • St. Paul, Minnesota 55113 • 612.63 SCOP This project provides for drainage improvements in the back yards of 4909 -4941 Winnetka Avenue North. 'this area was developed in the late 1950's and early 1960's. The storm water runoff from this area is intended to drain overland north and south along the back lot lines to the common lot lines between Lots 3 and 4 and Lots 7 and 8. At each of these lot lines the runoff is to drain overland easterly to Winnetka Avenue. However, due to the flat elevations that exist in the backyards of Lots 3 -7 and the inadequate grade that exists in the drainage swales between the homes abutting Winnetka Avenue, storm water ponding does occur in the backyards during most rainfall events. In addition, due to the reconstruction of Winnetka Avenue in 1972, the elevation of the sidewalk does compromise the overland drainage from the backyards to Winuc;tka Avenue. The homeowners who have experienced storm water ponding in their backyards have approached the City on numerous occasions to correct /improve the storm water problem. New Hope's policy relative to backyard drainage improvements is that the City will provide the engineering effort to improve the drainage problem in hopes that the effected homeowners will work together to correct /improve the drainage problem on their own. An informational meeting was held with the effected homeowners to discuss one proposed improvement. However, additional homeowners expressed similar problems and didn't feel the improvements as proposed would correct /improve their problem. Therefore, the Citti Council ordered the preparation of a feasibility report to discuss proposed improvements which would correct /improve the drainage problems for this area. 34140.rpt 1 F ASIBIL11Y AND RECOMMENDATION This report is feasible form an engineering standpoint and is in accordance with standards for conveying storm water in the City of New Hope. The project, as outlined herein, can be constructed under of a single contract or combined with a similar type project. It's recommended the project be constructed provided all easements can be acquired at no cost. DISCUSSION Storm water drainage for this area is identified in Figure No. 1 and is intended to drain overland between the homes abutting Winnetka Avenue as previously discussed. Storm sewer exists in Winnetka Avenue which is also shown on Figure No. 1. At the informational meeting it was proposed to construct a 12" storm sewer system along the common lot line between Lots 5 and 6. A catch basin was to be constructed in the backyards between Lots 5 and 6 and collect storm water runoff from the immediate area. The proposed storm sewer is to connect to the existing catch basin in Winnetka Avenue as shown on Figure No. 1. It was also-- to grade overland drainage swales north and south from the new catch basin to properly convey storm water runoff to the new catch basin. However, the new grades for the drainage Swale across Lots 4, 5, and 6 resulted in significant grade changes, complicating the use of each backyard. In addition, the effected homeowners were not confident that the overland drainage swales would be properly constructed to convey storm water runoff in accordance with engineering standards. Therefore, it's also proposed to extend a 12" storm sewer north and south from the new catch basin located between Lot 5 and 6 as shown on Figure No. 1. Catch basins are to be located in Lot 3 and 7 to collect storm water runoff from the immediate area. 34140.rpt 2 A 10' wide utility and drainage easement does exist along the back lot line and between Lots 3 and 4 and Lots 7 and 8 to Winnetka Avenue. The existing easement is adequate to construct the proposed storm sewer. However, to minimize tree removal and follow the existing drainage Swale, it's not recommended the proposed storm sewer be constructed within the existing easement. Therefore, drainage and utility easements will be required across Lots 3, 4, 5, 6, and 7 and temporary construction easements to accommodate the proposed storm sewer construction. COST ESTIMATE A detailed cost estimate is presented in Appendix A located at the back of this report. The total estimated project cost is $29,990 which includes 5% contingencies and 25% for legal, engineering, administration and bond interest. The total estimated project cost does not include cost for easement acquisition. AREA TO BE INCLUDED The area to be included for assessment purposes is presented on Figure No. 1 and listed below: • W.4FMt � • t 4, Lots 1.23 Block 1 34140.rpt 3 Aa.SE5SMFM Assessments are proposed to be assessed to the benefitted property. It's proposed that 50% of the project cost be assessed to the benefitted property in the drainage area. The remaining cost will be the responsibility of the City. It's proposed the benefitted property be assessed on an area basis. However, the maximum area proposed to be assessed to a given parcel is 8,000 sq. ft. A preliminary assessment roll is presented in Appendix B located at the back of this report. The estimated assessment for each property is between $208 and $878. The average assessment per lot is $652. The homeowner has the option to pay off the assessment at the time of the assessment hearing or include the assessment as part of their property tax statement. If the homeowner elects to include the assessment as part of their property tax statement, the cost will be spread over a period of time and at an interest rate determined by the City Council. It's suggested, because the assessment is small that it be spread over a period of time between 5 and 10 years. $EVENUE SOURCE Revenue sources to cover the cost of the project are summarized below: Storm Sewer $29,990 Lateral Asseument $ 14,995 TOTAL $29,990 $14,995 S- 14,995 4 The estimated project deficit is $14,995 which will be the responsibility of the City of 34140.rpt 4 PROJECT SCI- JEDULC Present Feasibility Report Public f fearing Approve Plans & Specifications Begin Construction Complete Construction Assessment Hearing February 10, 1992 March 9, 1992 April 13, 1992 May 1, 1992 June 1992 September 1992 34140.rpt 5 APPENDIX A PRELIMINARY COST ESTIMATE 4909 -4941 WINNETKA AVENUE NORTH BACKYARD DRAINAGE IMPROVEMENTS CITY PROJECT NO. 483 Lump Sum Mobilization @ $1,000/LS $ 1,000 450 L.P. 12" PVC storm sewer @ $30.00 /L.F. 13,500 1 Each Std M I I w /casting a $1,200.00/EA. 1,200 3 Each Std Cl3MII w /casting L $1,000.00 /EA. 3,000 1 Each Connect to existing CB @ $700.00/EA. 700 Lump Sum Remove & reconstruct existing fence 200 150 Sq. Ft. Remove & reconstruct existing sidewalk @ $2.00 /SQ. Fr. 300 900 Sq. Yd. Sots w /3" top soil @ $2.50/Sq. Yd. 2,250 Lump Sum Grade overland drainagc swine @ $700.00/1-S 700 TOTAL $22,850 + 5% Contingencies 1.140 $23,990 + 25% Legal Engineering, Administration, Bond Interest 6 it Q $29,990 34 W.rpt 6 APPENDIX B 4909 -4941 WINNETKA AVENUE NORTH 0 CITY PROJECT NO. 483 PARCEL ASSESSABLE COST/SQ. FT. TOTAL DESCRIPTION AREA (SQI Ft.l A S FESSME`rT hdark Ch am on Manor Lot 1 6900 $0.110 $ 757 Lot 2 6100 0.110 669 Lot 3 5500 0.110 603 Lot 4 5100 0.110 559 Lot 5 5200 0.110 570 Lot 6 5300 0.110 581 Lot 7 5400 0.110 592 Lot 8 1900 0.110 208 Lot 9 5800' 0.110 636 Lot 10 5800 0.110 636 Lot 11 5600 0.110 614 Lot 12 2804 0.110 307 Lot 13 5400 0.110 592 Lot 14 3100 0.110 340 Lot 15 8000 0.110 878 Lot 16 8000 0.110 878 Lot 17 8000 0.110 878 Lot 18 8000 0.110 878 Lot 19 2800 0.110 307 Lot 20 8000 0.110 878 8000 0.110 878 - Jxt21 8000 0.110 878 Lot 23 _$ 0.110 878 TOTAL 136,700 Sq. Ft. 14,995 34140.rpt 7 1uu Scale in feet I ASSES AREA S 22 '23 i ;2 1 1 " 02 20 t N 3 A I ,CBMH 'M 18 ; f A# z m f *17 1 LAJ 2 Ln P4 5 1 2 -PVC S " 16 6 6 1 3: 15 /iti 1 , � f I r : \ o � , r, ...�, � 1 � AWL CE3MH I in 7 12 401 77 W. W"; a Wdo 8 s 49th 4909-4941 WINNETKA AVE. N. Sonestroo Rosene Andertik & NEW HOPE, MINNESOTA FIGURE 1 Associates BACKYARD DRAINAGE II-41PROVEMENTS EngNwairy 4 Archtfocis 2335 West Highway 36 K:\34\34140\34140R01 JANUAR( 1992 COMM. 34140 St. lWaIA, mIm"09014 55113 Otto G 8onestmo, PE Bonestroo Marvin L Sorvaa, Rosene n b E Turner PE ® Gen s Cook. s. PE Anderiik & Bobe Thomas E ! manic n t, r, G ScnurnCt. 'E Susan M Eberhn CPA Associates Engineers & Architects To: City of New Hope Attention:City Council/Staff From: Mark Hanson, City Engineer Date: March 18, 1992 Kekn A Gordon 'E Ricnam W Posrer. PE Jetty A Bourdon. PE Mark A HdnSor PE Cav 0 Loskora. PE. Robert C Russek. A I A `+oward A Sanford. PE Conald C 8urgarm PE Ted K G PE. Micnael T Raurmarr 'E Robes R Pfeffe ^e, PE T ^omas W Pe'e'sor 'E Mviael C :yncri PE ,lames R Mdlard °E Re ^e - o , Kennetn P Anderson PE Agres S+ � > Mark R Rotls. PE Thomas E Angus. PE Cec +�c Olive' Carne! ; Eoge. ^,on OE :,ary v More '= Mark .A Sem. PE <are^ ,L a —e, o. P ^ o J Caswell PE Kear R °aoo, ac arse! Marlrez PE M,c^ae, ? aa,. 'E Mark J Wallts. OE ^ 'arleS A "Cmas R Arce'scn A : A -Co M 'awe -sky Gary F Ry!arde' 'E —anan M Oisor Wes 8 jenser °E -NI,o Gravei o oc Re: Storm Sewer Assessment Policy - Backyard Drainage Problems 8836 -9024 47 Avenue - City Project No. 482 4909 -4941 Winnetka Avenue - City Project No. 483 Our File No. 34 -gen, 34139, 34140 BACKGROUND The City of New Hope conducted a public hearing for the above projects on March 9, 1992. Each project provides for storm sewer /grading improvements in backyards to correct /improve the existing drainage. The cost for the project is proposed to be assessed on an area basis to the benefitting property based on 50% of the project cost. The remaining 50% is to be financed by the City. The estimated assessment to each parcel is $300 - $800 /parcel dependent on its area. The residents included in Project 482 were not in agreement that the improvement was justified while the residents included in Project 483 seemed to be more supportive of the improvement. For both projects nearly all the residents objected. to the method of assessment and the amount. BACKYARD DRAINAGE PROBLEMS, WHY DO THEY EXIST The word problem means different things to different people. Therefore, drainage problems are perceived differently by different people. Drainage problems exist based on one or more of the following reasons: The grading plan prepared by the developer and his engineer when the land was developed did not properly address the drainage routes in accordance with engineering standards. 34gen.cor 1 2 335 West Highway 36 • St. Paul, Minnesota 55113 • 612 - 636-4600 The grading plan properly addressed the drainage routes. However, the developer's grading contractor and builder did not properly grade /construct the drainage routes in accordance with the plan. The City, through its review process /inspection, did not properly review the drainage routes and enforce the proper construction. It should be noted however, standards placed on developers is more restrictive now than it was 10 -20 years ago. In addition, it's easier to enforce proper construction based on today's requirements for letter of credits /developers agreements. Although the drainage routes may have proper elevation /grade in some cases they are expected to convey to much storm water for too long a distance based on accepted standards. As society becomes more sophisticated property owners tolerate less. A homeowner without City approval may have filled or blocked the drainage routes not knowing the implications /procedures to follow. Property owners typically don't communicate well with each other. They typically don't agree how a drainage problem should be corrected. They typically don't agree who/what caused the problem and who should pay to correct the problem. Therefore, the drainage problem is typically not corrected /improved when it's left in the hands of a property owner or a group of property owners to resolve. In summary, drainage problems typically aren't caused by the property owner's who experience the problem. The property owner is a victim of circumstances beyond his control and finds it difficult to resolve the problem based on the process he must work within. PRESENT POLICY The City presently provides engineering services to assist property owners to correct /improve drainage problems. If the property owners are unable to resolve the problem, they may petition the City to correct /improve the problem. A feasibility report is prepared and an assessment area is defined. In the past 70% of the project cost was assessed to the benefitted drainage area while 30% was financed by the City if it's determined to be a local existing problem. In some cases new developments pay for 100% of the project cost, if the City and adjacent properties clearly don't benefit from the improvement. Project 482 and 483, it was determined 50% of the project cost would be assessed. In the case of recent street projects since 1980 many storm sewer extensions have been constructed as part of the street improvement. The storm sewer costs have not been assessed while 100% of the street improvement have been assessed. The drainage area tributary to the new storm sewer extensions is not the same area benefitting from the street improvement. Therefore, if both street and storm sewer are to be assessed, an assessment 34gen.cor 2 area must be developed for both street and storm sewer. As a result, a property may be assessed for street only, storm sewer only, or both. It's typically easier to prove benefit for a street improvement than storm sewer improvement. Therefore, it's better not to complicate the street improvement project by assessing storm sewer. Storm sewer improvements are extremely important to the success and longevity of a project. However, it's difficult for the public to accept the benefit of storm sewer. Sanitary sewers, water mains, and streets are used on a daily basis, therefore, their value is easily accepted. Storm sewers are only required when it rains, snow melt, or drain the subgrade soil. ADVANTAGE OF PRESENT POLICY The advantage of the present policy based on storm sewer /drainage improvements proposed to be assessed is that the improvement must be reviewed and accepted by all of the benefitted property. The benefitted property is expected to pay, therefore, the improvement must be accepted by all the benefitted property before it's constructed. The public process is not abused. Relative to storm sewer extensions for street improvement which are not assessed, the advantage is that the public hearing for assessing streets is not complicated by assessing storm sewer. DISADVANTAGE OF PRESENT POLICY The disadvantage in assessing storm sewer /drainage improvements in backgrounds is typically the required drainage improvements are never constructed. Typically only a few benefit by the improvement while many contribute to the problem. How can my property benefit if I don't have a problem? Legally this can be proven, however, it's typically not accepted by the public and in some cases the legal profession itself. In addition, if property owners with good intentions are unable to make the improvements they deserve due to lack of acceptance, they become frustrated. As a result, other improvements may be neglected and the owner elects to move on. Therefore, the property continues to change hands and likely decreases in value each time it changes hands while also impacting the value of adjacent properties. In addition, the administrative cost to assemble an assessment project is costly and very inefficient especially if the benefit must be proven. As previously suggested, typically property owners don't cause the problem but are a victim of the problem. 34gen.cor 3 SUGGESTED POLICY CHANGES If the City is considering revising it's policy for backyard drainage improvements and not assessing these improvements (or minimal assessments), its new policy must not allow the public to abuse the system. Listed below is a suggested procedure /policy statement which could be followed for backyard drainage improvements: The City will provide engineering services to encourage property owners to correct /improve backyard drainage improvements between themselves. In the event a property owner or owners are unable to correct /improve a backyard drainage problem between themselves, they may request in writing to the City Manager that the City investigate their problem to determine if it's eligible for City assistance. The City Engineer and staff will review the backyard drainage problem to determine why the problem exists and who caused the problem. A backyard drainage problem exists because the grades and elevations don't conform to acceptable engineering standards. In addition, many drainage routes are expected to convey too much storm water overland for to long a distance. Therefore, the size of the drainage area may warrant storm sewer improvements. Ground water seepage into basements due to ground water movement or poor grading around a home's foundation does not constitute a backyard drainage problem. If the City Engineer and staff recommend a backyard drainage improvement is eligible for City assistance, all effected property owners must agree to the proposed improvement. Easements will be prepared by the City and all effected property owners must grant each easement at no cost to the City. Private amenities such as retaining walls, trees, fences, shrubs, gardens, etc. must be protected or removed by each owner. The proposed improvements will be constructed in accordance with the City Engineer. The proposed improvements will be financed by the Storm Sewer Utility Fund. Due to limited funding and resources, the City will rank each improvement based on need compared to other projects, the date requested, and available funding. The City will not search out backyard drainage improvements but react to improvements as they're presented. If the City Engineer and staff recommend a backyard drainage improvement is not eligible for City assistance, the property owner /owners may appeal in writing to the City Manager and Council. 