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08/18/1987 - City Council RegularREGULAR MEETING AGENDA EAGAN CITY COUNCIL EAGAN, MINNESOTA CITY HALL AUGUST 18, 1987 6:30 P.M. I. 6:30 - ROLL CALL & PLEDGE OF ALLEGIANCE II. 6:35 - ADOPT AGENDA & APPROVAL OF MINUTES III. 6:45 - DEPARTMENT HEAD BUSINESS IV. 6:55 - CONSENT AGENDA A. PERSONNEL ITEMS .2 B. PROJECT 512', Cutters Ridge - Utilities, Receive Petition/Authorize 4 Feasibility Report 2 C. CERTIFICATION OF DELINQUENT UTILITY BILLS, Receive Assessment Roll/ Order Public Hearing D. PROJECT 460A, South Nicols Road, Receive Final Assessment Roll/ Order Public Hearing p. S'E. PROJECT 477, Windtree 7th Addition, Receive Final Assessment Roll/ U Order Public Hearing P. S F. PROJECT 1490, Woodgate Lane, Receive Final Assessment Roll/Order Public Hearing p, (o G. PROJECT 482, Nancy Circle, Receive Final Assessment Roll/Order i Public Hearing H. PROJECT 452R REVISED, Pond AP -50 Outlet, Receive Feasibility Report/Order Public Hearing �(o I. Final Plat Approval, Windtree 8th Addition ¢x$ J. PROJECT 517, St. Francis {foods Addition, Receive Petition/Authorize 1 Feasibility Report F,9 K. Final Payment/Acceptance of Park Shelter Contract 86-09 P IIL. Final Payment/Acceptance of Rahn Park Dike Contract 86-19 F!13 M. CONTRACT 85-18, U.P.S. 1st Addition, Approve Change Order #2 13N• PROJECT 518, Manor Lake Addition, Receive Petition/Order Feasibility Report p, 130. PROJECT 1442, U.P.S. 1st Addition, Receive Final Assessment Roll/Order Public Hearing ,p. P. PROJECT 467, Wescott Road, Receive Final Assessment Roll/Order Public Hearing Q. Resolution to Revoke State Aid Designation (South Wescott Hills Drive R. CONTRACT 86-22, Rahn, Goat Hill and Trapp Farm Parks - Parking Lot Lighting - Final Payment/Acceptance I V. 7:00 - PUBLIC HEARINGS P(� A. CONSIDERATION OF INDUSTRIAL REVENUE FINANCING, Waterford p Development Group, Building Block Dayeare Center Facility P. 11B. PROJECT 506, Parkcliff 2nd Addition - Storm Sewer Extension XIC. FINAL ASSESSMENT HEARING, Wedgewood Addition (Lexington South Asso- ciates Agreement) PROJECT 500, Briar Oaks of Apple Valley - Sanitary Sewer "3�DE. PROJECT 508, Daniel Drive - Streets ��(9F. PROJECT 509, Patrick Addition - Streets and Utilities p. 73 G. PROJECT 448R, FINAL ASSESSMENT, Wilderness Ponds - Trunk Storm I Sewer Q�175 H. PROJECT 455, FINAL ASSESSMENT, Deerwood Drive - Streets and Utili- ties 91I. PROJECT 469, FINAL ASSESSMENT, Towerview Road - Streets & Utilities J. PROJECT 472, FINAL ASSESSMENT, Clearview Addition/Beecher Drive - Streets gsK. PROJECT 474, FINAL ASSESSMENT, Eagandale Lemay Lake 2nd Addition - Streets and Utilities L. PROJECT 476, FINAL ASSESSMENT, Highview Avenue - Streets M. VACATION of Portion of Utility Easement, St. Francis Woods 1st Addition, (Lot 1, Block 1) N. VACATION of Utility Easements, Lemay Lake Hills Townhomes Addition, (Lot 1, Block 1) PROJECT 450, FINAL ASSESSMENT, Williams and LaRue Addition cl7 P. PROJECT 464, FINAL ASSESSMENT, Wyndham Corp. Center Addition P VI. OLD BUSINESS OF C(9 A. PRESENTATION, Knob Hill of Eagan Homeowners' Association ` `1-'2j B. SITE PLAN REVIEW, Boulder Ridge Addition -Revised for 72 Townhouse (� units k39 C. Deer Hunt - Dept. of Natural Resources - Approval of Final Proposal f, VII. NEW BUSINESS A. LICENSE FOR WINE AND BEER, Rocky Rococo Restaurant, Flour Bin 1st Addition B. LICENSE FOR ON -SALE LIQUOR, Compri Hotel, I-494 & Pilot Knob Rd. C. SPECIAL PERMIT (Northwestern Bell) to provide Phone Services and Fiber Optics to Northwest Airlines ,153 D. WAIVER OF PLAT (B.H. Grace Corporation) requesting Division of Duplex Lot HARVEY'S HERITAGE ADDITION (Mary K. Braun) Rezoning of 3-t75 A (Agricultural) acres to R-1 (Single Family) Preliminary Plat, 5 lots P, IT)F. EXTENSION, Winkler Jackson PD (Approved in 1982 for 5 Years) G. OAK CLIFF POND 2ND