34gen.cor 4 ESTIMATED COST FOR NEW POLICY If the City proceeds to correct /improve backyard drainage problems at City expense, additional costs will be incurred. In the last 2 -4 years, it's estimated 10 to 20 such improvements may be eligible for City assistance. The estimated cost for each improvement will vary between $5,000 - $25,000. It's estimated the City could experience an additional $250,000 for this program. Presently the City receives approximately $160,000/year through the Storm Sewer Utility Fund. These funds are designated to storm sewer maintenance, topographic mapping, and the preparation of the local storm sewer plan in accordance with Minnesota Laws of 1982, Chapter 509. Residents pay $15.00/year to the Storm Sewer Utility Fund. Therefore, the City can either extend the program over a period of time as funds become available or increase the rate to generate more funds. The City may want to consider budgeting a certain amount of funds to these types of improvements each year. 34gen.cor 5 N COUNCIL Originating Department City Manager Kirk McDonald By: Management Assistant am Approved for Agenda 8 -10 -92 Agenda Section Planning and Development Item No. 8.3 RESOLUTION AWARDING CONTRACT FOR THE CONSTRUCTION OF STORM WATER DRAINAGE IMPROVEMENTS NOS. 482, 483 AND RETAINING WALL PROJECTS These projects were tabled at the July 27th Council meeting, pending acquisition of all necessary easements for the two major projects and further clarification of the two minor projects. All four projects were bid as one contract, therefore have been consolidated into one resolution. The four projects include: Low Bid 1) Backyard Storm Water Drainage Improvement No. 482 (47 1/2 Avenue North) $19,585 2) Backyard Storm Water Drainage Improvement No. 483 (Winnetka Avenue North) $28,312 3) Meadow Lake Storm Sewer Repair $ 1,310 4) Bass Creek Retaining Wall Construction 3,390 Total $52,498 Low bid on the four projects is Sunram Construction Company with a total bid of $52,498 and the City Engineer is recommending awarding the bid to the low bidder. The bid costs for project #482, in the amount of $19,585, are 8.6% lower than the costs presented at the public hearing. All easements should be finalized by the August 10th meeting and the City Engineer will be present to discuss the project. • • SECOND Em Review: Administration: Finance: •1 1 RFA - Construction Contract Page 2 8 -10 -92 The purpose of the project is to provide an outlet for storm water that collects in backyards after rainfall events and would impact properties between 8912 and 9024 47 1/2 Avenue North, 8941 and 9017 48th Avenue North, and 4750/4770 Flag Avenue North. The project involves constructing approximately 325 lineal feet of 12 -inch storm sewer pipe along the rear property lines, installation of catch basins and the grading. As part of the new backyard drainage improvements policy, the Council agreed to pay 100% of the project cost subject to all necessary easements being acquired at no cost. The low bid costs for Project #483, in the amount of $28,312, are 17.6% higher than costs presented at the public hearing. The higher costs are the result of a change in alignments for the proposed storm sewer resulting in additional pipe and the open- cutting of Winnetka Avenue. An alternative alignment was included in the bid to facilitate construction if one potentially difficult easement is not obtained. The alternate alignment may reduce the cost of the project. The purpose of the project is to provide an outlet for storm water ponding that occurs in the backyards of properties located between 4909 and 4941 Winnetka Avenue North during most rainfall events. The project involves extending a 12" storm sewer system from Winnetka Avenue along a common lot line between Lots 2 and 3, extending the storm sewer north and south through the backyards, and installation of catch basins and the grading of overland swales. As part of the new backyard drainage improvements policy, the Council agreed to pay 100% of the project cost subject to all necessary easements being acquired at no cost. If there is a problem in acquiring an easement from the property owner on Lot 2, the plan will be modified so that the storm sewer runs between Lots 3 and 4. The Engineer is recommending including two minor repair projects in the contract. One of these is the repair of a storm sewer pipe that discharges into Meadow Lake. Several pipe joints have separated causing the yard to cave in and the project would involve removing /relaying three pipe sections, tie bar and bolting them together, and restoration with sod and rip rap. Low bid on the work is $1,310. The other minor project is the construction of a retaining wall on Bass Creek. A 36 inch storm sewer pipe discharges into the creek at this point and the flow of the creek has caused the embankment to erode behind the outlet structure. The project would involve building a retaining wall at the outlet structure and low bid on the work is $3,390. The Engineer will be present at the meeting to answer questions in regards to all four projects. RESOLUTION NO 92- 144 RESOLUTION AWARDING CONTRACT FOR THE CONSTRUCTION OF STORM WATER DRAINAGE IMPROVEMENT NOS. 402, 483 AND RETAINING WALL PROJECTS BE IT RESOLVED by the City Council of the City of New Hope as follows: 1. That bids for the construction of Storm Water Drainage Improvement Nos. 482 and 483 and the East Meadow Lake Road and Bass Creek Retaining Wall Projects were duly opened at the New Hope City Hall, 4401 XyloD Avenue North, at 11:30 o'clock a.m. on the 22nd day of July, 1992, 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 24th day of June, 1982, and in The Construction Bulletin on the 201h day of June, 1982, and 3rd day of July, 1992. 3' It is hereby found and determined by this Council that the bid of Sunram Construction Company for the construction of said project in the amount of $52,488.00 is the lowest responsible bid submitted for the construction of said improvements; that 8Vnastroo, Roaene Anderlik & Associates, Inc., Engineers for the City, have recommended 10 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 on improvement contract for the construction of said improvements in the name of the City with the lowest responsible bidder, subject to the said contractor furnishing m public contractor's surety bond, conditioned as required by law. Adopted by the Council this 10th day of August, 1382. CNr � Edw. J4 tri ckson, Mayor Attest: — xm1,L Valerie Leone, 'City Clerk CORRICK LAW OFFICES, PA, WILLIAM J. CORRICK STEVEN A. SONDRALL, P.A. STEVEN A.SONDRALL MICHAEL R. LAFLEUR MARTIN P. MALECHA WILLIAM C. STRAIT August 5, 1992 r. Kirk McDonald Management Assistant City of New Hope 4401 Avylon Avenue North New Hope, MN 55428 CORMCK & SONDRALL A PARTNERSHIP OF PROFESSIONAL CORPORATIONS LAwyms Edinburgh Executive Office Plaza 8525 Edinbrook Crossing Suite #203 Brooklyn Park, Minnesota 55443 TELEPHONE (612) 425-6671 FAX (612) 425-5867 LEGAL ASSSTANTS LAVONNE E. KESKE SHARON D. DERBY RE: Backyard Drainage - j'nprovement* Prof ects No. 482 and 483 cc: Dan i e I J. Donahue (w/ern -- Valerie Leone (w/enc THIS COPY FOR Bones troo Otto G. 30restroo. PE. Rooert W (1 rte. wl Ardel" k , PE ;osepn C �rden�. PE Rosene ar E T urner. PE E. T urner. PE M Q Glenn R C ook PE coK M K A ! derli « iates AssocAssoc T ienn inomas E Noyes. PE. Rooert G Scnuncnt. PE Susan M Ebenin. CPA 47 48th Avenue Sernor Consu¢ ant Engineers & Architects July 23, 1992 Mr. Dan Donahue City of New Hope 4401 Xylon Avenue No. New Hope, MN 55428 Re: Backyard Drain a provements City Project N . 482 nd 483 Our File No. 34 Dear Dan: Howard A Sanford, PE- Ke!tn A Gordon. PE Rooert R P*etlene, PE Rcnard W Poster. PE. David O. Loskota, PE. Rooert C. Russek. A I A. Jerry A 3ourdon. PE Mark A Hanson. PE. Michael i Rautmann, PE. Ted K P�eid, PE. Thomas R Arderson. A I A Donald C. 3urgardr, PE. Thomas E Angus, PE. Gary F Rylarder 'E smael Mamrez. PE Mlcnael P Rau. PE Agnes M Ring, A I C P Thomas W Pererscn, PE, Michael C. lyncn. PE James R /vMaldnd. PE. Jerry 0. Permch, PE. Kenneth P Anderson, PE Mark R Rah. PE. Mark A Seep, PE Gary W Morien, PE. Dan J. Eoge ton. PE Y es P ^�:.o Grave Karen :_ Al e—e•. P Odd Paste! 'E Kern R T aco, PE Shawn D Gus;arscr Ceano Gro -el PE C-aries A El �!o M Pawe'sKy , +arlan M C�scn tames P Erge-arr_r Bids were taken for the 1992 Backyard Drainage Improvements project on July 22, 1992. The low bid of the four received was for $52,498 from Sunram Construction Co. of Maple Grove. The project as bid includes four parts: 4909 -4941 Winnetka Avenue, 47 and 48th Avenue, East Meadow Lake Road, and Bass Creek retaining wall. The engineer's estimate for the project was $51,335. The table below presents the costs from the preliminary report, the engineer's estimate, and the low bid. The table also shows the percent difference between the preliminary report costs and the low bid costs. * Does not include bid costs for E. Meadow Lake Road and Bass Creek Retaining Wall. Page 1. 2335 West Highway 36 a St. Paul, Minnesota 55113 a 612 - 636 -4600 Preliminary % Diff.be Report Eng. Est. Low Bid Report & Bid 47 48th Avenue (Proj. 482) $21,420 $18,500 $19,585 -8.6 4909 -4941 Winnetka (Proj. 483) 23,990 27,600 28,312 +17.6 E. Meadow Lake Rd. N/A 1,500 1,310 - -- Bass Creek Retaining Wall N/A 3.735 3 390 - - TOTALS $45,410 $51,335 $52 + 5.2* * Does not include bid costs for E. Meadow Lake Road and Bass Creek Retaining Wall. Page 1. 2335 West Highway 36 a St. Paul, Minnesota 55113 a 612 - 636 -4600 The bid costs are 8.6% lower than the costs presented at the public hearing for 47 1 /2 and 48th Avenue (Project No. 482). The bid costs for 4909 -4941 Winnetka (Project No. 483) are 17.6% higher than the costs presented at the public hearing. The higher costs for project 483 are the result of a change in alignment for the proposed storm sewer resulting in additional pipe and the open- cutting of Winnetka Avenue. Easements for the proposed projects are presently being obtained from the effected property owners. No problems are anticipated with the acquisition of most easements. An alternative alignment was included in the bid for Project 483 (4909 -4941 Winnetka) to facilitate construction if one potentially difficult easement is not obtained. We recommend that the 1992 Backyard Drainage Improvements project be awarded to Sunram Construction Company for the base bid amount of $52,498. Please contact me at this office if you have any questions. Sincerely, BO STR O, SENE, ANDERLIK & ASSOCIATES, INC. -NE Mark A. Hanson Page 2. 34140.cor � J Sonestroo Nosene " ° Anderttk a / swdatet Project Name Backyard Drainage Improvements Project No. 483 File No. 34140 Bid Opening 11:30 a.m., C.D.S.T., Wednesday, July 22, 1992 Owner New Hope, MN IL F" " Imo to Part I - 49094941 Winnetka Avenue BID TABULATION Tabulation of Four Uw Bids of Four Received Bid No. 1 Bid No. 2 Sunram Landscaping Penn Contracting Inc. Unit Unit Unit Qty ice T otal E 1 Clear and grub as directed LS 2 Saw cut concrete or bituminous LF 3 Remove existing concrete walk, curb, 1,200.00 driveway or street SF 4 Remove existing bituminous SF 5 6" thick cone. walk or driveway SF Bid No. 3 Dave Perkins Cont. Inc Unit T otal Price Tota Unit Eft ota 1 300.00 300.00 400.00 400.00 1,200.00 1,200.00 500.00 500.00 155 9.00 1,395.00 3.10 480.50 6.00 930.00 5.00 775.00 900 2.10 1,890.00 2.00 1,800.00 1.00 900.00 1.50 1,350.00 190 1.00 190.00 1.75 332.50 1.00 190.00 1.00 190.00 140 2.50 350.00 3.30 462.00 5.50 770.00 4.00 560.00 I hereby certify that this is an exact reprodu 'on of ed. Mark A anon, P. Reg. No. t4260 Bid No. 4 Ford Const. Co., Inc. Bid No. 5 Unit EEbM hw BT -1 Imo lem 6 8" thick concrete pavement (includes curb and gutter) 7 12" perforated drainage pipe with aggregate and geotextile 8 12" PVC, SDR 35 9 24" dia. yard drain wlcstg. 10 Std. 4' dia. MH w /cstg. (MH -101) 11 Finish shaping for drainage 12 Sod (Highland type) W3" topsoil 13 Traffic control Bid No. t Bid No. 2 Bid No. 3 Bid No. 4 Bid No. 5 Sunram Landscaping Penn Contracting Dave Perkins Cont. Ford Const. Co., Inc. 40.00 I nc. Inc. 50 Unit Unit Unit Unit Unit U„ nit Qty rim Total Price Total Price o ai ELLU Total rji% Totei SF 760 3.80 2,888.00 5.50 4,180.00 6.00 4,560.00 8.00 6,080.00 LF 425 27.00 ; 11,475.00 28.30 12,027.50 25.00 10,625.00 40.00 17,000.00 LF 50 20.00 1,000.00 21.10 1,055.00 20.00 1,000.00 38.00 1,900.00 EA 5 700.00 3,500.00 650.00 3,250.00 950.00 4,750.00 625.00 3,125.00 EA 1 1,500.00 1,500.00 1,150.00 1,150.00 1,200.00 1,200.00 1,250.00 1,250.00 LS 1 800.00 800.00 500.00 500.00 1,200.00 1,200.00 500.00 500.00 SY 700 2.75 1,925.00 3.30 2,310.00 2.50 1,750.00 3.60 2,520.00 LS 1 1,000.00 1,000.00 650.00 650.00 1,200.00 1,200.00 500.00 500.00 Total Part i - 4909 -4941 Wianetka Ave. $28,213.00 $28,597.50 $30,275.00 $36,250.00 BT -2 N o. Itern Part 2 - 47 -IR Avenue & 48th Avenue Bid No. 1 Bid No. 2 Sunram Landscaping Penn Contracting Inc. Unit Unit un Qft Price Total ErIce Total Bid No. 3 Bid No. 4 Dave Perkins Cont. Ford Const. Co., Inc. Inc. Unit Unit ce Total Price Total Bid No. 5 Unit Pr ice 1'2W 14 Clear and grub as directed LS 1 600.00 600.00 300.00 300.00 1,200.00 1,200.00 500.00 500.00 15 12" perforated drainage pipe with aggregate and geoteartile LF 490 27.00 13,230.00 28.30 13,867.00 25.00 12,250.00 40.00 19,600.00 16 24" dia. yard drain w /cstg. EA 3 700.00 2,100.00 650.00 1,950.00 950.00 2,850.00 625.00 1,875.00 17 Reconstruct c7dsting catch basin I S 1 400.00 400.00 250.00 250.00 800.00 800.00 350.00 350.00 18 Finish shaping for drainage LS 1 1,000.00 1,000.00 500.00 500.00 1,200.00 1,200.00 500.00 500.00 19 Sod (Highland type) with 3" topsoil SY 820 2.75 2,255.00 3.30 2,706.00 2-50 2,050.00 3.60 2,952.00 Total Part 2 - 47 -1I2 Ave. & 48th Ave. $19,585.00 $19,573.00 $20,350.00 $25,777.00 Part 3 - East Meadow Lake Road 20 Remove & reconstruct 15" RCP storm sewer including apron LF 30 20.00 600.00 37.50 1,125.00 50.00 1,500.00 40.00 1,200.00 BT -3 Bid No. 1 Bid No. 2 Bid No. 3 Bid No. 4 Bid No. 5 Sunram Landscaping Penn Contracting Dave Perkins Cont. Ford Const. Co., Inc. 45 10.00 Inc. Inc. 148.50 3.00 Unit Unit Unit Unit Unit 'moo. Item Unit Qy Price Total Price Total Price Total Price Total Price Total 21 Class 2 riprap in place CY 22 Sod (Highland type) with 3" topsoil SY 4 65.00 260.00 62.00 248.00 100.00 400.00 100.00 400.00 45 10.00 450.00 3.30 148.50 3.00 135.00 3.60 162.00 Total Part 3 - Fast Meadow Lake Road Part 4 - Bass Creek Retaining Wall 23 Salvage & reinstall cyclone fence LF 24 Clear and grub as directed LS 25 Modular block retaining wall SF 26 Common borrow for leveling behind 100.00 425.00 wall (LV) CY 27 Sod (Highland Type) w!3" topsoil SY $1,310.00 $1,521.50 $2,035.00 $1,76100 50 10.00 500.00 5.00 250.00 10.00 500.00 8.00 400.00 1 100.00 100.00 425.00 425.00 1,500.00 1,500.00 500.00 500.00 150 15.00 2,250.00 15.00 2,250.00 16.00 2,400.00 15.00 2,250.00 12 20.00 240.00 18.40 220.80 20.00 240.00 30 10.00 300.00 3.30 99.00 3.00 90.00 8.00 96.00 3.60 108.00 Total Pan 4 - Bass Cheek Retaining Wall $3,390.00 $3,244.80 $4,730.00 $3,354.00 BTA Imo. Item Unit Qty Bid No. I Bid No. 2 Sunram Landscaping Penn Contracting Inc. Unit Unit P rice Total Price Total Bid No. 3 Bid No. 4 Dave Perkins Cont. Ford Const. Co., Inc. Inc. Total Pan 2 - 47 -1/2 Ave. & 48th Ave. Unit Unit P rice Total ce Total Bid No. 5 Unit ric 12W Total Pan I - 49094941 Winnetka Avenue 28,213.00 28,597.50 30,275.00 36,250.00 Total Pan 2 - 47 -1/2 Ave. & 48th Ave. 19,585.00 19,573.00 20,350.00 25,777.00 Total Pan 3 - East Meadow Lake Road 1,310.00 1,521.50 2,035.00 1,762.00 Total Part 4 - Bass Creek Retaining Wall 3,390.00 3,244.80 4,730.00 3,354.00 TOTAL BASE BID $52,498.00 $52,936.80 $57,390.00 $67,143.00 11T -5 Bid No. 1 Bid No. 2 Bid No. 3 Bid No. 4 Bid No. 5 Bid Bond, Five Percent Five Percent Five Percent Five Percent Ccrt. check, Cash deposit Fun► Sunram Landscaping Penn Contracting, Inc. Dave Perkins Contracting Ford Construction Co. Inc. Inc. BY Lee Sunram Dean Luxenburg Dave P. Perkins Lance R. Ford Title Owner President President President Address 7675 Troy Lane 1697 Peltier Lake Drive 15775 Juniper Ridge Dr. P.O. Box 667 CuY, State, Maple Grove, MN Centerville, MN Anoka, MN Excelsior, MN Zip Code 55311 55038 55303 55331 -0667 Telephone 420 -2140 None Given 427 -0109 470 -%13 Fax No. 494 -3951 None Given 427 -3806 470 -%31 irr-a ADVERTISEMENT FOR BIDS Sealed bids will be received by the City of New Hope, Minnesota in the City Hall at 4401 Xylon Avenue until 11:30 A.M., C.D.S.T., on Wednesday, July 22, 1992, 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: Backyard Drainage Improvements City Project No. 482 - 8836 -9024 - 47 1 /2 Avenue North City Project No. 483 - 4909 -4941 Winnetka Avenue North 800 LF 12" Drain Tile 80 SY Concrete Patch ( Winnetka Avenue) 1,500 SY Sod With miscellaneous manholes, catch basins, and restoration. 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 West 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 right to retain the deposits of the three lowest bidders for a period not 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 deposit of $25.00. See "Information to Bidders" for plan /specification deposit refund 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 34140 -TE IKOWTU'rie,kil A o .......... "I 0 0 '1 1 ` •1 ` , 1 1 1 11, 1 1 i 1 I , I W 1 > a s I N n ( 1 1 4° c h 0 a i i I i o 0 0 C b M(L -CC -cc MIP Y b u n W c j U U. 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IZ Ln 90'669 ZL'662 09+C N I LZ'0 L 4L*006 '0 I .— co V) OZ Q'J L Q 0 cL L) �, o C5 ol;+Iv cr- w CL 0 X w Z'0-0 a a. 2L*669 20'006 a 00+ 1 79' 6��'O—:) X 4'66 8 Z2*662 + cc o 90'669 ZL'662 09+C 0 00 1 LL'0-0 06'969 L9*669 00 0 03 1 1'968 00 gt*669 Lt"668 00+C Li 000-0 04'668 010 < GL+Z o LJ CL 9 1'0 -0 9L*669 0C'669 z a. 09+Z 2Z 0-0 06'262 8 1'868 qz+z 8 4'0 -0 59'868 1'668 oo+z r. C 02'0 44'868 4Z'668 ° 19'568 9L+ L L+ I L LZ'0-0 69'969 96*968+ >- co olq + 1 ILI— - - -- .4 -1 1 00*0-3 06'262 06*269 0 gz+1 n o Zy 200-0 6L*962 Z9*969 00+ t ui uj CL X . 0 Ll 0-3 45'269 1L'962 UJ c 0 9L+O i.- UJ (Y 99'0-3 6Z'869.__._ o § �- :D U-1 09+0 z z OT0 -0 40 49,269 (;Z+o 00'0 —O 6L'L62 6L*L62 im a) L6'468 00+0 w 00+0 CO I 1"* LO 1 144 I ?I) N I 1120 cr V) OZ z cL L) �, o C5 cr- w CL 0 X w 1"* LO 1 144 I ?I) N I 1120 a \ co o tj Lj \ L = W ` M z O Z O t N Ln w 11 N z Q o m t U N ' o i,t �t V) (M Oz W Q U w � v O - r- _z -j z W a l b ! J N w m > Q N CD O w V) Q b , l J w Z >Zw a 0 N= ?s = 0 N 2 N LLJ { .:. W w 2 i � a O i 0 � F— Q U O N ° o iS z w z d tr O O W w t OI O w z => W i S zz m l - , 3 o''�'i O� N N N N w xQ � W U 4-P I N _- - ----- ----- -- --------- --- ---- - -- - FS' - - -- - ---- ------- ------------------------ --- --- -- - - -- --- - ----------------- --- — i - - --- - -- — ----- ----- ------------- A, -- --- -- /- --- ------ - - -- - -- 3 ! 1Y �./V 11 o .0 � j``�, �, /� �,�.` '•,�� \ �,�'� ��� ( '. Qom' ` ..� � � O �G,' y. \�� ,�.� / ; o a a —^�. ®� 0 0 c 0 m m qlc -1( DEC R WE. ,� ,.-,� h �� �\ \� / / / � i `. ^�.' -�'� _� ._„S - „ ' � mot—` 0_ C6 V) IV I Zx is LLJ V) LLJ LJ 0 Lo C4 m i jz i n UJI Q: LAJ �T W CID Q L CL I U) CS! \Vk N ' ® N I ri m ■ r co u . 