ADDITION - Brutger Companies Preliminary Plat, 33 Detached Townhouses on 12.78 acres within the ,`Q�H• Winkler Jackson Planned Development P CUTTER'S RIDGE ADDITION - Graham Development Rezoning of 17.02 A (Agricultural), Acres to R-1 (Single Family) Preliminary Plat, 37 Lots STONEY POINT ADDITION - Meritor Development Company Rezoning of 27.3 A (Agricultural) Acres to PD R-1 (Single Family) Preliminary Plat, 77 Lots P��(DJ. BBD 2ND ADDITION -William Henning - Preliminary Plat, 2 Lots for NB (Neighborhood Business) Use Code Amendment to Allow a Day Care Facility in a NB District Conditional Use Permit to Allow A Car Wash on 1 Lot (� MANOR LAKE ADDITION - Middlemist Properties 1 Rezoning of 43.12 A (Agricultural) to R-1 (Single Family) aPreliminary Plat, 64 Lots �• L. VARIANCE (Jacqueline Ingle) for a 6' Front Yard Setback Variance P aS2 M. VARIANCE (McDonnell Construction) for a 5' Side Yard Setback Variance N. SPECIAL PERMIT (Federal Land Company) for a Temporary Advertising Sign VIII. ADDITIONAL ITEM A. PUBLIC IMPROVEMENT CONTRACTS: 2591. CONTRACT 87-17, Blackhawk Road-Streets/Receive Bids/Award Contract 2,j2. CONTRACT 87-26, Wescott Road-Surfacing/Receive Bids/Award Contract 33 CONTRACT 87-34, Sperry Reservior-Repainting/Approve Plans/Authorize Ad for Bids �(y 34. CONTRACT 87-32, Country Club Mkt, Braun Court, Patrick Addition & t Chapel Hill Baptist Church/Approve Plans/Authorize Ad for Bids 2(,3 5. CONTRACT 87-24, Stafford Place -Trunk Utilities/Receive Bids/Award Contract �Pa�s6. CONTRACT 87-30, Country Hollow -Trunk Utilities, Receive Bi • Contract ds/Award a(p 77. CONTRACT 87-27, Well #10 -Cliff Road, Receive Bids/Award Contract 8. CONTRACT 87-28, Well #11 -Ashbury Road, Receive Bids/Award Contract t9. SALT STORAGE BUILDING, Receive Bids/Award Contract 10. CONTRACT 87-3, Quarry & Blue Cross/Blue Shield Park- Hockey Rink Pr,l'3' Lighting/Authorize Ad for Bids P I%. VISITORS TO BE HEARD (for those persons not on the agenda) g • ADJOURNMENT MEMO TO: HONORABLE MAYOR AND CITY COUNCILMEMBERS FROM: CITY ADMINISTRATOR HEDGES DATE: AUGUST 7, 1987 SUBJECT: AGENDA INFORMATION -APPROVE MINUTES/ADOPT AGENDA After approval is given to the August 18, 1987 agenda, regular City Council meeting minutes for August 4, 1987 and special meeting minutes for August 10, 1987, the following items are in order for consideration: DEPARTMENT,HEAD BUSLNESS There are no items under Department Head Business at this time. IrCOOMMAKITETURr_ There are eighteen (18) items on the agenda referred to as consent items requiring (1) motion by the City Council. If the City Council wishes to discuss any of the items in further detail, those items should be removed from the Consent Agenda and placed under Additional Items unless the discussion required is brief. PERSONNEL ITEMS A. Personnel Items --There is one (1) item to be considered under Personnel Items at this time. Item 1. Seasonal Parks Maintenance Worker --The Parks and Recreation operating budget allows for three (3) seasonal positions in the area of park maintenance for the coming fall season. At this time, most of the summer seasonal workers will have finished their terms of employment. Superintendent of Parks VonDeLinde is currently accepting applications and conducting interviews for the three maintenance positions. It is his recommendation that Michael Pogorelc be hired as one of the three seasonal maintenance workers for this fall. Upon approval by the City Council, Mr. Pogorelc will begin work on Monday, August 24, 1987. His period of employ would end in mid November. ACTION TO BE CONSIDERED ON THIS ITEM: To approve the hiring of Michael Pogorelc as a seasonal park maintenance worker for the fall season. Agenda Information Memo August 18, 1987, City Council Meeting PROJECT 5.12, RECEIVE PETITION/AUTHORIZE FEASIBILITY REPORT B. Project 512, Receive Petition/Authorize Feasibility Report (Cutter's Ridge - Utilities)--The-staff has received a petition from the developer for the installation of the utilities necessary to allow the development of the proposed Cutter's Ridge Addition to be discussed in further detail later on the agenda. With the petition, the developer has guaranteed all costs associated with the preparation of the feasibility report if for some reason the project is not approved at the time of the public hearing or the platting process is not completed. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the petition and authorize the feasibility report for Project 512 (Cutter's Ridge - Utilities). DELINQUENT UTILITY BILLS RECEIVE ASSESSMENT ROLL/ORDER PUBLIC HEARING C. Receive Assessment Roll/Order Public Hearing (Delinquent Utility Bills) -- A list of delinquent accounts which cannot be shut off for collection has been put together by Utility Billing. Also included is a list of delinquent accounts on property which is vacant and service has been shut off. Enclosed on pages are the two lists. It was noted at the time the new policy of billing utility costs to property owners as opposed to tenants was approved in November of 1986 that certain bills would go unpaid as a result. It should be noted that this new policy has been very successful in eliminating a number of problems that the City's utility billing function was experiencing. These assessments will be spread for 1 year only at 9% interest. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the final assessment roll for Delinquent Utility Bills and schedule the public hearing for September 15, 1987. OPEN ACCOUNTS PLAT PARCEL AMOUNT PLAT PARCEL AMOUNT 10 16701 440 01 $77.03 10 63981 040 09 $55.73 10 45075 100 04 14.52 10 01900 020 01 $64.01 10 84252 050 02 140.85 10 16711 160 01 47.40 10 81950 040 04 12.69 10 76502 040 07 49.17 10 81950 050 04 12.69 10 83600 020 01 39.74 10 17400 186 00 23.03 10 20960 320 04 25.52 10 17402 071 04 31.64 10 84351 050 01 72.02 10 16706 190 05 76.83 10 84602 030 01 83.47 10 76501 020 02 87.45 10 48050 041 04 38.41 10 33000 080 03 24.41 10 48050 032 04 77.61 10 53815 010 01 17.13 10 39802 020 04 127.56 10 84472 020 04 63.87 10 39802 030 12 27.56 10 16703 370 04 151.14 10 17400 199 00 39.72 10 32001 050 01 71.09 10 17400 173 00 33.00 10 53801 070 01 11.57 10 17400 051 01 102.59 10 63981 020 02 10.31 10 63981 020 02 85.10 10 17400 170 00 173.63 10 63982 020 06 72.66 10 13750 180 02 41.09 TOTAL $2,082.24 ACCOUNTS SHUT-OFF PLATLPARCEL AMOUNT AMOUNT _PLATEPARCEL 10 14350 060 01 $111.05 10 14993 110 01 $79.51 10 52100 050 02 98.32 10 14993 290 01 65.66 10 17150 120 02 98.53 10 17153 010 02 78.99 10 17402 062 04 40.15 10 53801 061 01 1,113.50 10 17400 182 00 121.65 10 63983 010 04 160.81 10 17400 186 00 188.61 10 39802 030 10 109.97 10 17400 183 00 101.10 10 39802 040 08 86.83 10 17400 122 01 48.37 10 16602 021 02 72.43 10 53801 130 01 89.65 10 17402 150 02 123.11 10 84460 170 03 98.85 10 17402 050 02 127.88 10 84460 070 03 183.53 10 17402 021 03 81.12 10 84460 050 03 98.44 10 17400 021 04 121.56 10 72978 130 03 53.12 10 63984 020 05 184.66 10 18075 320 01 88.64 10 65800 070 01 111.91 10 14992 020 01 121.13 10 81950 072 05 100.45 10 76400 160 01 123.25 TOTAL $4,282.78 Y Agenda Information Memo August 18, 1987, City Council Meeting PROJECT 460A, RECEIVE FINAL ASSESSMENT ROLL D. Project 460A, Receive Final Assessment Roll/Order Public Hearing (South Nicols Road) --The upgrading of Nicols Road from Kings Lane to Diffley Road has been completed and all costs associated with this project have been tabulated and a final assessment roll prepared. This roll is being presented to the Council in consideration of scheduling a formal public hearing to present and discuss the final assessments for this project. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the final assessment roll for Project 460A (South Nicols Road) and schedule a public hearing to be held on September 15, 1987. PROJECT 477 RECEIVE FINAL ASSESSMENT ROLL E. Project 477, Receive Final Assessment Roll/Order Public Hearing (Windtree 7th Addition) --The installation of streets and utilities to service the Windtree 7th Addition has been completed, all costs tabulated and the final assessment roll prepared. This roll is being presented to the Council for consideration of scheduling a formal public hearing to present and discuss the proposed assessments associated with this proposed assessment. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the final assessment roll for Project 477 (Windtree 7th Addition) and schedule a public hearing to be held on September 15, 1987. PROJECT 490, RECEIVE FINAL ASSESSMENT ROLL F. Project 490, Receive Final Asssessment Roll/Order Public Hearing (Woodgate Lane - Streetlights) --The installation of street lights on Woodgate Lane has been completed, all costs tabulated and the final assessment roll prepared. This roll is being presented for Council's consideration of scheduling a formal public hearing to discuss the assessments associated with this project. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the final assessment roll for Project 490 (Woodgate Lane - Streetlights) and schedule the public hearing to be held on September 15, 1987. Agenda Information Memo August 18, 1987, City Council Meeting PROJECT 482, RECEIVE FINAL ASSESSMENT ROLL G. Project 482, Receive Final Assessment Roll/Order Public Hearing (Nancy Circle) --The installation of street improvements and related storm sewer within Nancy Circle has been completed, all costs tabulated and the final assessment roll prepared in accordance with the original feasibility report. This roll is being presented for the Council's consideration of scheduling a formal public hearing to discuss the assessments associated with this project. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the final assessment roll for Project 482 (Nancy Circle - Streets) and schedule a public hearing to be held on September 15, 1987. PROJECT 452R REVISED RECEIVE FEASIBILITY REPORT H. Project 452R Revised, Receive Feasibility Report/Order Public Hearing (Pond AP -50 Outlet) --During the winter and spring of 1986, the Council held several public hearings to discuss the proposed storm sewer outlet for this pond located in the northeast corner of Scott Trail and Cliff Road in response to a petition submitted by the developers of the Cedar Cliff Commercial Park 2nd Addition. As a result of that public hearing process, the Council denied the project and directed City staff to maintain the pond level through periodic temporary pumping. With the claims the City has received for pumping performed by the developer and the pending claims for damages associated with flooding experienced within the past 30 days, the staff is recommending that the Council reconsider this project by scheduling a new public hearing. The original feasibility report has been revised to discuss a proposed alternate alignment and hopes that this will facilitate the initiation of this storm water outlet for this pond. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the revised feasibility report for Project 454R (Pond AP -50 Outlet) and schedule a public hearing to be held on September 15, 1987. FINAL PLAT APPROVAL, WINDTREE 8TH ADDITION I. Final Plat Approval, Windtree 8th Addition --The staff has received an application for Final Plat approval for the Windtree 8th Addition located adjacent to and west of West Publishing Company as shown by the sketch enclosed on page All conditions of the Preliminary Plat approval of May 21, 1986 have been complied with. All Final Plat application materials have been submitted, reviewed by staff and found to be in order for favorable Council action. ACTION TO BE CONSIDERED ON THIS ITEM: To approve the Final Plat for Windtree 8th Addition and authorize the Mayor and City Clerk to execute all related documents. 