11 04 1-1 1 ---- 0 LAJ 0 cl: 04 < L it CD Wg LAJ z LJ 7r, M CL c 0 ca co z Otto G Bonestroo. PE Bonestroo oeR W Rosene. PE J ' osseph C Andernk PE R osene Marvin L Turner PE ® /� �/ Q G;enn E Turner PE derlik & Genn R Cook An Thomas E 'vcye . PE C Robert G Scnumcnt.PE A ssociates Susan M Ebe CPA 'Senior Consultant Engineers & Architects June 12, 1992 Inv Cor I Mr. Martin P. Malecha Corrick & Sondrall 8525 Edinbrook Crossing Suite 203 Brooklyn Park, MN 55443 Howard A Sanford. PE Keith A Gordon. PE Rooert R Pfefferie. PE .Richard W Foster. PE. David O L oskota. PE Robert C Russek. A I A Jerry A Bourdon, PE Mark A Hanson. PE. M¢haet T Rautmann PE TeC K Feld. PE Thomas R Anderson. A IA Donald C. Burgardt. PE. Thomas E Angus. PE Re: 47 Avenue Backyard Drainage Improvements City of New Hope, Project No. 482 Our File No. 34140 Dear Marty: Gary F Ryiander. PE P^ =Ito , Caswe'- P: Ismaei Martinez. PE Mark D ",,S PE Michael P Rau. PE. "aides 9 'e ^se^ -E Agnes M Ring, A IC P L Ph,llto Grave it PE Thomas W Peterson. PE Karen L ,V emel� PE Mtcnaei C Lynch. PE P Todc Foster PE Jar^es R Malantl. PE Kerth R vaod PE Jerry D Peratscn PE Shawn D Gustafson PE Kenneth P Anderson, PE Ceuito Olw.er PE Mark R Rolfs. PE Charles A Erickson Mark A Sea. PE Leo M Pawetskv Gary Al Morten. PE Harlan M Olson Darnel J Ecgerton- PE James F Enge'nardt Attached is a sketch and a list of descriptions for the easements required for the above referenced project. Please contact Mark Hanson or me if you have any questions or require any additional information. Sincerely, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. Phil Gravel PG:lk cc: Mr. Kirk McDonald, City of New Hope 2335 West Highway 36 • St. Paul, Minnesota 55113 9'612- 636 -46061 EASEMENT DESCRIPTIONS FOR ZUBECK'S ROLLING HILLS ADDITION City of New Hope, Hennepin County, Minnesota LOT 1 BLOCK 4 A temporary construction easement over the north five feet of the south ten feet. LOT 2 BLOCK 4 A perpetual easement for public drainage and utility purposes over, under, and across the north five feet of the south ten feet. Together with a temporary construction easement over the north ten feet of the south twenty (20) feet. LOT 3 BLOCK 4 A perpetual easement for public drainage and utility purposes over, under, and across the nonh five feet of the south ten feet. Together with a temporary construction easement over the north ten feet of the south twenty feet. LOT 4 BLOCK 4 A perpetual easement for public drainage and utility purposes over, under, and across the nonh five feet of the south ten feet. Together with a temporary construction easement over the north ten feet of the south twenty feet. LOT 5 BLOCK 4 A perpetual easement for public drainage and utility purposes over, under, and across the north five feet of the south ten feet. Together with a temporary construction easement over the north ten feet of the south twenty feet. LOT 6 BLOCK 4 A temporary construction easement over the north five feet of the south ten feet. LOT 7 BLOCK 4 A temporary construction easement over the north five feet of the south ten feet. LOT 19 BLOCK 4 A perpetual easement for public drainage and utility purposes over, under, and across the west 30 feet of the south five feet of the north ten feet. Together with a temporary construction easement over the west 40 feet of the north 15 feet. LOT 20 BLOCK 4 A perpetual easement for public drainage and utility purposes over, under, and across the south five feet of the north ten feet. Together with a temporary construction easement over the south five feet of the north fifteen feet. 34140.cor LOT 21 BLOCK 4 A perpetual easement for public drainage and utility purposes over, under, and across the south five feet of the north ten feet. Together with a temporary construction easement over the south five feet of the north fifteen feet. LOT 22 BLOCK 4 A temporary construction easement over the south ten feet of the north fifteen feet. LOT 23 BLOCK 4 A temporary construction easement over the south five feet of the north ten feet. LOT 24 BLOCK 4 A temporary construction easement over the south five feet of the north ten feet. LOT 25 BLOCK 5 A temporary construction easement over the south five feet of the north ten feet. LOT 26 BLOCK 4 A temporary construction easement over the south five feet of the north ten feet. 34140.r-or I m LA !0101 0 _ • ♦ • • New Hope, Minnesota January 1992 File No. 34139 �Ro Z as 'e'm a :Aroar a° df^et J .CSeCr ^- A'Cr''e Of ;'C .N ^"^Sir If t4 -- a a ,. ac _ . , _ VaN.n _ jOn.ata as .e^+ A 3ouroor as view a ftoo aE -... yr ^aro E '.r ^r aE Nark A .arson °c •or s E •rq s aE _.. _ ..err a :.o. aE avC .:srca JE :ark : c:gr!on as =.. '-Cr -as E Noyes as aoorc : auut< • A Marx sea °E aCDr! k ur ,� ^. °e -OwaA yrA]ro °E a «.,.0 . _aSwr as 3CC �i x. sir `A : ^e ^..r ; a - -CrliC 3ur;a2't a s , a!' var're2 ac • - de' ° ._ -. .421 as :'a�et • .- `+'2 ^aC ' Jauu^anr as `C'"'ai ? ♦,Cesar . e _. a_ cen a a4w..♦ aC ;ar. ;,arCr IS .4 a' ?'!C^ 'c : -el 3 .e ^tr- as vc -ar aC a - 'c Jfak' " aG January 30, 1992 Honorable Mayor and Council City of New Hope 4401 Xylon Avenue N. New Hope, MN 55428 Re: 8836 - 9024 47 Avenue North Backyard Drainage Improvements Project No. 482 File No. 34139 Dear Mayor and Council: Enclosed is our report for backyard drainage improvements in the backyards of 8836 -9024 47 /2th Avenue North. This report discusses the proposed drainage improvements and presents a preliminary cost estimate and preliminary assessment roll. We would be pleased to meet with the Council and other interested parties at a mutually convenient time to discuss any aspect of this report. Yours very truly, F 00 ROSENE, ANDERLIK & ASSOCIATES, INC. anson MT4.1ti I hereby certify that this report was preparea c% me or under my direct supervision and that I am a duly Registered Professional Engineer uncle- the laws of the State of Minnesota. Mark Hanson Date: �d i.- Reg. No. 14'60 34U9.rpt 2335 West Highway 36 0 St. Paul, Minnesota 55113' • 612.63 SCOp .E: This project provides for drainage improvements in the back yards of 8836-90 47 Avenue North. The area was developed between 1964 and 1966: The responsibility of grading the drainage swale and backyards when the area was developed was the developer and his builders. However, over time the drainage swale has overgrown with trees and shrubs and does not properly convey storm water in accordance with engineenng standards. In addition, it's questionable whether the drainage swale was properly graded and completed after the last homes in the area were constructed and sold. As a result, the adjacent homeowners are not satisfied with the condition of the existing drainage swale and have asked the City for their assistance to improve the drainage swale. Informational meetings were held with the effected home owners in the summer and fall of 1992. At these meetings different alternatives were presented to improve the drainage Swale. New Hope's policy relative to backyard drainage improvements is that the City will provide the engineering effort required to improve the drainage problem in hopes that the effected home owners will work together to correct/improve the drainage problem on their own. In the case of this project, it was felt by a majority of the effected homeowners and City Council that the preferred improvement was too costly and to much work for the effected homeowners to complete. Therefore, the City Council authorized feasibility report be prepared to discuss the proposed improvements, their cost, and prese :.: proposed assessments to the effected homeowners. 34139.rpt 1 FFASTRI = A_NM RECOMMENDATION This report is feasible form an engineering standpoint and is in accordance with standards for conveying storm water in the City of New Hope. The project, as outlined herein, can be constructed under of a single contract or combined with a similar type project. It's recommended the project be constructed provided all easements can be acquired at no cost. i71SCUS5ION The existing drainage swale in the backyards of 8836 -9024 47 /2th Avenue North conveys storm water over land from east to west along the back lot line to an existing catch basin located in the north west corner of Lot 25. Storm sewer pipe conveys storm water westerly from the existing catchbasin to Flag Avenue to a trunk storm sewer system. The existing grade along the drainage swale is 0.36% over 325'. An acceptable grade from an engineering standpoint is 1.00 %. In addition, many areas along the drainage swale hold storm water after rainfall events, due to roots from trees and shrubs planted in and adjacent to the drainage swale. As previously discussed different improvements were presented to the effected homeowners which are presented below: Grade and reshape existing drainage swale to a 0.57% grade. Construct 400 lineal feet of 6" perforated drain pipe extended from the existing catch basin. Also grade and reshape existing drainage swale. Construct 325 lineal feet of 12" storm sewer with two catch basin inlets and 100 lineal feet of 6" perforated drain pipe. Also grade and reshape existing drainage swale. The preferred improvement is to construct 325 lineal feet of 12" storm sewer pipe with two catch basin inlets and 100 lineal feet of 6" perforated drain pipe. The 34139.nx 2 recommended improvements are presented on Figure No. 1 located at the back of this report. In addition, grading and reshaping the drainage swale to properly drain is also included in conjunction with ' resodding the disturbed areas. Removal and transplanting existing trees and shrubs will be reviewed with each effected property owner. A 10' wide drainage and utility easement exists along the back lot line. The existing easement is adequate to construct the storm sewer pipe, provided the pipe can be located directly on the lot line. In the event the pipe must be offset from the lot alone; due to trees, power poles, underground utilities, etc., additional easements may be required. In addition, due to the construction activity, a 10' wide temporary construction easement is recommended along each side of the new storm sewer pipe. COST ESTIMATE A detailed cost estimate is presented in Appendix A located at the back of this report. The total estimated project cost is $26,780 which includes contingencies and 25% for legal, etrgineering, administration and bond interest. The total estimated project cost does not include cost for easement acquisition. AREA TO BE INCLLME12 The area to be included for assessment purposes is presented on Figure No. 1 and listed below: 'Lbeck's Roiling, Hilk Addition Lots 1 -10, 15 -26 Block 4 34L39.rpt 3 PPENDIX PRELIMINARY COST •0 47 AVENUE NORTH PROJECT BACKYARD DRAINAGE MQROVEMENTS CrrY • Lump Sum Mobilization @ $1,000/IS 325 LF. 1Z" PVC storm sewer @ $30.00/L.F. 100 LF. 6" PVC drain tile @ $12.00/1—F. 2 Each CBMH w /casting @ $1,200.00/EA. 1 Each Reconstruct existing CB 0 $800.00/EA. Lump Sum Grade overland drainage swale @ $2,000.00/LS Lump Sum Transplant/remove existing trees & shrubs @ $1,000.00/LS 900 Sq. Yd. Sod w /3" top soil @ $2.50/Sq. Yd. + 5% Contingencies + 2595 Legal Engineering, Administration, Bond Interest $ 1,000 9,750 1,200 2,400 1,000 2,250 $20,400 1.0?0 $21,420 •360 $26,780 34139.rpt 6 Try r-4 ` ......... } � � _ � 1... f . ( ... _rte.. ; r - �..- -` .wwr�..i! fir..., \ \ \ \` � ` `` � ....11111111 ff � r � i • � � � . � _ L,�-j '404 :71 7 .7 ..... ..... A I YY 4 'T 7, Y 7* V4 I .7 t i Z5 i I N N � N � N ~ Z Li CL S ` ' U W \ d L z Of g I < �^ �� F- W W V) �d :,J.... V, �, i ww Cp�Ow� � p )) VXO� I -: -y d 0 p? d z Z D p J �a U T Z F d _ �= - Z w w n > O W LJ - U U Z W x W L'i W z - d >- Z n � �0 p J Q d O> UO o a J 0 0 U X CL CL o O i m w w > Q V- U W of Z < CL 0 J W I p p m w = Z �= rn Li Lo Z P= W � p w 0aAU J O L. Q (n d d�0 OU N S m Z O S 0 O n Z W W p K , ~ Z Li CL S ` ' U W \ d L z Of g ZU1?O o d m . �= �^ �� F- W W V) �d :,J.... V, �, i ww Cp�Ow� � p )) VXO� I -: -y d 0 p? z Z U O - z N O � 3 W m w �0 - J a- oz tfi = N ¢ N 3 - Z Z U= c ) o t gQZ d U X CL CL o In > Q V- U W < CL 0 J W n W)m LJ w = Z �= rn w 3 M0 Uw�� co C U C zzcz �"'� i Odzd U dW I () CVO ZOt < Li p w Z dU F- O U U ZU w �•-• O C1 U p d p F- p d � Qr0 3 pQ D . ao3 l w H p W d Z -O U U S as Oa W m J J N m X Z 0 O !- w � d (n p Z U O = M 8 S p � o= w � J O w �v �Z z 00 U U �U � a Z 1 •N anu�nb' 4l6i� z W Q i 300im vonoor4 "Ailn . 1m9d 18 I!Yzjwlp visoulaus Cg* 103rONd A 3nN3AV "ANNIM L* S1N3N3AO8dY4l 30VNIV8CI O2IV, )IoVe ViOS3NNIIN '3dOH M3N u O ow Z Of < Q) z (D Z w CL < < 0- z u < LIJ z < < z Q03 LJ z < z Z: Z L) re C6 x Z 7, 2 z -w - CL :D CL < Z O z n c C 'D Lj Z go;vloo"vo 9 4!1-JOPUV IA qualook MEIN ooJ ;souo® " o 7 yo �N to -1 PO C�E Ll iS3M ZL' -OL'OL6 —dO6 9L x3 - 6S'0 t6 00+0 CN 15,n C14 o Q:: ;, _ 9 L'L t 6 0 Lq ct L�n 6 Cg* 103rONd A 3nN3AV "ANNIM L* S1N3N3AO8dY4l 30VNIV8CI O2IV, )IoVe ViOS3NNIIN '3dOH M3N u O ow Z Of < Q) z (D Z w CL < < 0- z u < LIJ z < < z Q03 LJ z < z Z: Z L) re C6 x Z 7, 2 z -w - CL :D CL < Z O z n c C 'D Lj Z go;vloo"vo 9 4!1-JOPUV IA qualook MEIN ooJ ;souo® " o 7 yo �N to -1 PO C�E Ll iS3M ZL' -OL'OL6 —dO6 9L x3 - 6S'0 t6 00+0 15,n C14 o Q:: ;, _ 9 L'L t 6 0 Lq ct L�n 6 V: a 00+0 w cr 7 Ww I ^� �j in 0- Qf w LU CL on 15,n C14 o Q:: ;, _ 9 L'L t 6 uj Z U i , > ::) 0 0;;o 00+0 w cr 7 9Z'L t6 o� + Qf w LU CL Ln C z N at 4m Ljj w LLJ i Ur CN z z Z < V) < LJ<C) < LLJ cr Z V) Uj D 0 W -= a: Iml - - Li (M m uj w -4 z Z -J-- xx :!� < 0 X �U_j 0 Z C) a��al 11 90+C q -J X La < cr. in a w a. LZ -j W W -j < — Z 0 L" < > (A > 0 uj W 'x' coo z a LLjLJ z I Z < LLJ 0 Lr) o mxx O x x w x OC'Z t 6 06+£ ww O 0 00 iS3M ZL .2L "X3 0 w LLJ -- T 7- 1 Ul Z Li CN L L L46 L +Z L+Z to c- i 00 06't L 6 0 LLJ CN 7 CL C Z :D 0 cq 1 w > 0;; /- 6 CI, 0 u > o — 9'L 00+0 ww CL bo —Z VI U-1 :) 0 Ln z N 0 w Li < coo ul LLJ > w LLJ -- T 7- 1 Ul Z Li CN L L L46 L +Z L+Z to c- i 100 200 - - Scale in feet -! �. i it y ; I v 50th: AVENUES - N .�. j / . Lki _ I G t i 2 MH w3 i ; ! ji Cr 3� �! Q LW � I •,,••� ` v f"'�'�• --.,_ `��_� 1 1, ! J AVENUE N. 4909 -4941 W INNETKA AVE. N. Sonestroo r � Rosene NEW HOPE, MINNESOTA FIGURE 1 A 6, A ssoci eoc, a tes BACKYARD DRAINAGE IMPROVEMENTS En00~6 , ArCn i.Cla 2333 Woat Hipn.ay jC K:\34`34140\341 40R01 MARCH 1992 COMM. 34140 St. Pain Wirv,eaou 55173 Otto G Borestroo. PE -owaro A Sanford. PE B ®nestr®® Raaert W Rosene, PE.' Kean A. Gordon PE. osepn C Anoenik PE. Rcoert R Pkffene. PE. R ®s Marvin L. Sorvala. PE Ricrard W Foster. PE, R:cnard E Turner. PE David O. Lcskota. PE Glenn R Cook. PE. Rooert C Russek, A I A A nderlik & -nomas E Noves. PE ferry A Bourdon. PE Rooert G. Scrunicnt. PE, Mark A Hanson PE. A ssociates Susan M EDemn CPA M<nael t Rautmann PE '$enror Consultant -ed K Feld. PE 'homas R. ArJerson A I A Engineers & Architects Doraid C Burgarat. PE Thomas E Argus. PE June 12, 1992 Mr. Martin P. Malecha Corrick & Sondrall 8525 Edinbrook Crossing Suite 203 Brooklyn Park, MN 55443 Re: 4909 -4941 Winnetka Avenue Backyard Drainage Improvements City of New Hope, Project No. 483 Our File No. 34140 Dear Marty: Gary P Ry'ancer 'S Smae! Mamnez. °E VLCnael P Rau, PE Agnes M Ring, A I P 'homas W Peterson, PE M C Lyncn. PE :ameS R Malano. PE terry D Perczscn. PE Kernetn P Anderson, PE Mark R Rolfs. PE. Mark A Sego, PE. Gary V Monen, PE Daniel J Edgerton. PE _ P^ �o �r3•,P <Aren L N e-." >c 'dad Fosce >E <e to R Taco > Shawn D G�s:ar:c>• 'c Cep ;o C) " " >c C -arleS A E :eo M >3we't< r -acan M tames F E - we ardt Attached is a sketch and a list of descriptions for the easements required for the above referenced project. As we discussed, descriptions of the permanent drainage and utility easements will be completed after the construction is completed. At this time we would like to acquire "right-of-entry" agreements from the owners of Lots 1 -6 Block 1 Mork Campion Manor (S/2 of NE 1 /4 Sec 7 T118 R21) for the proposed construction. For Lots 1, 4, 5, and 6 you could restrict the right -of -entry agreement to the west one -half of the yard if the owners request it. Please contact Mark Hanson or ::e if you have any questions or require any addition<<1 information. Sincerely, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. /�J I �� Phil Gravel PG:lk cc: Mr. Kirk McDonald;City of New Hope 2335 West Highway 36 le St. Paul, Minnesota 55113 ® 612-63 ------- - - -:- N anuaAy 141() ------ - Z W c 0 9 O U y m m O 5 m O N u o Y G e U q e� O 0 q {0 fL Q G Q c j n W N Q rn 0 uj u n D + 0 j U- Y N 2' Z t0 h- Q H- N O w Z � Z 0 3 w c W V) Z Z o lil O V Z N z O � Ul C� z Z uj Q Z w V ° o U- 0 w a z = 2 v - 0 to I P Y Y o V) v m 'N anUaAV gl6-V .�. ,. Backyar D ra I nage city Pr o j ect • New Hope, Minnesota January 199 2 Engineers A ArChlt@CtS February 4, 1992 Honorable Mayor and Council City of New Hope 4401 Xylon Avenue N. New Hope, MN 55428 Re: 4909. 4941 Winnetka Avenue N. Backyard Drainage Improvements Project No. 483 File No. 34140 Dear Mayor and Council: (f-kr - :'; I 0-nestma :ft ^. I* owl q Of at 'M 4 1W of W-VO." Rosene :'*r' # :.*I Of ee yj ArM1 & Assoclates --it 1 of Engineers A ArChlt@CtS February 4, 1992 Honorable Mayor and Council City of New Hope 4401 Xylon Avenue N. New Hope, MN 55428 Re: 4909. 4941 Winnetka Avenue N. Backyard Drainage Improvements Project No. 483 File No. 34140 Dear Mayor and Council: (f-kr - :'; I at 'M 4 1W of W-VO." :Na Z of vim 4 ;4 of :jr*AQ f :Crag C ktqm 1 1 4,M a :4ry i ., 'A<'W Enclosed is our report for backyard drainage improvements in the backyards of Winnetka Avenue North. This report discusses the proposed drainage irnprovcmc presents a preliminary cost estimate and preliminary assessment roll. We would be pleased to meet Wfth the Council and other interested parties at a mut— convenient tune to discuss any aspect of this report. Yours very truly, I hereby certify that this report was prepare: me or under my direct supervision and that I a duly Registered Professional Engineer the laws of the State of Minnesota. 341" 233 5 ~ H41PWay 36 0 SL PvA AGrawsota 53113.6124 SCOPE This project provides drainage improvements in the back yards of 4909 Winnetka Avenue North. This area wns developed in the late: 1950's and early 1960's. Pe storm water runoff from this area is intended to drain overland north and south clung the back lot lines to the common lot lines between Lots 3 and 4 and Lots 7 and S. At each .;i these lot lines the runoff is to drain overland easterly to Winnetka Avenue. However, ue to the flat elevations that exist in the backyards of Lots 3 -7 and the inadequate grade taut exists in the drainage s%v ;tles between the homes abutting Winnetka Avenue, storm %Vlte� ponding does occur in the hnckyards during most rainfall events. In addition, due to t;,e reconstruction of Winnetka Avenue in 1972, the elevation of the sidewalk does comprumise the overland drainage from the backyards to Winue:tka Avenue. The homeowners who have experienced sturtn water ponding in their backyards hay c approached the City an numerous occasions to correct/improve the storm water probiem. New Hope's policy relative to backyard drainage improvements is that the City will provije the engineering effort to improve the drainage problem in holies that the elfecte homeowners will work together to currectlimprove the drainage problem oil their uwn. An informational meeting was held with the effected homeowners to discuss one propuse.: improvement However, additional homeowners expressed similar problems and didn't fees the improvements as proposed would currectlimprove their problem. Therefore, the C. Council ordered the preparation of a feasibility report to discuss proposed improvements which would correct /improve the drainage problems for this area. 34 t40.rTA 1 F7EAS j�,jLtTy AND RECOMMENDATION This report is feasible form an engineering standpoint and is in accordance with standards for conveying storm water in the City of New Hope. The project, as outlined herein, can be constructed under of a single contract er combined with a similar type project. It's recommended the project be constructed provided all easements can be acquired at no cost. DISCUSSION Storm water drainage for this area is identified in Figure No. 1 and .s intended to drain overland between the homes abutting Winnetka Avenue as previousiv discussed. Storm sewer exists in Winnetka Avenue which is also shown on Figure No. 1. At the informational meeting it was proposed to construct a it storm sewer system along the common lot line between tots S and 6. A catch basin was to be constructed in the backyards between Lots S and 6 and coUect storm water runoff from the immediate area. The proposed storm sewer is to connect to the existing catch basin in Winnetka Avenue as shown on Figure No. L It was also- proposed to grade overland drainage swales north and south from the new catch basin to property convey storm water runoff to the new catch basin. However, the new grades for the drainage Swale across Lots 4, S, and 6 resulted in significant grade changes, eompiieating the use of each backyard. In addition, the effected homeowners were not confident that the overland drainage swales would be properiv constructed to convey storm water runoff in accordance with engineering standards. Therefore, it's also proposed to extend a 1Z' storm sewer north and south from the new catch basin located between Lot S and 6 as shown on Figure No. I. Catch basins are to be located in Lot 3 and 7 to collect storm water runoff from the immediate area. 34140.rpt 2 A 10' wide utility and drainage easement does exist along the back lot line and between Lots 3 and 4 and trots 7 and 8 to Winnetka. Avenue. The existing easement ;s adequate to construct the proposed storm sewer. However, to minimize tree removal and follow the existing drainage Swale, it's not recommended the proposed storm sewer be constructed within the existing easement. Therefore, drainage and utility easements w,il be required across Lots 3, 4, 5, 6, and 7 and temporary construction easemenu to accommodate the proposed storm sewer construction. COST ESTIMATE A detailed cost estimate is presented in Appendix A located at the back of this report. The total estimated project cost is $29,990 which includes 5% contingencies and Z5% for legal, engineering, administration and band interest. The total estimated project cost does not include cost for easement acquisition. AREA TO BE INCLUDED The area to be included for assessment purposes is presence on Figure No. 1 and listed below: Lots 1 -23 Block 1 34140.rpt 3 APPENDIX A PRELIMINARY COST ESTIMATE 4 - 4941 WINNETKA AVENUE NORTH BACKYARD DRAINAGE IMPROVEMENTS CITY PROJECT NO. 483 Lump Sum Mobilization Q S1,000/LS 450 L.F. l Z" PVC storm sewer Qa 530.00 /L.F. 1 Each Stet M I I w /casting Q S 1.200.01) /EA. 3 Each Std CI1MI I w /custiiig ( $ l,(XM-00 I Each Connect to existing CO Q S700.00/EA. Lump Sum Remove & reconstruct existing fence, ISO Sq. Ft. Remove & reconstruct existing sidewalk Q 52.00/SQ. FT. 9W Sq. Yd. Sod w /3" top soil Q S2.50/Sq. Yd. Lump Sum Grade overland drninugc swule Qn S 7W.UO /LS TOTAL + 5% Contingencies + 23 ^ /o Legttl Cligineering, Administration, Bond Interest S 1.000 13.500 1, Z00 3JXXJ , "); 0 �UU - fin $22.93'J SZ3.991 1 rl L $ Z9,9Y 34 t4O.rft 6 PROJIECT' LOCATION to 777 a --------- . .. .. ............. ........... PRIOR TO CONSTRUCTION`. 