111 ,fs $[ 3 i ,^-JPN Ylsri�n•o � n pZCR/ ve- Yxi I3 ?i •o 93 6 9 °� S. o T n N F. a U 0 N N a O z a cc w C7 w Y z 0 c N ccLU 2 z w a z a N m 0 w 7 Y �- Agenda Information Memo August 18, 1987, City Council Meeting PROJECT 517, RECEIVE PETITION ORDER FEASIBILITY REPORT (ST. FRANCIS WOODS 6TH ADDITION) J. Project 517, Receive Petition/Order Feasibility Report (St. Francis Woods 6th Addition) --The staff is currently processing through the Planning Commission an application to replat a portion of the St. Francis Woods 4th Addition into the 6th Addition to accommodate single family homes in lieu of the proposed townhouse development. If the replatting application is approved as it goes through the process, the developer would like to insure that utilities could be installed late this fall with street construction to be completed in the spring of 188. Subsequently, he has submitted a petition requesting the preparation of the Feasibility Report portion of the public improvement process concurrent with his Preliminary Plat application. The developer has guaranteed all costs associated with the Feasibility Report and detailed plan preparation if for some reason the project is not approved at the time of the public hearing or the proposed replatting is not approved. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the petition for Project 517 (St. Francis Woods 6th Addition) and authorize the preparation of the Feasibility Report and detailed plans and specifications. Agenda Information Memo August 18, 1987, City Council Meeting FINAL PAYMENT/ACCEPTANCE OF PARR SHELTER CONTRACT 86-09 K. Final Payment and Acceptance of Park Shelter Contract 86 -09 --The City of Eagan has received a request for final payment for Park Shelter Contract 86-09. For further information on this item, please refer to the Parks Department memo found on page /0 ACTION TO BE CONSIDERED ON THIS ITEM: To approve the final payment and acceptance of Park Shelter Contract 86-09. MEMO TO: HONORABLE MAYOR AND CITY COUNCIL TOM HEDGES, CITY ADMINISTRATOR r. FROM: STEPHEN SULLIVAN, LANDSCAPE ARCHITECT/PARKS PLANNER / f DATE: AUGUST 11, 1987 RE: FINAL PAYMENT - ACCEPTANCE: 86-09 PARK SHELTER CONSTRUCTION Project 86-09 Park Shelter Construction by A.L.M. Builders for the construction of buildings at Trapp Farm, Rahn, Goat Hill and Northview has been completed. Schwartz -Webber Architects have reviewed and inspected all buildings for completion and are now recommending final payment and acceptance. FOR COUNCIL ACTION To accept a completed Project 86-09 and make final payment to A.L.M. Construction in the amount of $24,391.00. 1d Agenda Information Memo August 18, 1987, City Council Meeting FINAL PAYMENT/ACCEPTANCE OF RAHN PARR DIRE CONTRACT 86-19 L. Final Payment and Acceptance of Rahn Park Dike Contract 86 -19 -- The City of Eagan has received a request for final payment for Rahn Park Dike Contract 86-19. For further information on this item, please refer to the Parks Department memo found on page ACTION TO BE CONSIDERED ON THIS ITEM: To approve the final payment and acceptance of Rahn Park Dike Contract 86-19. MEMO TO: HONORABLE MAYOR AND CITY COUNCIL TOM HEDGES, CITY ADMINISTRATOR J: FROM: STEPHEN SULLIVAN, LANDSCAPE ARCHITECT/PARKS PLANNER DATE: AUGUST 11, 1987 RE: FINAL PAYMENT - ACCEPTANCE: 86-19 RAHN PARK DIKE CONSTRUCTION Project 86-19, dike construction by Central Landscaping, Inc. at Rahn Park has been completed. Staff has reviewed and inspected all work for completion and is now recommending final payment and acceptance. FOR COUNCIL ACTION To accept a completed Project 86-19 and make final payment to Central Landscaping, Inc. in the amount of $3,154.90. 1:� Agenda Information Memo August 18, 1987, City Council Meeting CONTRACT 85-18, APPROVE CHANGE ORDER NO. 2 M. Contract 85-18, Approve Change Order No. 2, U.P.S. 1st Addition --Due to the inability of U.P.S. to obtain the necessary easements to complete the original contract in 1986, the related work had to be deleted from that contract. Now that the easement has been acquired, this change order allows the contract to proceed with the work recognizing the increased cost of materials and labors from the original contract unit prices. ACTION TO BE CONSIDERED ON THIS ITEM: To approve Change Order No. 2 to Contract 85-18 in the amount of $29,575.85 and authorize the Mayor anhd City Clerk to execute all related documents. PROJECT 518 RECEIVE PETITION ORDER FEASIBILITY REPORT N. Project 518, Receive Petition/Order Feasibility Report, Manor Lake Addition --The staff has received a petition from the developer of the proposed Manor Lake Addition (Item K of New Business on this agenda) requesting the preparation of a feasibility report for the installation of trunk utilities through this development. All costs associated with this report have been guaranteed if for some reason the project is not approved at the public hearing or the development does not progress to completion. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the petition for Project 518 (Manor Lake Addition - Trunk Utilities) and order the preparation of a feasibility report. PROJECT 442, RECEIVE FINAL ASSESSMENT-ROLL/ORDER PUBLIC HEARING O. Project 442, Receive Final Assessment Roll/Order Public Hearing, U.P.S. 1st Addition --Estimated final costs have been tabulated and the final assessment roll prepared for the public improvements installed under the above referenced project. The final assessment roll is being presented to the Council in consideration of scheduling a public hearing to discuss these final costs. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the final assessment roll for Project 442 (U.P.S. 1st Addition - Streets and Utilities) and schedule the public hearing to be held on September 15, 1987. j3 Agenda Information Memo August 18, 1987, City Council Meeting PROJECT 467 RECEIVE FINAL ASSESSMENT ROLL ORDER PUBLIC HEARING P. Project 467, Receive Final Assessment Roll/Order Public Hearing, Wescott Road - Streets and Utilities --Final costs have been tabulated and the final assessment roll prepared for the public improvements installed under the above referenced project from Lexington Avenue to one half mile east (Greensboro Addition). The final assessment roll is being presented to the Council in consideration of scheduling a public hearing to discuss these final costs. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the final assessment roll for Project 467 (Wescott Road - Streets and Utilities) and schedule the public hearing to be held on September 15, 1987. RESOLUTION TO REVOKE STATE AID DESIGNATION SOUTH WESCOTT HILLS DRIVE Q. Resolution to Revoke State Aid Designation of South Wescott Hills Drive --As a part of the evaluation of our overall municipal State Aid street system, it is recommended that the designation for a future State Aid street from Diffley Road to Wilderness Run Road through the proposed Northview Meadows Addition (South Wescott Hills Drive) be revoked and removed from the system. This results from the subsequent conversion from the original proposed commercial land uses to the current single family designation and the expansion of the Schwanz Lake Park. Combined with steep topography adjacent to Wilderness Run Road, a construction of a major State Aid collector street along this alignment as shown on page /_5' is no longer feasibile. Enclosed on page /G is a copy of the resolution for Council's consideration. ACTION TO BE CONSIDERED ON THIS ITEM: revoking State Aid designation for South 117-010, 011, 012) Iq To approve a resolution Wescott Hills Drive (MSA -30 2 w BRA R HD.