20 2'`. �. ,yr � 3 0 50 100 Scale in feet STORM SEWER REPAIR (PIPE JOINTS HAVE SEPATRATED.) PLACE 4 C.Y. CLASS 2 RIPRAP. MEA DOW U AKE 21 'p = 22 t E. MEADOW LAKE RD -�A 18 rA i i \ J 0 f 1A Z* _u V) V) m _> 4 r7l m 0 Z< 0 ��` .. ...._ x m co Z . F 068 m z z Z 0 A 17 Too 0 < X*o x0om 5zz 0 MW CX XM 4 > ;u > ;u M X:� — om Z z — 0 I > -1 > z o r WOO K Z 0 r M;u c- > --- > c) 00 moon i m :q m x C)mz zmz 5; V j to o C) --- z r > xx 5 0 O XO z o m ---i m U) U) r z - 0 rri 0 z e. rri ACCESS TO SITE rrh M 0 ­7 z z 0 (J) M M `GETTYSBVRG I,- '' BACKYARD DRAINAGE IMPROVEMENTS PROJECT CITY FILE NO. f NEW :OPMINNESOTA R Table of Contents Advertisement for Bids Information to Bidders Proposal Special Provisions 1700. Adjust Miscellaneous Structures - Specific Requirements General Requirements 2104. Removing Miscellaneous Structures - Specific & General Requirements 0411. Retaining Walls - Specific & General Requirements 2521. Walks - Specific & General Requirements 2573. Temporary Erosion Control - Specific & General Requirements 2575. Turf Establishment - Specific & General Requirements 24,000. Sewers - Specific Requirements General Requirements Plate 1 -8 Storm Sewer Manhole Plate 1 -10 Storm Sewer Junction Manhole with Reinforced Top Slab Plate 1 -25 Bedding Methods for RCP, VCP, & DIP Plate 1 -25A Improved Foundation for RCP, VCP, & DIP Plate 1 -25B PVC Pipe Bedding Plate 1 -28 Flared End Section and Trash Guard Plate 4 -1 Concrete Curb and Gutter Plate SP -1 Hennepin County Concrete Patch Detail Plate SP -2 Hennepin County Concrete Patch Specs. Plate SP -3 Hennepin County Concrete Patch Details Plate SP -60 Concrete Collar on Type II Catch Basin Plate SP -61 Seal Between Top Slab & Manhole Section Plate SP -89 Erosion Control (Silt Fence) Plate SP -93 Manhole with Reinforced Center and Top Slab Supplemental Conditions of the Contract Conditions of the Contract I hereby certify that this plan and specification by m- or r my direq, supervision and that I am a du of ZF eki 34140 1992 e r : Se�dcd bids will be received by the City of New Hope, Minnesota in the City Hall at 4401 � on Avenue - until 11:30 A.M., C.D.S.T., on Wednesday, July 22, 1992, at which time they N111 be publicly opened and read aloud for the furnishing of all labor and materials and all u-1se necessary for the following. 800 LF 12" Drain 'File 80 SY Concrete Patch (Winnetka Avenue) 1,500 SY Sod With miscellaneous manholes, catch basins, and restoration. Plans anct specitications, proposal torms anu cmtTacl C of the City Clerk, New Hope Minnesota, and at the office of Bonestroo, Rosene, %Ytderlik & Associates, Inc., Consulting Engineers, 2335 West Trunk Highway 36, St. Paul, MN 55113 (612) 636-4600. Each bid shall be accompanied by • bidder's bond naming the City of New Hope Cas 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. Daniel Donahue, Manager City of New Hope, Minnesota 1. BID PROCEDURE: Each planholder has been furnished a specification, plan set and r extra proposals. Bids shall be submitted on the sepaiate Proposal Form designated "BID COPY' and The Proposal containing the bid shall be submitted in a sealed envelope. 2. FND: Plans and specifications may be obtained for the deposit amount stipulated in the Advertisement for Bids. Planholders may obtain more than one wri;cifications for the stipulated amount, however refunds will Rot be given "or these additional sets. Refunds of deposit will be made to all bidders, subcontractors, and suppliers who return plans and specifications, in good condition, within 15 days of the bid date provided they: a) Were a prime bidder who submitted a bona-fide bid to the Owner, I b) Submitted quotes to at least two prime bidders which are identified with the returned plans and specifications. The following planholders need not return plans and specifications to receive a refund of deposit: a) Low prime bidder, or b) Successful low subcontractors and suppliers who notify the receptionist within 15 days of the bid. Bonestroo Bidder Sunram Landscaping Total Base Bid $52,498.00 Rosene Address 7675 Troy Lane Y Telephone No. 420 -2140 Anderlik & Associates 8 w. Enyl"eer[ chitecv St. v ch t City, State, lip Maple Grove, MN 55311 Fax. No. 494 -3951 PROPOSAL BACKYARD DRAINAGE IMPROVEMENTS CITY PROJECT NO. 483 FILE NO. 34140 NEW HOPE, MINNESOTA 1992 Opening Time: 11:30 A.M., C.D.S.T. Opening Date: Wedn esday, July 22, 1992 Honorable City Council City of New Hope 4401 Xylon Avenue North New Hope, Minnesota 55428 Dear Council Members: The undersigned, being familiar with your local conditions, having made the field inspections and investigations deemed necessary, having studied the plans and specifications for the work including Addenda Nos. 0 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 your Clerk and Bonestroo, Rosene, Anderlik & Associates, Inc., 2335 W.Trunk Highway 36, St. Paul, Minnesota 55113, as follows: No. Item Part 1 - 4909 -4941 Wiunetka Avenue 1 Clear and grub as directed 2 Saw cut concrete or bituminous 3 Remove existing concrete walk, curb, driveway or street 4 Remove existing bituminous 5 6" thick conc. walk or driveway Unit Oty Unit Price Total Price LS 1 $300.00 $ 300.00 LF 155 9.00 1,395.00 SF 900 2.10 1,890.00 SF 190 1.00 190.00 SF 140 2.50 350.00 34140.PRO p - No. Item Unit Qty Unit Price Total Price 6 8" thick concrete pavement (includes curb and gutter) SF 760 $ 3.80 $ 2,888.00 7 12" perforated drainage pipe with aggregate and geotextile LF 425 27.00 11,475.00 8 12" PVC, SDR 35 LF 50 20.00 1,000.00 9 24" dia. yard drain w /cstg. EA 5 700.00 3,500.00 10 Std. 4' dia. MH w /cstg. (MH -101) EA 1 1,500.00 1,500.00 11 Finish shaping for drainage Is 1 800.00 800.00 12 Sod (Highland type) w /3" topsoil SY 700 2.75 1,925.00 13 Traffic control LS 1 1,000.00 1,000.00 Total Part 1 - 4909 -4941 Winnetka Ave. $28,213.00 Part 2 - 47 -1/2 Avenue & 48th Avenue 14 Clear and grub as directed LS 1 $ 600.00 $ 600.00 15 12" perforated drainage pipe with aggregate and geotextile LF 490 27.00 13,230.00 16 24" dia. yard drain w /csig. EA 3 700.00 2,100.00 17 Reconstruct existing catch basin IS 1 400.00 400.00 18 Finish shaping for drainage LS 1 1,000.00 1,000.00 19 Sod (Highland type) with 3" topsoil SY 820 2.75 2,255.00 Total Part 2 - 47 -1/2 Ave. & 48th Ave. $19,585.00 Part 3 - East Meadow Lake Road 20 Remove & reconstruct 15" RCP storm sewer including apron LF 30 $ 20.00 $ 600.00 21 Class 2 riprap in place CY 4 65.00 260.00 22 Sod (Highland type) with 3" topsoil SY 45 10.00 450.00 Total Part 3 - East Meadow Lake Road $1310.00 34140TRO p -2 No. Item Unit Qty Unit Price Total Price Part 4 - Bass Creek Retaining Wall 23 Salvage & reinstall cyclone fence LF 50 $ 10.00 $ 500.00 24 Clear and grub as directed LS 1 100.00 100.00 25 Modular block retaining wall SF 150 15.00 2,250.00 26 Common borrow for leveling behind wall (LV) CY 12 20.00 240.00 27 Sod (Highland Type) w /3" topsoil SY 30 10.00 300.00 Total Part 4 - Bass Creek Retaining Wall $3,390.00 Total Part 1 - 4909 -4941 Winnetka Avenue $28,213.00 Total Part 2 - 47 -1/2 Ave. & 48th Ave. $19,585.00 Total Part 3 - East Meadow Lake Road $ 1,310.00 Total Part 4 - Bass Creek Retaining Wall $ 3,390.00 TOTAL BASE BID $52,498.00 34140TRO 1 -3 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 therefor, 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 therefor. 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) Snnra ndscaping (An Individual) Name of Bidder (A Partnership) (Signed) __ I .ee Snnram Signer Owner Title I.ee Snnram Printed Name of Signer 34140.PR.0 p_4 1700. ADJUST MISCELLANEOUS STRUCTURES General. Requirements °r+ 3/89 - GENERAL Copyright 1989 Bonestroo, Rosene, Anderli & Associates, Inca 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. 17 e � 3/89-GENERAL Copyright 1989 Bonestroo, Rosene, Anderlik & 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 1700.3-01— 1 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. 24,000. SEVERS General Requirements 24,000.1. DESCRIPTION: This work shall consist of the construction of severs in accordance with the requirements of the Contract. Under the numbering sys- tem 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. 24,006.l.A. WORK INCLUDED: The Contractor shall, unless specified otherwise, furnish all materials, equipment, tools and labor necessary to do the work re- quired 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 ad- joining ground or structures where necessary; handle all drainage or ground- water; 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 exca- vatediAaterial; and clean the site of the work. The Ccmtractor shall also furnish all equipment, tools, labor and materials required to rearrange sewers, conduits, ducts, pipes or other structures en- countered in the installation of the work. All the work to completely con- struct the sever facilities shall be done in strict accordance with the con- tract documents to which these General Requirements are a part. 24,000.1.8. ' 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 con- form to tte 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 sever pipe and fittings shall conform to the re- quirements of the current A.S.T.M. Specification C-700 for extra strength clay sever pipe. Extra strength pipe shall be used for all Vitrified Clay Sever Pipe on the project. 24,000.2.8. 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. 1/88-2400OG Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. 24,000.2.C. REINFORCED CONCRETE SEWER PIPE: The sewer pipe shall conform to the requirements of the Standard Specifications for Reinforced Concrete Sewer Pipe, A.S.T.M. Designation C -76 of the class designated on the plans and in the Proposal. 24,000.2.D. CORRUGATED METAL PIPE: Corrugated metal pipe shall conform to the Standard Specifications for Corrugated Metal Pipe Culvert.of the A.A.S.H.O., Specification M -36 with 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. DUCTILE IRON PIPE: Ductile iron pipe shall conform with the re- quirements of AWWA Standard C151 of the class and type stated in the "Specific Requirements ". All ductile iron pipe shall have mechanical or push -on type joints and shall have a standard thickness cement mortar lining in accordance with AWWA Standard 0104. Where ductile iron pipe is used as a pressure line receiving discharge.from a pumping station, all joints shall be electrically conductive by use of copper straps or approved conductive gaskets with copper inserts. 24,000.2.F. CAST IRON FITTINGS: Where ductile iron pipe is furnished, -fit- tings shall be mechanical joint in accordance with AWWA Standard C216. All fittings shall be designed for 150 psi working pressure. All fittings shall have a standard thickness of cement mortar lining in accordance with AWWA Standard C104. Ductile iron fittings in accordance with AWWA Standard C -153 are considered equal. 24,000.2.G. JOINTS AND JOINT MATERIALS: 24,000.2.G1. Clay Pipe: Clay pipe joints shall be rubber or plastic type compression joints in accordance with A.S.T.M. Spec. C -425. Plain -end vitri- fied clay pipe may be used which employ Type B compression couplings in accor- dance with ASTM Specification C594. 24,000.2.G2. Polyvinyl Chloride Pipe: Polyvinyl chloride pipe joints shall be bell and spigot type with solvent cement applied in accordance with the manufacturer's recommendations. Gasketed push -on type joints are considered equal. 24,000.2.G3. Concrete Pipe: Reinforced concrete pipe joints shall meet the requirements of ASTM Specification C -361 and shall be the Bureau of Reclama- tion Type R -4. Deformed 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 1/88- 24000G Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. 24,000.2.G4. Ductile Iron Pipe® Gaskets for mechanical joint and push-on joint pipe shall be designated and manufactured to exact dimensions to assure a liquid tight joint. All joints for pipe used as a pressure line shall be installed with an electric contact through every joint. Joints shall conform to A Standard C111. 24,000.2.G5. CorruRated Metal Pipes Corrugated metal pipe shall be joined using coupling bands in accordance with Mn/DOT Specification 3226. 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.I1. Cast Iron Manhole Steps. Cast iron manhole steps shall be manu- factured 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. 24,000.2.12. Aluminum Manhole Steps - Aluminum manhole steps of a design sim- ilar to the cast iron steps specified may be used. Aluminum manhole steps shall be made of Apex Ternalloy No. 5 aluminum alloy. 24,000.2.13. 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. 1/88-24000G Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. pzffl�� suitable access. A minimum of 2 rings and a maximum of four rings of adjustment shall be allowed. All manholes shall be watertight. Pre- cast 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 uninterrupted flow with all surfaces sloping to the flow line. Manholes may be supplied with preformed inverts and watertight pipe connections for all lines 15" in diameter or smaller. Preformed inverts will not be allowed where pipe grades are 2 percent or greater unless design grade is built through the manhole. All manholes, catch basin manholes and catch basins shall be constructed in accordance with the detail plates included in the contract documents. Where manhole or catch basin depths are less than 6.5 feet from rim to top of pipe, they shall be built with precast concrete manhole sections and a precast, concrete manhole slab with offset opening suitable for street loading. Where manholes are constructed using a precast concrete manhole top slab, the pre-cast section immediately below the slab shall be one (1) foot in height. "Mini-Tee" type precast manhole bottom sections may be used for the installa- tion of all small diameter concrete pipe severs in lieu of the construction method described above. 24,000.2.K. PRE-CAST SEGMENTAL BLOCK: Eight inch precast segmental radial block may be used for the lower portion of manhole over large diameter pipe and for shallow manholes and catch basins. Concrete used in the manufacture of these blocks shall conform to the requirements of A.S.T.M. "Specifications for Concrete & Masonry Units for Construction of Catch Basins & Manholes", Serial Designation C-139. The exterior of all block manholes shall be plastered with one-half inch of mortar as per Paragraph 24,000.5.D. 24,000.2.L. CONCRETE MATERIALS: Concrete for monolithic concrete manholes and all manhole bases shall consist of Standard Portland Cement Type I, clean washed sand and crushed rock and gravel free from deleterious materials. Portland cement shall conform to A.S.T.M. Specifications, Portland Cement Type I, Standard Serial Designation C-150. Gradation shall be subject to the ap- proval of the Engineer with proper water-cement ratio to obtain a concrete testing not less than 3000 pounds per square inch in 28 days. 1/88-24000G Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. FZV�A� 1/88-2400OG Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. pfflqm� 24,000.3.82. Responsibility for Safe Storage: The Contractor shall be re- sponsible for the safe storage of material furnished by or to him, and ac- cepted by him, and intended for the work, until it has been incorporated in the completed project. 24,000.3.C. HANDLING PIPE & ACCESSORIES: 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. 24,000.3.D. ALIGNMENT & GRADE & UNDERGROUND, SURFACE & OVERHEAD UTILITIES: 24,000.3.D1. General: All pipe shall be laid and maintained to the required lines and grades; with tees, wyes, catch basins, special structures and man- holes at the required,locations; and with joints centered and spigots home. Deviation from grade in excess of 0.05 percent may be cause for removal and relaying pipe at the Contractor's expense. 24,000.3.D2. 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 that the utilities are complete or that the locations are 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 notify all utility companies having utilities in the Project Area. The Con- tractor 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. 24,000.3.D3. Deviations Occasioned by Other Utility Structures: Wherever ex,- fisting 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 devia- tion 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 appli- cable. 24,000.3.D4. Deviation with Engineer's Consent: No deviation shall be made from the required line or grade except with the written consent of the Engi- neer. 1/88-24000G Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. WROMM, 24,000.3.E3.1. 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 bot- tom of the trench. When a uniform trench bottom cannot be formed as speci- fied, Class C-2 bedding shall be used. The contractor may, at his option, elect to use a Class C-2 bedding in lieu of Class C-1 bedding, without any additional compensation allowed therefor. 24,000.3.E3.2. Class C-2 Bedding: Where Class C-2 bedding is specified or allowed, the pipe shall be bedded on granular materials meeting 24,000.2.N specifications. The depth of bedding shall be one fourth of the outside diameter of the pipe barrel, but not less than six inches in accordance with the standard detail plates. 24,000.3.E3.3. Class B Bedding: Where Class B bedding is specified or allowed, the pipe shall be bedded on granular materials meeting 24,000.2.N. specifications. The depth of bedding shall be one fourth of the outside dia- meter of the pipe barrel, but not less than six inches, plus one half of the outside diameter of the pipe barrel all in accordance with the standard detail plate. 24,000.3.E3.4. Class A Bedding: Where Class A bedding is specified or allowed, the pipe shall be bedded in the same manner as for Class C-1 bedding except that 2000 psi concrete shall be placed around the pipe from the bottom of the trench to a point one half the outside diameter of the pipe barrel above the bottom of the trench all in accordance with the Standard Detail Plate. 24,000.3.E3.5. PVC Pipe Bedding: All polyvinyl chloride sever pipe shall be installed and bedded in accordance with ASTM specification D-2321, "Recom- mended Practice for Underground Installation of Flexible Thermoplastic Sever Pipe" with granular materials meeting Specification 24,000.2.N. used for all PVC pipe bedding. The granular materials shall be placed from a point 6" be- low the bottom of the pipe to a point 12" above the top of the pipe. Bedding requirements shall include mechanical compaction of sand and gravel material surrounding the pipe to at least ninety-five (95X) percent of maximum density as described in ASTM Methods D698 to prevent deflection of the pipe cross-section. Payment for such bedding and compaction operations shall be considered incidental to the installation of the sever pipe. Where existing soils are of non-granular nature, the Contractor shall furnish sand or gravel material for pipe bedding as incidental to the cost of the pipe. 1/88-2400OG Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. WE= 1/88-2400OG Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. 1/88-2400OG Copyright Associates, 9ORKTai i7 Copyright 9 Associates, i tl 1/88-2400OG Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. 24,000.6. BACKFILLING, CLEANING UP & MAINTAINING SURFACES: 24,000.6.A. BACKFILLING PROCEDURE AT PIPE 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 accor- dance 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. 1/88-24000G Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. 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 tirected by the Engineer. The Contractor shall cooperate fully and provide issistance as necessary to complete these tests with no additional compensa- tion being made to the Contractor. 24,000.6.H. DISPOSAL OF EXCESS MATERIALS AND DEBRIS: Unless otherwise speci- fied, 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 ex- 1 in any manner he may elect subject to the provisions of the following jaragraph. Before dumping such materials or debris on a private or public land, the Con- tractor 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 • such permission, waiver of claims and permit shall be filed with the Engineer before said disposal is made. 1/88-2400OG Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. Rzy'Iffiffism 24,000.6.J. CLEANING UP: 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 sat- isfaction 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 con- struction described herein. Unless otherwise noted in the Special Provisions or Proposal all items of clean-up and restorations shall be considered inci- dental to the contract with no additional compensation allowed. 24,000.7. TESTING PIPE LINES 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. 24,000-16 1/88-24000G Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. 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: Sever pipe • each diameter and classi- fication furnished and installed with associated pipe bedding will be measured separately by length in linear feet. Measurement will be made ' along the cen- terline of the sewer and from center to center ♦ all manholes, catch basins • junction fittings. Where bends, tee manholes, flared end sections or other special shapes are in- stalled, 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: Sever pipe used for service risers of each diameter and classification furnished and installed will be measured separate- ly 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 t pipe to the top • the cover in linear feet, based on the dimensions as staked by the Engineer. 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.J. DROP INLETS: Drop inlets will be measured by depth from the low- est invert of the manhole to the invert of the pipe being served by the drop inlet. 1/88-2400OG Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. MMMEM From 0' to 8', from 8' to 10 and two foot increments thereafter. Excavation and backfilling of trench and associated pipe bedding shall •- r-• 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 yarj. 24,000.9-C. SEWER PIPE WITH BEDDING IN PLACE: Sewer pipe in each diameter and classification furnished and installed will be paid for at the Contract Price ?�er 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 fur- nished 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 Pro- posal. 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 center- line 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 dental and will not constitute a pay item. 24,000.9.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: Con- structing 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 • all catch basin manholes and catch basins. 24,000-18 1/88-24000G Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. 1/88-2400OG Copyright 1988 Bonestroo, Rosene, Anderlik & Associates, Inc. I root I G'F .&: "t 1755G .y ® }' Fl ow . ie w A Slope Grout • ®�4 olaD• � .sti,;oi rd Grout bottom of manhole to 1/2 diameter of pipe and slope grout 2" toward invert. Neenah frame and cover, or equal. with 2 concealed pickholes. - See specifications for costing number. Minimum of 2, maximum of 3 Concrete adjustment rings allowed. Ail joints in manhole to have "0" ring rubber gaskets. Whole steps. Neenah R1981 J or equal, 15 ° o. c. Aluminum steps approved. Where sewer runs straight through a standard manhole, the pipe shall be continuous. The top 1/2 of the pipe shall be broken out after completion 8 Precast segmental concrete block to be built up to the top of the pipe, for manhole with pipe over 24" diam, Plaster exterior. Pipe shall be cut out flush with inside face of wall. Use opening in 4' M H section to 24' d i am. 4 t 4rF Bonestroo, Rosene, Anderlik 8i Assoc., Inc. Consulting Engineers St. Paul, Minnesota �,, , m, a �• ;�.�::• ', °` ° °'� mlm�mc nmm. »'m ■IIIII3M IM Kim IE" rLAANow .. • •. 1 I, 1 rJ « 4 � � t j i'. •• .1 i1 1 `• i 00"," irrwn01 0 ff'Offrii'ers`�Lfirrw. i • t . STAND D E TA ILS nd*rIlk A a Assoc. STORM SEWER •� `• • Consulting Engineers JVNCTI MANHOLE WITH REINFORCED ;O' SLAB 01 AM -r-so"I"A mrm UMMWENNE aglammi , . I I I �41ij"'Mvjg I : M a 4I 6.1]IM A poll to Bc" Denotes outside diameter of Pipe Barrel " Bc + 1 2" Minimum LOAD FACTOR 1.9 LOAD FACTOR 2.3 � W W, j 9, 1 A Bonestroo, Rosene, Anderlik S Assoc. Inc. Consulting Engineers St. Paul, Minnesota i All milli , , , • , • / Compacted Backfill Compacted Backfill D_ 0. 0.5 Bc 0.58c O Il IT MrrrMG_: 1 99111 =11 c -' but notill, 2-000# eA than 6 Concrete Coarse Filter Aggregate (Mn DOT Spec, 3149H Modified) CLASS B CLASS A HAND SHAPED FROM CONCRETE BACKFILL ANGULAR BEDDING TO 0.5 OF OUTSIDE MATERIAL DIAMETER WITH SHAPED BEDDING Bonestroo, Rosene, Anderlik S Assoc. Inc. Consulting Engineers St. Paul, Minnesota i All I its I 01 Bc" Denotes outside diameter of Pipe Barrel M Bonestroo, Rosene, Anderlik 8 Assoc. Inc. Consulting Engineers St. Paul, Minnesota STANDARD DETAILS . IMPROVED FOUNDATION FOR RCP, VCP a DIP -Coarse Filter Aggregate (Mn DOT Spec. Modified) KHM11 Revisions Plate No. JAN. 1986 1 1-25A N Granular Borrow (MnD• T Spec. 3149A, Modified) N. Minimum= Bc +12" PIPE FOUNDATION Ek BEDDING IN GOOD SOILS 2 11 Pay Depth Increments (Typical) . ...... ­"'. . ...... . ..... —­ " .— -'.. . ..... Coarse Filter Bc" Denotes outside Minimum = 2d+Bc+12 Aggregate diameter of Pipe (Mn. DOT Spec. 3149H Barrel Modified) PIPE FOUNDATION a BEDDING IN POOR SOILS Bonestroo, Rosene, Revisions Plate No. DETAILS STANDARD Anderlik 8 Assoc. Inc. i ji PVC PIPE FOUNDATION a Consulting Engineers NJ 1-25B St. Paul, Minnesota BEDDING METHODS all IE— Tie lost 3 joints. Use 2 tie bolt fasteners per' joint Installed at 60 from top or bottom of pipe ./,,Hand placed Rip-Rap I'deep I; Individual stones shall weigh not less than 50lbs. each Set with Grout Size of Pipe Bars "H" Bolts Provide 3 clips to fasten Trash Guard 1 2" to 18" X'o 4' 5/j' to Flared End. Hot dip galvanize 21 to 42' I" o 6" after fabrication. 413'to 72" 1 12!' I' fixa� M ­A­ Bonestroo, Rosene, STANDARD DETAILS Revisions Plate No. Anderlik a Assoc.Inc. Consulting Engineers FLARED END SECTION 1.28 St. Paul Minn. AND TRASH GUARD SIDE VIEW 1/27r 3 1 - 0 *-'-"-- '- - 1 r 1/2"r sl e 3/4 e f t. 6" _ Distance to V- variable 311 r/ F 1 (Dj s l o e 3/4 er Ik 24'1 ld'r - 1/2' r so - r ft 0 ..... ..... 12" 12 It 0C r r Distance to �- variable - (0 as z Type'Wor Type!'B" Curb 1/2' 3 ' °r - /4 per 1/2 "r TYPE - A c u� slope STANDARD DRIVE T I 10 j -16 '!Type A, 22" �B 12" ff-Type Rnnestran Pnsene I I STANDARD DETAILS Anderlik a Assoc, Inc. Consulting Engineers CONCRETE CURB a GUTTER St. Paul, Minnesota Revisions I Plate No. 4-1 TYPE "A!' STANDARD SECTION M.H.D. B618 CONCRETE CURB Ek GUTTER TYPE "B" STANDARD SECTION M.H.D. B624 CONCRETE CURB 81 GUTTER TYPE C STANDARD SECTION SURMOUNTABLE CONCRETE CURB a GUTTER able Bituminous surface TYPE D STANDARD SECTION M. H. D. B6 Gravel base CONCRETE CURB ... � \� C «� CONCRETE REPY <R PLATE .y. ,,,- LONG I TUDINAL ? I A ?d2 -..... 0 M 0 f * 2 \£\ *f »??? OWEL $&f ASSEMBL Q9 ±\ + ?±\#} CONCP= SPECIAL SPECIFICATICM (Poadway Surface) 1his section supercedes S A found on the back of the Utility P . ermit and Special Provis ions (Hemepin Cmmty rorm Hc' 513714-841) ccvmm PA 2. Fa ;12 - — -:— has been ccr-;Iete°, the reqjiremeents for the backfill, i.e., k at cc .4a=ticn, etc., shall be- the sarre as specified for the repairs 'Are. or Su!—Surface ope_rations ". (See para graph "C" below). WY.Isjb 022786 HFINt"'J[PIN C01-JINTY L: IT F PUBLIC WORKS -, (I ,,- .n Ave, South 1 r'7 ^� t � ' �,� -ota 553d3-8468 SP-2 Define removal of the pavement depth. (removal area must extend 6 inches outside the limits of the excavation.) Catchbosin costing Neenah R-3067 or equal. 3 radius curb box Min. 2, Max. 3 Conc. adjustment rings. 0 . o : 4 i Consulting Engineers St Pa Minnesota 0 No. 3 rebar (to extend 12 beyond each side of costing) Embedded in conc. collar and I I SPECIAL DETAILS ENCASED CONCRETE CASTING O • i CATCHBASIN , inside, between and adjustment outside of conc. Conc. or metal shims sholl be used to level costing. B F i Precast cons. ' structure togs stab. :cess hole opening see 6pec. for size) Rom-neck or equal . seal between top ...,'.'_ slab and manhole ° section. 4'-0" or 6 -0 Dia Manhole Section (see spec.) • A d z r Support post anchorage in—situ soil J4 Bonestroo Flosene Anderlik & Associates Engineers & Architects St. Pauk Minnesota 2� x 2� wood stakes 8' Maximum spacing F_ Engineering fabric, Mirafi X: "Envirofence" or equal. W X D Fabric anchorage trench anchorage z B trench with M amped natural soil t t Direction Of runoff. K) Support post anchorage in—situ soil J4 Bonestroo Flosene Anderlik & Associates Engineers & Architects St. Pauk Minnesota FI JLgj% Attach fabric to support posts with lath and staples PLAN 0 I t 1— 27 > "' 5 j 6 t -0 0 6:' I I. --o- 6 0 Neenah frame and cover or equal. with 2 concealed pick holes. See specification for costing number. Concrete adjusting rings, min a' 2 max. of 3 reqd. A -- Manhole steps. Neerc� P198IJ or equal --J 15o.c. Aluminum steps approved 6" Precast reinforced concrete manhole slab. 4 bars at 5 o.c.,each way. 2-:*4 bars all sides of opening. Bonestroo, Rosene, Anderlik & Assoc, Inc. Consulting Engineers St Pc;', Minneso'o SPECIAL DETAILS MANHOLE WITH REINFORCED CENTER SLAB & TOP SLAB SP - 93 S 0N Not lo Stole Manhole steps shot! be placed - +$-4 -4:4 -,-+ .-&;­1 m • OWN) a 101 4# ! OIZRDJAW 1 # MCI ., . PRODUCER FERRIS & PETERS AGENCY 5445 EDEN PR RD MINNETONKA MN 55345 (INSURED SUNRAM LANDSCAPING LEE W SUNRAM DBA 7675 TROY LANE MAPLE GROVE MN 55369 COMPANIES AFFORDING COVERAGE CCOMPA Y A WESTERN NATIONAL INS COMPANY B LETTER WESTERN NATIONAL INS COMPANY Ci WESTERN NATIONAL INS COMPANY LETTER D WESTERN NATIONAL INS COMPANY E LETTER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. CO LTR I TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YY) POLICY EXPIRATION DATE (MM/DD/YY) LIMITS GENERAL LIABILITY COMPREHENSIVE FORM PREMISES/OPERATIONS EXPLOSION & COLLAPSE HAZARD PRODUCTS/COMPLETED OPER. CONTRACTUAL INDEPENDENT CONTRACTORS BROAD FORM PROPERTY DAMAGE PERSONAL INJURY BP 10 4 3 9 5 1/01/92 1/01/93 BODILY INJURY OCC. $ 5 0 0 0 0 0 BODILY INJURY AGG. $ 5 0 0 O O O PROPERTY DAMAGE OCC. $2 0 O O O O PROPERTY DAMAGE AGG. $2 0 O O O O BI & PD COMBINED OCC. $ BI & PD COMBINED AGG. $ PERSONAL INJURY AGG. $ 5 0 0 0 0 0 AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS (Prly. pass.) ALL OWNED AUTOS ( otpatn) HIRED AUTOS NON -OWNED AUTOS GARAGE LIABILITY BP 10 4 3 9 5 1/01/92 1 / 01 / 9 3 BODILY INJURY (Per person) $ 5 O❑ 0 0 0 BODILY INJURY (Per accident) $ 500,000 PROPERTY DAMAGE $ 200,000 BODILY INJURY & PROPERTY DAMAGE COMBINED $ rl EXCESS LIABILITY UMBRELLA FORM OTHER THAN UMBRELLA FORM B P 3 5 4 3 9 5 1/01/92 1/01/93 EACH OCCURRENCE $2 ,000,0 00 AGGREGATE I S 2, 000, 000 WORKER'S COMPENSATION AND EMPLOYERS' LIABILITY LIABILITY BP 3 3 4 3 9 5— 4 1/01/92 1/01/93 X STATUTORY LIMITS _ EACH ACCIDENT $100,000 _ SE —POLICY LIMIT $500,000 _ DISEASE—EACH EMPLOYEE $100,000 OTHER DESCRIPTION OF OPERATIONS /LOCATIONS/VEHICLES/SPECIAL ITEMS CITY OF NEW HOPE 4401 XYLON AVENUE NORTH NEW HOPE MN 55428 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL 3 O DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, AUTHORDED PRESENTATIVE % / USE ONL "r FUR ACKNOWLEDGEMENT OF Ir.DIVtDUAI. On PARTNFRSF1tP CONTRACTOR STATE OF MINNESOTA ) ) ss. County of ) On this day of in and who executed the foregoing bond and he (SEAL) 19 , personally came to me well known to be the identical person -- described acknowledged the same to be own free act and deed. My commission expires 19 USE ONLY FOR ACKNOWLEDGMENT OF CORPORATE CONTRACTOR STATE OF MINNESOTA ) ) ss. County of ) Upon this day of , 19 , before me personally appeared , to me personally known, who being by me duly sworn, did say that he is of a - corporation; that the seal affixed to the foregoing bond is the Corporate Seal of the corporation, and that said instrument was executed in behalf of the corporation by authority of its Board of Directors; that he acknowledged said instrument to be the free act and dmd of the corporation. (SEAL) My commission expires 19 ACKNOWLEDGMENT OF CORPORATE SURETY, STATE OF Minnesota County of Hennepin ss. ) On this 19th day of August , 19 - 92 , before me personally appeared Ramona E. Meier to me personally known, who being by me duly sworn, did say that he is the Attorney -in -Fact, of the ALLIED Mutual Insurance Company, the corporation whose name is affixed to the foregoing instrument that the seal affixed to the foregoing instrument is the corporate seat of the said corporation; and that said instrument was executed in benati of said corporation by authority of its board of directors and said Ramona E. Meier acknowledged that he executed said instrument as Attorney -in -Fact as the free act and deed of said corporation. (SEAL) My commission expi 19 JOANNA NOTARYPUBLIC-MINNESOTA HENNEPIN COUNTY ,� l MY COMt�iiSSICN CLPI, ^_C Power of Attorney KNOW ALL MEN BY THESE PRESENTS That ALLIED Mutual Insurance Company, a corporation organized under the laws of the State of Iowa, with its principal office in the City of Des Moines, Iowa, hereinafter called "Company ", does hereby make, constitute and appoint J. PETERS CORNETT RAMONA E. MEIER MINNETONKA, MN each in his individual capacity, its true and lawful Attorney -In -Fact with full power and authority to sign, seal, and execute in its behalf any and all bonds and undertakings and other obligatory instruments of similar nature (except bonds guaran- teeing the payment of principal and interest of notes, mortgage bonds and mortgages) in penalties not exceeding the sum of ONE HUNDRED THOUSAND AND NO /100 DOLLARS ( S 100,000.00 ) and to bind the Company thereby, as fully and to the same extent as if such instruments were signed by the duly authorized officers of the Company; and all acts of said Attorney pursuant to the authority hereby given are hereby ratified and con- firmed. This Power of Attorney is made and executed pursuant to and by authority of the following By -Laws duly adopted by the Board of Directors of the Company. ARTICLE IX - EXECUTION OF CONTRACTS "Section 2. Bonds, undertakings, and other obligatory instruments of similar nature, other than policies and endorsements, issued by the Corporation shall be validly executed and binding on the Corporation when signed by the President, or a Vice President, or by Attorney(s) -In -Fact appointed by the President, or by a Vice President." "Section 3. The President, or a Vice President, shall have the power to appoint agents of the Corporation, or other persons, as Attorney(s) -In -Fact to act on behalf of the Corporation in the execution of bonds, undertakings, and other obligatory instruments of similar nature, other than policies and endorsements with full power to bind the Corporation by their signature and execution of any such instru- ment. The appointment of such Attorney(s) -In -Fact shall be accomplished by Powers of Attorney signed by the President, or a Vice Pres- ident. This Power of Attorney is signed and sealed by facsimile under and by the following By -Laws duly adopted by the Board of Directors of the Company. ARTICLE IX - EXECUTION OF CONTRACTS "Section 4. The Secretary, or an Assistant Secretary, is authorized to certify that any such Power of Attorney so signed shall be validly executed and binding on the Corporation; and to certify that any bond, undertaking, or obligatory instrument of similar nature, other than policies and endorsements, to which this Power of Attorney is attached is and shall continue to be a valid and binding obligation of the Corporation, according to its terms, when executed by Attorney(s) -In -Fact appointed by the President or a Vice President." "Section 5. It shall not be necessary to the valid execution and binding effect of the Corporation of any bond, undertaking, or obligatory instrument of similar nature, other than policies and endorsements, signed on behalf of the Corporation by the President, or a Vice President, or Attorneys) -In -Fact appointed by the President, or a Vice President, or any Power of Attorney executed on behalf of the Corporation appointing Attorney(s) -In -Fact to act for the Corporation, or of any certificate to be executed by the Secretary, or an Assistant Secretary, as hereinabove in Section 2, 3, and 4 of this Article provided, that the corporate seal be affixed to any such instrument but the person authorized to sign such instrument may affix the corporate seal, and a facsimile corporate seal affixed to any such instrument shall be as effective and binding as the original seal." "Section 6. A facsimile signature of the President, or of a Vice President, affixed to any bond, undertaking, or obligatory instrument of similar nature, other than policies and endorsements, or to a Power of Attorney signed by such President, or a Vice President, as herein in Sections 2 and 3 provided, or a facsimile signature of the Secretary, or of an Assistant Secretary to any certificate as herein in Section 4 provided, shall be effective and binding upon the Corporation with the same force and effect as the original signatures of any such officers." "Section 7. A facsimile signature of a former officer shall be of the same validity as that of an existing officer, when affixed to any policy or endorsement, any bond or undertaking, any Power of Attorney or certificate, as herein in Section 1, 2, 3 and 4 provided." IN WITNESS WHEREOF, the Company has caused these presents to be signed by its President and its corporate seal to be hereunto affixed this 31 day of —` JULY 1992 LLIED MUTUAL I SURANCE COMPANY President STATE OF IOWA Y COUNTY OF POLK ss �ir'��;.+ On this 31 day of JULY 1992 , bef e e personally came James D. Kirkpatrick, to me known, who, being by me duly sworn, did depose and say that he is President of ALL )D Mutual Insurance Company, the corporation described in and which exe- cuted the above instrument; that he knows the seal of said corporation, that the seal affixed to said instrument is such corporation seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he has signed his name thereto pursuant to like authority, and acknowledged the same to be the act and deed of said corporatio . Stacy Koehn *' STACY KOEHN Notary Public in an for e of Iowa MY COMMISSION EXPIRES IOWA 11 -4 -94 CERTIFICATE I, the undersigned, Secretary of ALLIED Mutual Insurance Company, a corporation organized under the laws of the State of Iowa, do hereby certify that the foregoing Power of Attorney is still in force, and further certify that Section 2, 3, 4, 5, 6 and 7 of Article IX of the By -Laws of the Company set forth in said Power of Attorney are still in force. IN TESTIMONY WHEREOF, I have subscribed my name and affixed the seal of the compan this 19th day of August , 19 92 •!'e1 ...AMA 0 rZ / 'sEL: =�/ � This Power of Attorney expires 0 Secretary 02386 07/31/95 Bd 1 (06 -92) 00 COUNCIL 0 • Originating Department City Manager By: Kirk McDonald in Approved for Agenda 24 -92 Agenda Section Item No. RESOLUTION ACCEPTING EASEMENTS FOR CONSTRUCTION OF PUBLIC IMPROVEMENT AT 4917 -4941 WINNETKA AVENUE NORTH (BACKYARD STORM WATER DRAINAGE IMPROVEMENT PROJECT NO. 483) The attached Resolution Accepting Easements for Construction of Public Improvement at 4917 - 4941 Winnetka Avenue North is for Backyard Storm Water Drainage Improvement Project No. 483. By passing this resolution, the City Council is accepting the Entry Agreements and Certifi- cates of Temporary Construction Easements. Part of these agreements include a requirement that the property owners provide the City with a permanent and drainage easement for the storm sewer as constructed, when all construction activity is completed. Those agreements will be acquired at the appropriate time. Staff recommends approval of the resolution. MOTION BY SECOND BY TO: 2 2 x p {P — �. V Y t' Review: Administration: Finance: RESOLUTION NO. 82-144 RESOLUTION ACCEPTING EASEMENTS FOR CONSTRUCTION OF PUBLIC IMPROVEMENT AT 4917 - 4941 VVINNETKA AVENUE NORTH BE IT RESOLVED by the City Council of tha City of New Hope as follows: 1. That certain Entry Agreements and Certificates of Temporary Construction Easements for construction and maintenance Of publiC improvements relating to a Storm sewer and publio utiliti$e have been obtained from the following persons, copies of which are on file with the New Hope City Clerk, all of which are located in the Plat of Work-Campion Manor, Hennepin County, Minnesota: TEMPORARY EASEMENTS: Owners Address Lot Number James V. and Donna M. Pearsall 4941 YVinnetka Ave. No. 3 Paul and Karen J. Barland 4833 #innetka Ave. No. 4 Steven B. and Mary B. Bunnell 4325 VVinnetka Ave. No. 5 Calvin L. Herman 4j17 vVinnetka Ave. Nn. G That said Entry Agreements and Certificates of Temporary Construction Easements involve certain covenants and agreements on the part of the City. That acceptance of the documents is necessary for the successful construction and maintenance of the storm sewer and public utilities to be constructed there. 2. It is hereby found and determined that this Council accepts said Entry Agreements and Certificates of Temporary Construction Easements. Dated the 24th day of August 1S92 , . "�4j P5�� -.e AAA# / W. J kson, Mayor - r i c Attest: Valerie Leone, tity Clerk CORRICK LAW OFFICES, PA. WILLIAM J.CORRICK STEVEN A. SONDRALL, P.A. STEVEN A.SONDRALL MICHAEL R. LAFLEUR MARTIN P. MALECHA WILLIAM C. STRAIT CORRICK & SONDRALL A PARTNERSHIP OF PROFESSIONAL CORPORATIONS LAWYERS Edinburgh Executive Office Plaza 8525 Edinbrook Crossing Suite #203 Brooklyn Park, Minnesota 55443 TELEPHONE (612) 426.5671 FAX (612) 425-5867 Mr. Kirk McDonald Management Asst. City of New Hope 4.401 Xylon Avenue North New Hope, MN 55428 LEGAL ASSISTANTS LAVONNE E. KESKE SHARON D. DERBY RE: Backyard Drainage Project, 4917-4941 Winnetka Ave. No. Our File No: 99.64833 As usual, the original of this Resolution has been forwarded by copy of this letter to Valerie. Please contact me if you have any questions. Sincerely, Martin Omafecha s3m Enclosure cc: Valerie Leone, City Clerk (w/enc) s a�xplc___ ENTRY AGREEMENT AND CERTIFICATE OF TEMPORARY CONSTRUCTION EASEMENT The undersigned, owners of the property legally described as: Lot 3, Mork-Campion Manor, Hennepin County, Minnesota, also known as 4941 Winnetka Avenue North, New Hope, Minnesota, do hereby consent to the entry by the City of New Hope, its designated agents and assigns and by the general contractor employed by the City, its subcontractors and agents, onto the property described above for the purpose of construction of a public improvement in the form of a storm sewer. The undersigned owners also agree to provide the City with a permanent drainage and utility easement for said storm sewer when the construction is complete. Said permanent drainage and utility easement is expected to be located as set forth on the attached Sketch of Construction Easement Location, but the owners agree that the City in its sole discretion shall construct the storm sewer in the location deemed most appropriate by the City Engineer. Upon completion of construction, the owners agree to provide the City with a permanent drainage and utility easement 15 feet in width, centered upon the storm sewer as constructed , The undersigned owners hereby agree to permit the entry and use of the above-described property by the City of New Hope and its designated agents for the purpose set forth herein. As part of this Agreement, the undersigned agree to remove all bushes, fences, storage sheds, swing sets, and any other other such items from the area of the easement set forth on the Sketch of Construction Easement Location, prior to August 10, 1992. if such items are not removed prior to August 10, 1992, the undersigned agree that the City may remove said items, the City shall not be responsible or liable for the condition or restoration of said items, and the undersigned will pay the cost to the City to remove said items. The City of New Hope, its agents and assigns, and the general contractor, agree that at the conclusion of construction of the storm sewer the above-described property will be restored to a condition equivalent to or better than its condition as of the date of this agreement, except that the City will not be responsible for replacing or restoring the bushes, fences, storage sheds, swing sets and any other such items addressed in the preceding paragraph. This Temporary Construction Agreement shall remain in effect until October 31, 1992, and at such time it will automatically terminate and be null and void without notice or without further action by any party hereto, but the provisions regarding owner's obligation to provide a permanent easement will continue in effect until said permanent easement is provided. In consideration for this easement and the permanent easement described above, the City of New Hope agrees to construct said storm sewer without specially assessing the undersigned property owners. Dated this day of " a 1992. PROPERTY OWNERS: CITY OF NEW HOPE, A MINNESOTA MUNICIPAL CORPORATION By Its By Its i On 11 19 i 21 NOTE_ ALL FENCES V4LL cE PEMOI LD 15 AND RECONS TRUC� BY PROPER. 1 0�; — — RE A <D FOLLUWNC; CONSTRUCTION. 1 D SAVE ALL EXISTIN TREES UNLESS OTHERYA NOTF -0. 17 18 1 SAWCU"i k D REW ttiE EbST 5` �. OF EX. BITUMINOUS 9 COURT & S03 REMOVE EX. i J ASH TR=H 2 YD -106 YT} -1Q2 NCT IN ALT. . 6 -1as 15' DRAIN GE & T� UT3LITY E�SEMEINT TRAFFIC CON' RCL FOR Iris? - G1 CONSTRUCTION SF XL BE IN ACCOP NCE M4 V-nDOT MWUTCD APPENDIX B. OPEN CUT AND PATCH CONCRETE OPEN CUT AND PATCH =4CPETE SAWCUT AND PATC+i CONC. DYtY. AND WALK AS DIRECTED. 4909 -494 i AVE. N. f � A Ngf -: ' . L 12' SkA? J BE P -3FCRATE FIN PIPS` {SEE C �-AQ EXCEPT AS TOTED ; - y ran: Iti� CL'1 - 7( - TT nl' 1 - ( lrnTT/ – r s —..- ....., > — .._......_- - t� Y�innetka Ave. N. ALTERNATIVE ALCGNMENT 'B' : r 1' : r f l. - - Co. R�. � - = �ALTERffATIVE A.LIGNP NOTE: CONCRETE REMOVAL AND PATCH SgALL BE IN k[H - 1018 ACCC °DANCE VtiiH HENN. CO. PERVIT AND PLATES SP -1 SP-2 AND SP -3 IN THE SPECIFICATIONS. NOTIFY COUNTY CONSTRUCT E,IH -101 8 )A, JtfiTEKAfdCE DEPT- BEFORE WJITK1;r`G Y,'ITFtiN ROW. F� 1�' F. P CC'1STRUCT FAH -101A OVER EX. 15' RC o - -- - 11 19 i 21 NOTE_ ALL FENCES V4LL cE PEMOI LD 15 AND RECONS TRUC� BY PROPER. 1 0�; — — RE A <D FOLLUWNC; CONSTRUCTION. 1 D SAVE ALL EXISTIN TREES UNLESS OTHERYA NOTF -0. 17 18 1 SAWCU"i k D REW ttiE EbST 5` �. OF EX. BITUMINOUS 9 COURT & S03 REMOVE EX. i J ASH TR=H 2 YD -106 YT} -1Q2 NCT IN ALT. . 6 -1as 15' DRAIN GE & T� UT3LITY E�SEMEINT TRAFFIC CON' RCL FOR Iris? - G1 CONSTRUCTION SF XL BE IN ACCOP NCE M4 V-nDOT MWUTCD APPENDIX B. OPEN CUT AND PATCH CONCRETE OPEN CUT AND PATCH =4CPETE SAWCUT AND PATC+i CONC. DYtY. AND WALK AS DIRECTED. 4909 -494 i AVE. N. f � A Ngf -: ' . L 12' SkA? J BE P -3FCRATE FIN PIPS` {SEE C �-AQ EXCEPT AS TOTED ; - y ran: Iti� CL'1 - 7( - TT nl' 1 - ( lrnTT/ – r s —..- ....., > — .._......_- - 20 19 NOTE: ALL FENCES WILL BE REMOVED -----_AND AND RECONSTRUC D BY PROPERTY OW TER S-- B,EE� N D FOLLOWING CONSTRUCTION. SAVE ALL EXISTIN 7' TREES UNLESS OTHERWISE NOTED, 17 18 SAWCUT AND REMOVE EAST 5' OF EX. BITUMINOUS COURT & SOD, , r REMOVE EX. •�� , ASH TREE - 1 YD --102 .� � ''`••,, 7 1 ) —� I �� NOT IN ALT. „ 4 . - -- �, _- r "� 104 I,,._....,..�t f.'� �` , 1nn . ... _ I p�npN� �'YD 03`" 1 i 1 �___ __-- w,n - --•i� 1 DRAINAGE & �I 1, AOTILITY EASEMENT TERNATIVE ALI NMENT "B" o �� = =� � == ,wK� =;.W W = ... �� __�_ .; -- - -- _ M1 - - -� _ r,� , - -�w �.��,LT f �l � �VE L�CN_MWNT "A �x. 15 Rc p MH -101 B M, �; 'MH- A CONSTRUCT MH --1018 ``�`� `�� -`�� CONSTRUCT MH- 101A OV�R EX. - 15" - - R CP _-- ____..�. -,/__ OVER EX. - 15" RCP ALL BE OPEN CUT AND J -� OPEN CUT AND PATCH CONCRETE PATCH CONCRETE SAWCUT AND PA I'CH CONC. DWY. AND WALK AS DIRECTED. SKETCH OF CONSTRUCTION EASEMENT LOCATION — 2 - - - - - -- --- - - - - -- ---------------- - - - - - I -------------------- I------------------------- - - - - - ---- ------ CORRICK LAW OFFICES, PA. WILLIAM J. CORRICK STEVEN A. SONDRALL, P.A. STEVEN A.SONDRALL MICHAEL R. LAFLEUR MARTIN P. MALECHA WILLIAM C. STRAIT August 31, 1992 CORRICK & SCINDRALL A PARTNERSHIP OF PROFESSIONAL CORPORATIONS L&wYERs Edinburgh Executive Office Plaza 8525 Edinbrook Crossing Suite #203 Brooklyn Park, Minnesota 55443 TELEPHONE (612) 426-6671 FAX (612) 425-5867 Valerie Leone City Clerk City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 RE: Temporary and Permanent Easements for 47th/48th Backyard Drainage Our File No: 99.64823 Dear Valerie: LEGAL ASSOTANTS LAVONNE E. KESKE SHARON D. DERBY Enclosed please find the original Temporary Easements and Permanent and Temporary Easements for the the above- referenced project. Please date and sign all easements on the signature page where indicated, and also attach the City Seal. Then please return these documents to me for filing. Please note that the easement from Allan and Maxine Soposnick, as well as the easement from Alfred and Mary Bouta, contain some additional language. Please initial near the additional language as it appears on the easement document, and again place the City Seal near this initial. Please contact me if you have any questions. Sincerely, Martin P. Malecha s3m Enclosures cc: Daniel J. Donahue, City Manager Kirk McDonald, Management Asst. Steven A. Sondrall, Esq. CORRIOK LAW OFFICES, PA. WILLIAM J. CORRIOK STEVEN A. SONDRALL, P.A. STEVEN A.SONDRALL MICHAEL R. LAFLEUR MARTIN P. MALECHA WILLIAM C. STRAIT A PARTNERSHIP OF PROFESSIONAL CORPORATIONS IAVNEIvs Edinburgh Executive Office Plaza 8525 Edinbrook Crossing Suite #203 Brooklyn Park, Minnesota 55443 TELEPHONE (612) 425-5671 FAX (612) 425-5867 LEGAL ASSISTANTS LAVOINNE E. KESKE SHARON D. DERBY August 31, 1992 Valerie Leone City Clerk City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 RE: Easements for Backyard Drainage 4917 - 4941 Winnetka Avenue North Our File No: 99.64833 Dear Valerie: Enclosed please find the Entry Agreements and Certificate of Temporary Construction Easements for the four properties still involved in the above-referenced project. Please obtain the Mayor and Manager's signatures on the second page of each Entry Agreement, and attach the City Seal to the same. You will note that there is no standard language regarding acceptance and requiring your signature. These Entry Agreements will not be filed with the County, but will be held and eventually replaced by recordable permanent easements when the project is completed. Please return these documents once the signatures and seal have been taken care of. Please contact me if you have any questions. Sincerely, NA4 N kb", Martin P. Malecha s3m Enclosures cc: Daniel J. Donahue, City Manager Kirk McDonald, Management Asst. Steven A. Sondrall, Esq. ENTRY AGREEMENT AND CERTIFICATE OF TEMPORARY CONSTRUCTION EASEMENT The undersigned, owners of the property legally described as: Lot 3, Mork - Campion Manor, Hennepin County, Minnesota, also known as 4941 Winnetka Avenue North, New Hope, Minnesota, do hereby consent to the entry by the C i t y of New Hope, its desi gnat ed agents and assigns and by the general contractor employed by the City, its subcontractors and agents, onto the property described above for the purpose of construction of a public improvement in the form of a storm sewer. The undersigned owners also agree to provide the City with a permanent drainage and utility easement for said storm sewer when the construction is complete. Said permanent drainage and utility easement is expected to be located as set forth on the attached Sketch of Construction Easement Location, but the owners agree that the City in its sole discretion shall construct the storm sewer in the location deemed most appropriate by the City Engineer. Upon completion of construction, the owners agree to provide the City with a permanent drainage and utility easement 15 feet in width, centered upon the storm sewer as constructed. The undersigned owners hereby agree to permit the entry and use of the above - described property by the City of New Hope and its designated agents for the purpose set forth herein. As part of this Agreement, the undersigned agree to remove all bushes, fences, storage sheds, swing sets, and any other other such items from the area of the easement set forth on the Sketch of Construction Easement Location, prior to August 10, 1 992 . If such items are not removed prior to August 10, 1992, the undersigned agree that the City may remove said items, the City shall not be responsible or liable for the condition or restoration of said items, and the undersigned will pay the cost to the City to remove said items. The City of New Hope, its agents and assigns, and the general contractor, agree that at the conclusion of construction of the storm sewer the above - described property will be restored to a condition equivalent to or better than its condition as of the date of this agreement, except that the City will not be responsible for replacing or restoring the bushes, fences, storage sheds, swing sets and any other such items addressed in the preceding paragraph. This Temporary Construction Agreement shall remain in effect until October 31, 1992, and at such time it will automatically terminate and be null and void without notice or without further action by any party hereto, but the provisions regarding owner's obligation to provide a permanent easement will continue in effect until said permanent easement is provided. In consideration for this easement and the permanent easement described above, the City of New Hope agrees to construct said storm sewer without specially assessing the undersigned property owners. Dated this day of cc 1992. PROPERTY OWNERS: CITY OF NEW HOPE, A MINNESOTA MUNIC.PPAL CORPORATION NO s Q � 1 20 , 19 ' 11 � 21 NOTE: ALL FENCES V4LL E REMOVED 15 AND RECONSTRUC BY PROPER 0L c RE IN FOLLOWNG "— CONSTRUCTION. 1 d SAVE ALL EXISTI TREES UNLESS 011-iERt1'I NOTED. 17 18 16 SAWCUT AND REMO'�rc- EAST 5' OF EX- BITUMINOUS � - --r 9 COURT & SOD r.� REMOVE EX. o r*cz ASH IREE, .`,1 L" ► ` YD -106 2 � TZ —v - w YD -102 NOT IN ALT. r.: 6 } -105 `_ per- �_ 104 3 : �YD 03" • I -� 7 . 15 ORAI GE & UTILITY SEMENT ALTERNATIVE AL bNMENT 'B _ < r �- VV�nnef�Ca A ve. N. -- }- -------- - - - - -- - `.! ', - ALTERNATIVE ALIGNI 1oT ° A (Co. Rd. 156) I _ 1, t,4H -101B :; = A4H -101A NOTE: CONCRETE REMOVAL AND PATCH SHALL BE IN ��' ss off', -__ ACCORDANCE YrTrH HENN. CO. PERIfIT AND PLATES SP -1 CONSTRUCT MH -1018 Lc1°3 CONSTRUCT MH -101A SP -2 AND SP -3 IN THE SPECIFICATIONS. NOTIFY COUNTY 15' RCP OVER EX. 15' RCP � n MAINTENANCE DEPT BEFORE WORKING WITHIN ROW. TRAFFIC CONTROL FOR MH -101 CONSTRUCTION SHALL BE OPEN CUT RE PATC CUT H CONCRETE P E IN ACCORDANCE WITH 1.1fUTCD APPENDIX B. PATCH CONCRETE ATC H W. Sli4VC,L;T AND PATCH CONC. DVlY. AND WALK AS DIRECTED - I I t 4909-4941 ETA AVE. E fcrly: 1. L 12" SHAU 8E PzRFORATED TRAIN PIPE (SEE DL"ITeML) Ex ► EXCEPT AS NOTED ! N. r'Y ti!n SKETCH OF CONSTRUCTION EASEMENT LOCATION - 1 20 19 NOTE: ALL FENCES WILL - RECONSTRUC O Y HERS— R E , CONSTRUCTION. SAVE ALL EXISTIN UNLESS OTHERWIS 17 18 SAWCUT AND REMOVE EAST 5' OF EX. BITUMINOUS ' COURT 8c SOD r REMOVE EX. A TREE � j t -.- ' \ 104 -pAho 4 YD __9 .1 ALTERNATIVE ALI NMENT "B "-- �_�s �c �� MH�1 ©1B CONSTRUCT MH• -101 B -- " OV�R EX. - 15" - - R CP --------- BALL BE 3. BE REMOVED ED BY PROPER ,ND FOLLOWING TREES NOTED. 21 \YD-106 ^ r ✓ � 1 YD -- K� + � t a--- .�---~ NOT IN ALT. „ 03 1 �w- - Z I 1 r I L_______- ,,� - -- � ► 15 DRAIN GE & �I 1 Ye UTILITY E SEMENT — ALTERNATIVE ALIGI� NT MH -101A > -- > - - -- " " , - -CONSTRUCT MH-101A -- OVER EX_ -15 "--RCP _.._p a OPEN CUT AND- -J OPEN CUT AND PATCH CONCRETE PATCH CONCRETE SAWCUT AND PATCH CONC. DWY. AND WALK AS DIRECTED, SKETCH OF CONSTRUCTION EASEMENT LOCATION - 2 1 ---------------------------------------- �r ENTRY AGREEMENT AND CERTIFICATE OF TEMPORARY CONSTRUCTION EASEMENT The undersigned, owners of the property legally described as: Lot 4, Mork - Campion Manor, Hennepin County,'Minnesota, also known as 4933 Winnetka Avenue North, New Hope, Minnesota, do hereby consent to the entry by the City of New Hope, its designated agents and assigns and by the general contractor employed by the City, its subcontractors and agents, onto the property described above for the purpose of construction of a public improvement in the form of a storm sewer. The undersigned owners also agree to provide the City with a permanent drainage and utility easement for said storm sewer when the construction is complete. Said permanent drainage and utility easement is expected to be located as set forth on the attached Sketch of Construction Easement Location, but the owners agree that the City in its sole discretion shall construct the storm sewer in the location deemed most appropriate by the City Engineer. Upon completion of construction, the owners agree to provide the City with a permanent drainage and utility easement 15 feet in width, centered upon the storm sewer as constructed. The undersigned owners hereby agree to permit the entry and use of the above - described property by the City of New Hope and its designated agents for the purpose set forth herein. As part of this Agreement, the undersigned agree to remove all bushes, fences, storage sheds, swing sets, and any other other such items from the area of the easement set forth on the Sketch of Construction Easement Location, prior to August 10, 1992. If such items are not removed prior to August 10, 1992, the undersigned agree that the City may remove said items, the City shall not be responsible or liable for the condition or restoration of said items, and the undersigned will pay the cost to the City to remove said items. Removal of the ash tree as indicated on the Sketch and replacement with sod will be part of the project cost and not charged to the property owners. The City of New Hope, its agents and assigns, and the general contractor, agree that at the conclusion of construction of the storm sewer the above - described property will be restored to a condition equivalent to or better than its condition as of the date of this agreement, except that the City will not be responsible for replacing or restoring the bushes, fences, storage sheds, swing sets and any other such items addressed in the preceding paragraph. This Temporary Construction Agreement shall remain in effect until October 31, 1992, and at such time it will automatically terminate and be null and void without notice or without further action by any party hereto, but the provisions regarding owner's obligation to provide a permanent easement will continue in effect until said permanent easement is provided. In consideration for this easement and the permanent easement described above, the City of New Hope agrees to construct said storm sewer without specially assessing the undersigned property owners. Dated this day of , 1992. PROPERTY OWN ,RS: CITY OF NEW HOPE, A MINNESOTA MUNICIP L CORPORATION B Y e:"� I By Its -1 11 10 Z i� is E TERNATIVE AUGt�%NT ° A NOTE: CONCRETE REMOVAL AND PATCH SHALL BE IN �EX f5 ��, _ MH-101B ACCORDANCE VUH HENN. CO. PERMIT AND PLATES SP - 1 CONSTRUCT MH - 1018 SP - AN SP - IN THE SPECIFICATIONS. NOTIFY COUNTY GVj �a - R EX_ 1 RCP f 1r441NTENANCE DEPT. BEFORE WORKING YATHIN RCN. � W nnetka Ave. N ALTERNATIVE AL cr-- -- � 1 zo � 19 21 NOTE- ALL FENCES WLL L REMOVED 1 5 AND RECONSTRUC D BY PROPER 0 F, L h Cc RE FOLLMVi tiIG CONSTRUCTION. SAVE ALL EXISTIN TREES UNLESS OTHERYA NOTED. 17 18 16 SAWCUC AND REMOVE EAST 5` OF EX. BITUMINOUS COURT & 500 f r -� R Ex. ;f ASH TREE O rxn 0A L i t TRAFFIC CON ROk FOR MH -101 CONSTRUCTION SiTALL BE IN ACCORDANCE IKTFf4 MnDOT MLEUTCD APPENDIX B. I t OPEN CUT AND- -' PATCH CONCRETE 4909 -4941 WNN t E NGTE: L 12 P }RFORATI Q hi PtPE� {SEE 0 i� I EPT AS N07E0 H -101A – >-____ ___._ > >—.. ..—� �— CONSTRUCT MH -101A OVER EX. 15' RCP 0 a OPEhI CUT AND PATCH CONCRETE SAWCUT AND PATCH CONC. DYIY. AND WALK AS DIRECTED- ` ETKA AVE. N. IP : -n SKETCH OF CONSTRUCTION EASMENT LOCATION — 1 f ? 2 XYD -106 f ^� YD -102 NOT IN ALT. \� 104 '�� if.'. -- f• - � ' S� 3 r" i- --=- `'YD 03`r 1 r_ 15' DRAIN AGE & € UTILITY SEMENT NMENT 'B TERNATIVE AUGt�%NT ° A NOTE: CONCRETE REMOVAL AND PATCH SHALL BE IN �EX f5 ��, _ MH-101B ACCORDANCE VUH HENN. CO. PERMIT AND PLATES SP - 1 CONSTRUCT MH - 1018 SP - AN SP - IN THE SPECIFICATIONS. NOTIFY COUNTY GVj �a - R EX_ 1 RCP f 1r441NTENANCE DEPT. BEFORE WORKING YATHIN RCN. � W nnetka Ave. N ALTERNATIVE AL cr-- -- � 1 zo � 19 21 NOTE- ALL FENCES WLL L REMOVED 1 5 AND RECONSTRUC D BY PROPER 0 F, L h Cc RE FOLLMVi tiIG CONSTRUCTION. SAVE ALL EXISTIN TREES UNLESS OTHERYA NOTED. 17 18 16 SAWCUC AND REMOVE EAST 5` OF EX. BITUMINOUS COURT & 500 f r -� R Ex. ;f ASH TREE O rxn 0A L i t TRAFFIC CON ROk FOR MH -101 CONSTRUCTION SiTALL BE IN ACCORDANCE IKTFf4 MnDOT MLEUTCD APPENDIX B. I t OPEN CUT AND- -' PATCH CONCRETE 4909 -4941 WNN t E NGTE: L 12 P }RFORATI Q hi PtPE� {SEE 0 i� I EPT AS N07E0 H -101A – >-____ ___._ > >—.. ..—� �— CONSTRUCT MH -101A OVER EX. 15' RCP 0 a OPEhI CUT AND PATCH CONCRETE SAWCUT AND PATCH CONC. DYIY. AND WALK AS DIRECTED- ` ETKA AVE. N. IP : -n SKETCH OF CONSTRUCTION EASMENT LOCATION — 1 Nx 19 NOTE: ALL FENCES WILL ---,,AND RECONSTRUC �O_WN_E -- BZEQRE , CONSTRUCTION. SAVE ALL EXISTIN UNLESS OTHERWI- 17 SAWCUT AND REMOVE EAST 5' OF EX. BITUMINOUS COURT & SOD REMOVE EX. ASH TREE--7 COURT It, ko YD-102 104 1 104 r" YD- ----------- A LT E R N ATIVE ALI NMENT "B"—/ -------------------- o ---------- ___ - - -__ - - - - -- _4 91 15' Rcp:, MH-101B CONSTRUCT MH-101B--- OV;R — EX. — 1 5 " R CP ---------- HALL BE 8. ---------- ---- 04� i ---------- 3E REMOVED ED BY PROPER ND FOLLOWING TREES NOTED. 21 YD-106 NOT IN ALT, "B" T - � - 15 DRAIN GE UTILITY E*SEMENT c w ALTERNATIVE_ ALIGq' " A MH-101A " 'l — CONSTRUCT MH \ --- OVER __ RCP — __ © 0 OPEN CUT AND OPEN CUT AND PATCH CONCRETE PATCH CONCRETE SAWCUT AND PATCH CONC. DWY. AND WALK AS DIRECTED. I SKETCH OF CONSTRUCTION EASEMENT LOCATION — 2 1 --------------------------------------------------------------- ----------------------------------------- 3E REMOVED ED BY PROPER ND FOLLOWING TREES NOTED. 21 YD-106 NOT IN ALT, "B" T - � - 15 DRAIN GE UTILITY E*SEMENT c w ALTERNATIVE_ ALIGq' " A MH-101A " 'l — CONSTRUCT MH \ --- OVER __ RCP — __ © 0 OPEN CUT AND OPEN CUT AND PATCH CONCRETE PATCH CONCRETE SAWCUT AND PATCH CONC. DWY. AND WALK AS DIRECTED. I SKETCH OF CONSTRUCTION EASEMENT LOCATION — 2 1 --------------------------------------------------------------- ----------------------------------------- ENTRY AGREEMENT AND CERTIFICATE OF TEMPORARY CONSTRUCTION EASEMENT The undersigned, owners of the property legally described as: Lot 5, Mork - Campion Manor, Hennepin County, Minnesota, also known as 4925 Winnetka Avenue North, New Hope, Minnesota, do hereby consent to the entry by the City of New Hope, its designated agents and assigns and by the general contractor employed by the City, its subcontractors and agents, onto the property described above for the purpose of construction of a public improvement in the form of a storm sewer. The undersigned owners also agree to provide the City with a permanent drainage and utility easement for said storm sewer when the construction is complete. Said permanent drainage and utility easement is expected to be located as set forth on the attached Sketch of Construction Easement Location, but the owners agree that the City in its sole discretion shall construct the storm sewer in the location deemed most appropriate by the City Engineer. Upon completion of construction, the owners agree to provide the City with a permanent drainage and utility easement 15 feet in width, centered upon the storm sewer as constructed. The undersigned owners hereby agree to permit the entry and use of the above - described property by the City of New Hope and its designated agents for the purpose set forth herein. As part of this Agreement, the undersigned agree to remove all bushes, fences, storage sheds, swing sets, and any other other such items from the area of the easement set _forth on the Sketch of Construction Easement Location, prior to August 10, 1992. If such items are not removed prior to August 10, 1992, the undersigned agree that the City may remove said items, the City shall not be responsible or liable for the condition or restoration of said items, and the undersigned will pay the cost to the City to remove said items. Removal of the East 5 feet of the bituminous court and replacement with sod will be part of the project cost and not charged to the property owners. The City of New Hope, its agents and assigns, and the general contractor, agree that at the conclusion of construction of the storm sewer the above - described property will be restored to a condition equivalent to or better than its condition as of the date of this agreement, except that the City will not be responsible for replacing or restoring the bushes, fences, storage sheds, swing sets and any other such items addressed in the preceding paragraph. This Temporary Construction Agreement shall remain in effect until October 31, 1992, and at such time it will automatically terminate and be null and void without notice or without further action by any party hereto, but the provisions regarding owner's obligation to provide a permanent easement will continue in effect until said permanent easement is provided. In consideration for this easement and the permanent easement described above, the City of New Hope agrees to construct said storm sewer without specially assessing the undersigned property owners. Dated this �S4nrd-� day of �cr 1992 . PROPERTY OWNERS: CITY OF NEW HOPE, A MINNESOTA MUNICI CORP RATION By L I t .-- S �Q - tr�✓1�'"� $ y L Its }�zra5ra s- - `1 � • � ail Fee ue.s e4r, , 5 1 6 e, ��ml l !SOY t h _ 1 o " 4 S ! o " c4^ �'GG -r G� 2v /c° �✓ U' " - F. -T A' lie Cc�a�E' 7O - eh24 �e /eketo • e "5 ' Za /G Co' -j e �� 4!t - Vs wA e'e fills 501'1 v L e- e�q `` 1' ' A'k-* A0 c✓ fvt oc re,,Ac•,� S, ld be re kKow i .Q MAINTENANCE DEPT. BEFORE WORKING YATH)N ROW. TRAFFIC CONTROL FOR MH -101 CONSTRUCTION SHALL BE IN ACCORDANCE WIT14 hJ.nDOT WVUTCD APPENDIX B. I I OPEN CUT AND - PATCH CONCRETE OVER EX. 15 RCP O 0 OPEN CUT AND PATCH CONCRETE SAWC.UT AND PATCH CONC. DYtY. AND WALK AS DIRECTED_ -9 09 -9 41 VVINNETKA AVE. f I I I I E f CITE; L 12" S BE PVRFORATEfl i RAIN PIP, {SEE OEljtit) Ex xCEPT AS r;t?TED - J SKETCH OF CONSTRUCTION EASDMT LOCATION - 1 N . 1 20 1 19 21 L NOTE- ALL FENCES WILL REM 15 AND RECONSTRUC ED BY PROPER. 01r— c - RE J ND FOLLOtMNG -- CONSTRUCTION. 1 SAVE ALL EXISTI TREES UNLESS OTHERYA NO T EO. 17 18 16 SAt4CUT AND REMO`+tE. EAST 5' ; OF EX. BITUMINOUS 9 COURT & SOD REMOVE EX. f \ rtf �} � ' ou. nt mn ; ASH TREE �= m? -- 1 � 1 ► �� ty�" 1 ; mar, 2 l YD -106 ' NOT IN ALT. ' 10� 6 } -105 .F r-- --,. - Y p Y6 104 : �YD 3 r'.. 7 4 t 03 `' 15' ORAL GE I J l EkEMENT - UTILITY Win netko Ave. N ALTERNATIVE AL LAMENT 'B' - - -- - - - - - - -- . _ '.'. ', AUGN�% N `t& .A (C Rd. ! _ NOTE_ CONCRETE REMOVAL AND PATCH SHALL BE IN G F< 15' sir I- 4H -- v1016 �. lH -101A ',_ : - „?, y - -^ —y T -�-- ^ ACCORDANCE )rTTH SP -2 AN SP - HENN. CO. PERV..TT AND PLATES SP -1 IN THE SPECIFTCATiONS. NOTIFY COUNTY CON`STRDCT -101$ ``f ' El � CONSTRUCT E�EH -tOtA TRAFFIC CONTROL FOR MH -101 CONSTRUCTION SHALL BE IN ACCORDANCE WIT14 hJ.nDOT WVUTCD APPENDIX B. I I OPEN CUT AND - PATCH CONCRETE OVER EX. 15 RCP O 0 OPEN CUT AND PATCH CONCRETE SAWC.UT AND PATCH CONC. DYtY. AND WALK AS DIRECTED_ -9 09 -9 41 VVINNETKA AVE. f I I I I E f CITE; L 12" S BE PVRFORATEfl i RAIN PIP, {SEE OEljtit) Ex xCEPT AS r;t?TED - J SKETCH OF CONSTRUCTION EASDMT LOCATION - 1 N . 20 19 NOTE: ALL FENCES WILL AND RECONSTRUC 0 WNER R E , CONSTRUCTION. SAVE ALL EXISTIN UNLESS OTHERWI' t 1 , t 17 18 SAWCUT AND REMOVE EAST 5' COURT & I SOD REMOVE EX. ASH TREE- i t I , t � I I � j ' 1 104 � p -�,I i4� A, 'YD- f t t I I ALTERNATIVE ALIGNMENT "B" p---- - - - - -- .. »._,..__ - - - - -- YD --102 . t t t , i r t , t _ t t t 3E REMOVED ED BY PROPER ND FOLLOWING TREES NOTED, 21 I ---------- 4 r ,. � ALTERNATIVE ALIGi��KIENT "A AMH-101 A CONSTRUCT M H --101 A - ___ ---- ---- ------ - --- - ----- OVER EX 15" RCP - Q o �_�s 'IcI MH -10 1B CONSTRUCT MH --101 B r—'`' OV�R EX. - 15 " RCP - --------- HALL BE B. OPEN CUT AND OPEN CUT AND PATCH CONCRETE PATCH CONCRETE SAWCUT AND PATCH CONC. DWY. AND WALK AS DIRECTED. i SKETCH OF CONSTRUCTION EASE E T LOCATION - 2 ------------------------------------ -- - - - - - -- - - - -- I -^ K t� Y D —1 l Y . r NOT I N ALT. ------------ ..i DRAIN GE & ,-�---15' UTILITY EASEMENT I ---------- 4 r ,. � ALTERNATIVE ALIGi��KIENT "A AMH-101 A CONSTRUCT M H --101 A - ___ ---- ---- ------ - --- - ----- OVER EX 15" RCP - Q o �_�s 'IcI MH -10 1B CONSTRUCT MH --101 B r—'`' OV�R EX. - 15 " RCP - --------- HALL BE B. OPEN CUT AND OPEN CUT AND PATCH CONCRETE PATCH CONCRETE SAWCUT AND PATCH CONC. DWY. AND WALK AS DIRECTED. i SKETCH OF CONSTRUCTION EASE E T LOCATION - 2 ------------------------------------ -- - - - - - -- - - - -- I AUG 0 7 1992' ENTRY AGREEMENT AND CERTIFICATE OF TEMPORARY CONSTRUCTION EASEMENT The undersigned, owner of the property legally described as: Lot 6, Mork - Campion Manor, Hennepin County, Minnesota, also known as 4917 Wi nnet ka Avenue North, New Hope, Minnesota, does hereby consent to the entry by the City of New Hope, its designated agents and assigns and by the general contractor employed by the City, its subcontractors and agents, onto the property described above for the purpose of construction of a public improvement in the form of a storm sewer. The undersigned owner also agrees to provide the City with a permanent drainage and utility easement for said storm sewer when the construction is complete. Said permanent drainage and utility easement is expected to be located as set forth on the attached Sketch of Construction Easement Location, but the owner agrees that the City in its sole discretion shall construct the storm sewer in the location deemed most appropriate by the City Engineer. Upon completion of construction, the owner agrees to provide the City with a permanent drainage and utility easement 15 feet in width, centered upon the storm sewer as constructed. The undersigned owner hereby agrees to permit the entry and use of the above- described property by the City of New Hope and its designated agents for the purpose set forth herein. As part of this Agreement, the undersigned agrees to remove all bushes, fences, storage sheds, swing sets, and any other other such items from the area of the easement set forth on the Sketch of Construction Easement Location, prior to August 10, 1992. If such items are not removed prior to August 10, 1992, the undersigned agrees that the City may remove said items, the City shall not be responsible or liable for the condition or restoration of said items, and the undersigned will pay the cost to the City to remove said items. The City of New Hope, its agents and assigns, and the general contractor, agree that at the conclusion of construction of the storm sewer the above- described property will be restored to a condition equivalent to or better than its condition as of the date of this agreement, except that the City will not be responsible for replacing or restoring the bushes, fences, storage sheds, swing sets and any other such items addressed in the preceding paragraph. This Temporary Construction Agreement shall remain in effect until October 31, 1992, and at such time it will automatically terminate and be null and void without notice or without further action by any party hereto, but the provisions regarding owner's obligation to provide a permanent easement will continue in effect until said permanent easement is provided. In consideration for this easement and the permanent easement described above, the City of New Hope agrees to construct said storm sewer without specially assessing the undersigned property owner. Dated this 4 day of Z 1992. PROPERTY OWNER: CITY OF NEW HOPE, A MINNESOTA MUNICIPAL CORPORATION By It fm Z 19 17 21 NOTE: ALL FENCES Y6LL E PEMOVED � AND RECONS TRUCK BY PROPER 0 = cP.S B`QRE �` <D FOLLOW;NG coNSTRU!T10y. SAVE ALL EXISTIN 3 TREES 1D UNLESS OTHERt" NO t t_0. 17 18 16 W'CUT AND REWO EAST 5' OF EX. BITUMMINOUS ' -- COt3':T & SOD REMOVE EX.'} ASH ?RE F?_ YD -106 YD- 102 � ''J ''� �; f " - •'s —�". {� taw Y — '— ��-- , NOT IN ALT. s `05 `-� i- - YD 03' 15' DRAIN GE & UTILITY SEME ALTERNATIVE AL ra�1ENT' 'B' < W nnetke Ave. N. T; . - - (C o. Rd. 156) 0 -- - - -- -- -- /- : LT ERNATIVE x.uctR' pfc NOTE: CONCRETE REMOVAL AND PATCH SHALL BE IN �iH�101B - 1QiA REMOVAL E.- I T arse ACCORDI'vNCE Vt HENN. CO. PERMIT AND PLATES SP -1 SP -2 D SP -3 tit THE SPECIFICATtONS. NOTIFY COUNTY CONST MH -1018 CONSTRUCT MH -101A A.N J4gNTEW4CE DEPT- BEFORE WORKING WITHIN ROW. OVER EX 1 R OVER EX. 15 RCP (3 t TRAFFIC CON';ROL FOR MP -101 CONSTRUCTION SHALL 8E IN ACCC?DAfr'CE WTH VnDOT MVt TCD APPENDIX S. I I 4q-09-4941 vv NNETKA AV. E. N. NOTE-: F"LL 12" S a� E P RFORATE t DRAIN PIP (SEE D IL) c EXCEPT AS NOTED SKPT('TT ()Ti' rr)NTCTRTT( TT()TT - r A Q M�TT,'N7P T r)r ATT()T\T - OPEN CUT AND PATCH CONCRETE GWENT CUT AND PATCH CONCRETE SAWCUT A'ND PATCr CONIC, D WY. AND i WALK AS DIRECTED_ i we 19 NOTE: ALL FENCES WILL AND RECONSTRUC CONSTRUCTION. SAVE ALL EXISTIN UNLESS OTHERWIS 17 is SAWCUT AND REMOVE EAST 5' SA AND S /R WCUT EA 5 REMOVE T COU & 3 OF EX. BITUMINOUS S OD S RE M O VE _X. EMOVE EX. S T E ASH TREE -7 111 It 4 1041 YD - ---------- y b. LTERNATIVE ALIPNMENT "B o --------- _ -- ....._.W. 7l YD-102 II L ---- ---- 3E REMOVED ED BY PROPER ND FOLLOWING TREES NOTED. I l e YD-106 k NOT IN ALT, L - -------------- —15' DRAIN UTILITY E� 21 \GE ck SEMENT 1w = ALIGNti1 NT A e �x. 15r Rcp MH__101B 1' � ;�MH --1 A CONSTRUCT MH-1018 MH-101A OVER EX. 15" RCP 7 R EX 15" ov � ------ ---- -------- -------- IALL BE OPEN CUT A OPEN CUT AND PATCH CONCRETE PATCH CONCRETE ZSAWCUT AND PATCH CONC. DWY. AND WALK AS DIRECTED. SKETCH OF CONSTRUCTION EASn= LOCATION - 2 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------- -------------------------------------------------- - I I I 1 - 1 ---------- I Originating Department City Manager Kirk McDonald By:Management Assistant Approved for Agenda 7 -26 -93 Agenda Section Consent Item No. 6.15 RESOLUTION ACCEPTING EASEMENT FOR CONSTRUCTION AND MAINTENANCE OF PUBLIC IMPROVEMENT AT 4925 WINNETKA AVENUE NORTH (IMPROVEMENT PROJECT NO. 483) The enclosed resolution accepts an easement at 4925 Winnetka Avenue North, one of the four properties involved in the 1992 Backyard Drainage Improvement Project at 4917 -4925 Winnetka Avenue North. This particular property has been sold and it is important to get the easement approved /recorded as soon as possible. Staff recommends approval of the Resolution Accepting Easement for Construction and Maintenance of Public Improvement at 4925 Winnetka Avenue North (Improvement Project No. 483). WE Review: Administration: Finance: RESOLUTION NO. 93- RESOLUTION ACCEPTING EASEMENT FOR CONSTRUCTION AND MAINTENANCE OF PUBLIC IMPROVEMENT AT 4925 WINNETKA AVENUE NORTH ( #483) BE IT RESOLVED by the City Counc i 1 of the City of New Hope as follows: 1. That a certain easement for construction and maintenance of public improvements relating to a drainage and utility easement has been obtained from Steven and Mary Bunnell in connection with the backyard drainage project at 4917 - 4925 Wi nnet ka Avenue North, a copy of which easement is attached as Exhibit A. That said easement involves certain covenants and agreements on the part of the City. That acceptance of said easement is necessary for the successful construction and maintenance of the storm sewer and any future utilities. 2. It is hereby found and determined that this Council accepts the Easement for Construction and Maintenance of Public Improvement from Steven and Mary Bunnell. Dated the 26th day of July 1993. Edw. Erickson, Mayor Attest Valerie Leone, City Clerk EASEMENT FOR CONSTRUCTION AND MAINTENANCE OF PUBLIC IMPROVEMENT THIS INDENTURE, executed on the 15 day of ( , 1993, between STEVEN B. BUNNELL and MARY B. BUNNELL, hu band and wife (herein 'First Party ") and the CITY OF NEW HOPE, a Minnesota Municipal corporation (herein "City "). WHEREAS, First Party is the fee owner of real property located in Hennepin County, Minnesota, legally described as (herein "Property "): Lot 5, except the East 7 feet therof, Block 1, Mork - Campion Manor, according to the plat thereof on file or of record in the Office of the Registrar of Titles in and for said County, WHEREAS, the City wishes to obtain a drainage and utility easement over, under and across said Property, WITNESSETH; That the First Party in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration to it in hand paid by the City, the receipt of which is hereby acknowledged, does hereby grant, bargain and convey unto the said City, its successors and assigns, forever, a permanent easement over, under and across the easement tract described below, including full and free right and authority to enter upon and make such use of the said easement tract as is reasonably necessary and advisable in the construction, maintenance and operation of drainage and public utilities. The permanent easement herein granted for drainage and utility purposes is situated over, under and across a tract of land (the easement tract) located in Hennepin County, Minnesota, legally described: A permanent easement 15 feet in width, over, under and across a portion of the Property, the centerline of said easement being described as follows: Commencing at the Northeast corner of the Property, thence South 88o 44' 40" West a distance of 74.88 feet to the point of beginning of said easement, thence South 02o 47' 06" West to the south line of the Property and there terminating. Steven B. Bunnell - JAUWA Mary B. B nnel l f, R STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing was acknowledged before me this 1l> day of �TcLCt 1993, by Steven B. Bunnell, husband of- Mary. Bunnell. fRED*RICKA L. EIOE Notary Public tWAAW PUBW • MtN H ENrwtr CO UNTY MY Q " *W E oe" PtN fin+ t/VW STATE OF MINNESOTA } ) ss. C NTY OF HENNEPIN ) The foregoing was acknowledged before me this day of 1993, by Mary B. Bun ell, wif of ven B. nnell. BETTY P. SCORE NOTARY PUBLIC- MINNESOTA HENNEPIN COUNTY No a ry Pu My Commission Expires Oct. 28,1998 This Document was Drafted by: CORRICK & SONDRALL, a Partnership of Professional Corporations 8525 Edinbrook Crossing, #203 Brooklyn Park, MN 55443 (612) 425 -5671 I, the undersigned, being the duly qualified and acting Clerk of the City of New Hope, Minnesota, hereby certify that the Council of said City has duly accepted the foregoing easement. Dated: City Clerk c: \wp51 \cnh \easement.bun cc: Daniel J. Donahue COPY FOR Valerie Leone (w/enc4 T141S 4 IS Steven A. Sondrall, Esq:'- CORMCK & SONDPALL A PARTNERSHIP OF PROFESSIONAL CORPORATIONS LAWYERS CORRICK LAW OFFICES, P.A. LEGAL ASSSTANTS Edinburgh Executive Office Plaza WILLIAM J. CORRICK STEVEN A. SONDRALL, P.A. 8525 Edinbrook Crossing LAVONNE E. KESKE STEVEN A.SONDRALL MICHAEL R. LAFLEUR SHARON D. DERBY Suite #203 MARTIN P.MALECHA Brooklyn Park, Minnesota 55443 WILLIAM C. STRAIT TELEPHONE (612) 425-6671 FAX (612) 425-5867 July 2 4 1, 1993 Mr. Kirk McDonald Management Asst. tY of New Hope 4401 Xylon Avenue North New Hope, MN 55428 RE: Backyard Drainage 4917-25 Winnetka Our File NO: 99.64833 cc: Daniel J. Donahue COPY FOR Valerie Leone (w/enc4 T141S 4 IS Steven A. Sondrall, Esq:'- COUNCIL Originating Department Approved for Agenda Agenda Section City Manager Consent 1 Kirk McDonald -93 Item No. BY: Management _Assistant BY 6.8 MOTION APPROVING FINAL PAY REQUEST TO SUNRAM LANDSCAPING FOR 1992 BACKYARD DRAINAGE IMPROVEMENT PROJECTS (IMPROVEMENT PROJECTS #482 AND #483) IN THE AMOUNT OF $4,466.27 This is the final pay request from Sunram Landscaping for the 1992 Backyard Drainage Improvement Projects, which included the Flag Avenue /47 -1/2 Avenue Backyard Drainage Improvements (Improvement Project No. 482) and the 49th Avenue/Winnetka Avenue Backyard Drainage Improvements (Improvement Project No. 483). The final request is in the amount of $4,466.27. The original contract amount was $46,427.00 and the final contract amount is $49,425.45. The final amount is approximately $3,000 or 6.4% over the contract amount due to minor differences between estimated quantities bid and actual quantities used. The City Engineer has indicated that the work on this project has been satisfactorily completed and recommends approval of the final payment. Staff recommends approval of a motion approving the final pay request to Sunram Landscaping for Backyard Drainage Improvement Projects No. 482 and No. 483 in the amount of $4,466.27. MOTION BY SECOND BY TO: - -r/ - Review: Administration: Finance: COUNCIL Originating Department Approved for Agenda Agenda Section City Manager I I Consent Kirk McDonald 1 10 -94 Item No. By: Management Assistant By: 6.10 RESOLUTION ACCEPTING EASErTS FOR CONSTRUCTION AND MAINTENANCE OF PUBLIC IMPROVEMENT AT 917 AND 4933 WINNETKA AVENUE NORTH (IMPROVEMENT PROJECT NO. 483) The enclosed resolution accepts easements for the final two properties involved in the backyard drainage project at 4917 -25 Winnetka Avenue North (Improvement Project No. 483). The Council previously accepted a permanent easement for the property at 4925 Winnetka and the enclosed resolution accepts easements for the properties at 4933 and 4917 Winnetka. Acceptance of these easements by the Council and recording of these documents will complete the drainage project. Staff recommends approval of the resolution. MOTION BY (�� ' 1 / 111 1 / — SECOND BY L -x `" TO: t Review: Administration: Finance: • I� I RESOLUTION NO. 94 -07 RESOLUTION ACCEPTING EASEMENTS FOR CONSTRUCTION AND MAINTENANCE OF PUBLIC IMPROVEMENT AT 4917 AND 4933 WINNETKA AVENUE NORTH BE IT RESOLVED by the City Counci 1 of the City of New Hope as follows: 1. That certain easements for construction and maintenance of public improvements relating to a drainage and utility easement has been obtained from certain property owners in connection with the backyard drainage project at 4917 - 4925 Winnetka Avenue North. The following easements have been obtained: Property Address 4917 Winnetka Avenue No. 4933 Winnetka Avenue No. Property Owners Calvin L. Herman Paul and Karen Barland Copies of said easements are attached as Exhibit A. That said easements involve certain covenants and agreements on the part of the City. That acceptance of said easements are necessary for the successful construction and maintenance of the storm sewer and any future utilities. 2. It is hereby found and determined that this Council accepts the attached Easements for Construction and Maintenance of Public Improvement from Calvin L. Herman and Paul and Karen Barland. Dated the 10th day of January , 1994. Edw. J � Erickson � ,M a y � ® At t est Valerie Leone, City Clerk CORRICK & SONDRALL, P.A. ATTORNEYS AT LAW STEVEN A SONDRALL LECAL AS£,JSTAN S MICHAEL R. LAFLEUR Edinburgh Executive Office Plaza MARTIN P. MALECHA LAVONNE E. KESKE WILLIAM C STRAIT 8525 Edinbrook Crossing SHARON D DERBY Suite #203 Brooklyn Park, Minnesota 55443 TELEPHONE (612) 425-5671 FAX (612) 425-5867 January 3, 1994 Kirk McDonald Management Asst. City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 RE: Backyard Drainage 4917 - 25 Winnetka Our File No. 99.64833 Dear Kirk: Enclosed for consideration at the next Council meeting is a Resolution Accepting Easements for the final two properties involved in the backyard drainage project at 4917-25 Winnetka Avenue North. The Council previously accepted a permanent easement from the Bunnells at 4925 Winnetka. The enclosed involve easements from the Barl ands at 4933 Winnetka and Cal Herman at 4917 Winnetka. Acceptance by the Council and recording of these documents will complete the drainage project. I will send the two original of each easement with Steven to the Council meeting. After Council acceptance, perhaps Valerie could sign all copies of the easements and also affix the City Seal to each. Then return both copies to me for recording. Be sure to call if you have any questions. Sincerely, Martin P. Mal echa Asst. New Hope City Attorney s3m Enclosures cc: Daniel J. Donahue Valerie Leone (w/enc) Steven A. Sondrall, Esq. CORRICK & SONDRALL, P.A. ATTORNEYS AT LAW STEVEN A SONDRALL MICHAEL R. LAFLEUR Edinburgh Executive Office Plaza MARTIN P MALECHA WILLIAM C. STRAIT 8525 Edinbrook Crossing Suite *203 Brooklyn Park, Minnesota 55443 TELEPHONE (612) 425-5671 FAX (612) 425-5867 February 1, 1994 Valerie Leone City Clerk City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 RE: Backyard Drainage Easement, 4917 - 25 Winnetka Our File No: 99.64833 Dear Valerie: LEGAL ASSISTANTS LAVONNE E. KESKE SHARON D. DERBY Enclosed please find two copies of an Easement from Calvin Herman to the City. This easement was accepted by Resolution No. 94-07. Please d - ate and sign in the appropriate place on the second page of each copy of the easement, affix the City Seal next to your signature, and return the same to me for filing. The easements from Paul and Karen Barland were also accepted, but had previously been signed by you, so I just kept those in my file and will record them along with the other easements. Be sure to contact me if you have any questions. Sincerely, Alalv� Martin P. Malecha Asst. New Hope City Attorney s3t Enclosures r�� EASEMENT FOR CONSTRUCTION AND MAINTENANCE OF PUBLIC IMPROVEMENT THIS INDENTURE, executed on the D day of orT, , 1993, between CALVIN L. HERMAN, a single person (herein "First Party") and the CITY OF NEW HOPE, .a Minnesota Municipal corporation (herein "City "). WHEREAS, First Party is the fee owner of real property located in Hennepin County, Minnesota, legally described as (herein "Property "): Lot 6, Block 1 , Mork - Campion Manor, according to the plat thereof on file or of record in the Office of the Registrar of Titles in and for said County, WHEREAS, the City wishes to obtain a drainage and utility easement over, under and across said Property, WITNESSETH; That the First Party in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration to it in hand paid by the City, the receipt of which his hereby acknowledged, does hereby grant, bargain and convey unto the said City, its successors.and assigns, forever, a permanent easement over, under and across the easement tract described below, including_ full and free right and authority to enter upon and make such use of the said easement tract as is reasonably necessary and advisable in the construction, maintenance and operation of drainage and public utilities. The permanent easement herein granted for drainage and utility purposes is situated over, under and across a tract of land (the easement tract) located in Hennepin County, Minnesota, legally described: A permanent easement 15 feet in width, over, under and across a portion of the Property, the centerline of said easement being described as follows: Commencing at the Northeast corner of "the Property, thence South 88o 44' 40" West a distance of 87.39 feet to the point of beginning of said easement, thence South 02o 47' 06" West a distance of 7.5 feet and there terminating. STATE OF MINNESOTA ) ss. COUNTY OF HENNEPIN e foregoing was acknowledged before me this 0 -", day of h 1993, by Calvin L. Herman, a single person. lie Admft� X&y agg 0 - MWWA WWII (OM This Document was Drafted by: CORRICK & SONDRALL, a Partnership of Professional Corporations 8525 Edinbrook Crossing, #203 Brooklyn Park, MN 55443 (612) 425-5671 I, the undersigned, being the duly qualified and acting Clerk of the City of New Hope, Minnesota, hereby certify that the Council of said City has duly accepted the foregoing easement. D ate d: t212 6 Clerk c:\wp51 \cnh\easement.her 11 EASEMENT FOR CONSTRUCTION AND MAINTENANCE OF PUBLIC IMPROVEMENT THIS INDENTURE, executed on the �(J day of 1993, between PAUL F. BARLAND and KAREN J. BARLAND, husband and wife (herein "First Party ") and the CITY OF NEW HOPE, a Minnesota Municipal corporation (herein "City "). WHEREAS, First Party is the fee owner of real property located in Hennepin County, Minnesota, legally described as (herein "Property ") : Lot 4, except the East 7 feet thereof, Block 1, Mork - Campion Manor, according to the plat thereof on file or of record in the Office of the Regist, of Titles in and for said County. + WHEREAS, the City wishes to obtain a drainage and utility easement over, under and across said Property, •WITNESSETH; That the First Party in consideration of the sum of Orne Dollar ($1.00) and other good and valuable consideration to it in hand paid by the City, the receipt of which is hereby acknowledged, does hereby grant, bargain and convey unto the said City; its successors and assigns, forever, a permanent easement over, under and across the easement tract described below, including full and free right and authority to enter upon and make su,ch use of the said easement tract as is reasonably necessary and advisable in the construction, maintenance and operation of drainage and public utilities. The permanent easement herein granted for drainage and utility purposes is situated over, under and across a tract of land (the easement tract) located in Hennepin County, Minnesota, legally described: A permanent easement 15 feet in width, over, under and across a portion of the Property, the centerline of said easement being described as follows: Commencing at the Northeast corner of the Property, thence South 88° 44' 40" West a distance of 67.87 feet to the point of beginning of said easement, thence South 30 42' 05" West a distance of 57.04 feet, then South 34° ' 51" East a distance of 37.42 feet to the soutfi in( / f tiPrrty and there terminating. Paul F. Barland � Karen J. B r1arid R STATE OF MINNESOTA ) ss. COUNTY OF HENNEPIN ) �!L The foregoing was acknr ledged before me this day of C. _ 1993, by Paul F. Barland, husband of Karen J. Barland. I A 1A 1 1!rRIE J. LEONE M INNESOTA Notary P u b l i c !v .11. c p. June 12. 1994 STATE OF MINNESOTA ss. COUNTY OF HENNEPIN ) The foregoing was acknowledged before me this C day of 2G- 1993, by Karen J. Barland, wife of Paul F. Barland. . VALERIE J. L�: AE ,p N�ia.;vaj,a:_1, ;— NESOT� Notary Public ljulf�um CUM a Si tJ ; rn ra. fxp. June 12,19.94 This Document was Drafted by: CORRICK & SONDRALL, a Partnership of Professional Corporations 8525 Edinbrook Crossing, #203 Brooklyn Park, MN 55443 (612) 425 -5671 I, the undersigned, being the duly qualified and acting Clerk of the C i t y of New Hope, Minnesota, hereby certify that the Council of said City has duly accepted the foregoing easement. Dat ed : City Clerk c: \wp51 \cnh \easement.bar CORRICK & SONDRALL, P.A. ATTORNEYS AT LAW STEVEN A SONDRALL MICHAEL R. LAFLEUR Edinburgh Executive Office Plaza MARTIN R MALECHA WILLIAM CL STRAIT 8525 Edinbrook Crossing Suite #203 Brooklyn Park, Minnesota 55443 TELEPHONE (612) 425-5671 FAX (612) 425-5867 0 I I LEGAL k aSISTANTS LAVONNE E. KESKE SHARON D. DERBY I will send the two original of each easement with Steven to the Council meeting. After Council acceptance, perhaps Valerie could sign all copies of the easements and also affix the City Seal to each. Then return both copies to me for recording. Be sure to call if you have any questions. S in c Martin P. Mal echa Asst. New Hope City Attorney s3m Enclosures cc: Daniel J. Donahue Val e r i e Leone ( w / e n c Steven A. Sand ral 1 . Esq. EASEMENT FOR CONSTRUCTION AND MAINTENANCE OF PUBLIC IMPROVEMENT THIS INDENTURE, executed on the /0 " . day of Dec, , 1993, between PAUL F. BARLAND and KAREN J. BARLAND, husband and wife (herein "First Party ") and the CITY OF NEW HOPE, a Minnesota Municipal corporation (herein "City "). WHEREAS, First Party is the fee owner of real property located in Hennepin County, Minnesota, legally described as (herein "Property "): Lot 4, except the East 7 feet thereof, Block 1, Mork - Campion Manor, according to the plat thereof on file or of record in the Office of the Regist; of Titles in and for said County. WHEREAS, the City wishes to obtain a drainage and utility easement over, under and across said Property, WITNESSETH; That the First Party in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration to it in hand paid by the City, the receipt of which is hereby acknowledged, does hereby grant, bargain and convey unto the said Lity, its successors and assigns, forever, a permanent easement over, under and across the easement tract described below, including full and free right and authority to enter upon and make such use of the said easement tract as is reasonably necessary and advisable in the construction, maintenance and operation of drainage and public utilities. The permanent easement herein granted for drainage and utility purposes is situated over, under and across a tract of land (the easement tract) located in Hennepin County, Minnesota, legally described: A permanent easement 15 feet in width, over, under and across a portion of the Property, the centerline of said easement being described as follows: Commencing at the Northeast corner of the Property, thence South 88° 44' 40" West a distance of 67.87 feet to the point of beginning of said easement, thence South 30 42' 05" West a distance of 57.04 feet, then South 34 °6' 51" East a distance of 37.42 feet t t�ou - t� / `din �f tt� p5�j rty and there terminating. 1 Paul F. Barland Karen J. B r1and STATE OF MINNESOTA ss. COUNTY OF HENNEPIN ) The foregoing was acknc- „ , , ,. , l edged before me this day of ec- , 1993, by Paul F. Barland, husband of Karen J. Barland. : �' �t.'+ 5?3”' �F+ �tKS?r� %a�ta'uP.r:>•SKDt%+t�s'cF�it� i- VAjEN;IE J. LEONE U G ^,;�Y NUCt_tC - Pi +INJ ()TA Notary P u b l i c 1. Elul GO't NI ;r *ra try i c;rm . , :P. June 12,1994 STATE OF MINNESOTA ) ss. COUNTY OF HENNEPIN ) The foregoing was acknowledged before me this 10 day of - C.- 1993, by Karen J. Barland, wife of Paul F. Barland. �plS��iP <Y$i` :.c VALERIE J. Li. AE ;` 'py �oia val; A��trIEIDTA Notary Publ is ? : HUVI aEPIN COUNTY '`. tJ.; rntta• txP. Junu 12,1954 This Document was Drafted by: CORRICK & SONDRALL, a Partnership of Professional Corporations 8525 Edinbrook Crossing, #203 Brooklyn Park, MN 55443 (612) 425 -5671 I, the undersigned, being the duly qualified and acting Clerk of the City of New Hope, Minnesota, hereby certify that the Council of said City has duly accepted the foregoing easement. Dated: City Clerk c: \wp51 \cnh \easement.bar CORRICK & SONDRALL, P.A. ATTORNEYS AT LAW STEVEN A. SONDRALL MICHAEL R. LAFLEUR Edinburgh Executive Office Plaza MARTIN P MALECHA WILLIAM C. STRAIT 8525 Edinbrook Crossing Suite #203 Brooklyn Park, Minnesota 55443 TELEPHONE (612) 425-5671 FAX (612) 425-5867 May 3, 1994 Valerie Leone City Clerk City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 RE: Backyard Drainage Project 4fW3 4917-25 Winnetka Our File No: 99.64833 Dear Valerie: LEGAL A(S"IbTANTS LAVONNE E. KESKE SHARON O. DERBY Enclosed for your records please find copies of the three permanent easements which were recorded at the Registrar of Title's Office. You may wish to retain these copies for your records. Thank you for your attention to this. Be sure to call if you have any questions. Sincerely, Martin P. Malecha Asst. New Hope City Attorney sat Enclosures cc: Kirk McDonald, Management Asst, Steven A. Sondrall, City Attorney