� BURYmWTHD_U, K TT EXHIBIT YO eGQ ,�G y ~ t� _ Loke J T/c0 [+ N wCSTBUFt 1 1►�f flOG4 NORTNVIEW4 200 RK RD. //B lz Est., i.! w > ••• ,LO r i.I� 'r\l E , is '10300 • db 3 a Q 63 _ 1{ 1850 ' a o DIFF RD. 100 , d 10,r _ 112 YORK -jp1• 3O • rc O { �• m MOCLA 0) .. G� ; pL. A SO LA. =LETE ce° t o A*, '!rOP� 4 OR a rraCr MORE DR. GHENT Lt Jc+\✓Pt 2 I ¢ , / - p l uw •i1 DR d1� r r Q A . Flo 31 TIFF EOgE DR. D o qh PJ ? w ATLA 'I n LA. N 3 p a 2 s NT- C MI (3s/ O I fC } DGEWOOD LA, S. o o O EkRY WHITETAIL p4RK�� �C .CR w uc ac - ,; i v N. GRE EPjLOQ,• LA�' Z 4A- 4 OVERNILI_ RD] ' a s JpR 0 OD NIL\.. � ° N <4KE - �LIFf = L PfE - LEpf o /j' qHoll,017a 4800 4100 420 x;5:rz�NRz3wMcDonough d27 26 54135 LDke I T27N R� _.:, R23W 25' 30 R'2 ;.._� 36131 41904 Jp rw f/ FARM RD. q ..: S. f y O'Brien x m MALL44 z `yYD dp ST a v EYy LoAe 4 GUN m 99� z CO ;Y — - BUTWIN ROAD•::•:•': .. .. 1 j 20,6 .:..::::...: :::: :... ROAD ST. W.-- 7----: - _ / SEM. ROSEMOUNT lj ED �% I CITY OF EAGAN RESOLUTION REVOKING CERTAIN STATE AID STREET WHEREAS, it appears to the City Council of the City of Eagan that the street hereinafter described should be revoked as a Municipal State Aid street under the provisions of Minnesota Law. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Eagan that the road designated as follows, to wit: Street From To Wescott Hills Drive County Road 30 Wilderness Run Road (MSA 117-010,011,012) (Diffley Road) (MSA 116) be, and hereby is, revoked as a Municipal State Aid street of Eagan subject to the approval of the Commission of Transportation of the State of Minnesota. BE IT FURTHER RESOLVED that the City Clerk is hereby authorized and directed to forward one (1) certified copy of this resolution to the Commissioner of Transportation for his consideration. Motion made by: Seconded -by: Those in favor: Those against: Dated: August 18, 1987 CITY OF EAGAN CITY COUNCIL By: _ Its Mayor Attest: Its Clerk CERTIFICATION I, E.J. VanOverbeke, Clerk of the City of Eagan, Dakota County, Minnesota, do hereby certify that the foregoing resolution was duly passed and adopted by the City Council of the City of Eagan, Dakota County, Minnesota, in a regular meeting thereof assembled this 18th day of August, 1987. E.J. VanOverbeke, City Clerk City of Eagan l� CONTRACT -86-22, FINAL PAYMENT ACCEPTANCE OF PARKING LOT LIGHTING IMPROVEMENTS R. Contract 86-22, Rahn, Goat Hill and Trapp Farm Parks/Final Payment and Acceptance of Parking Lot Lighting Improvements --City staff has inspected all work specified under Improvement Contract 86-22 as performed by Midland Electric in the above referenced parks. The contractor has submitted a bill for final payment in the amount of $3,873 and staff requests consideration of final payment. ACTION TO BE CONSIDERED ON THIS ITEM: To approve acceptance and final payment of Improvement Contract 86-22 to Midland Electric in the amount of $3,873. i r7 Agenda Information Memo August 18, 1987, City Council Meeting INDUSTRIAL REVENUE FINANCING/BUILDING BLOCK DAY CARE CENTER A. Consideration of Industrial Revenue Financing for Building Block Day Care Center facility, Waterford Development Group, Inc. -- At the July 7, 1987 City Council meeting, action was taken to set a public hearing for the August 4, 1987 City Council meeting to consider an application for industrial development bonds as applied for by the Waterford Development Group. At that meeting, the City Council continued further consideration of IR Financing and requested that the applicant present the City with 1) financial statements for the non-profit corporation, 2) salaries and other related information for Building Block Day Care management team, 3) who are the board of directors and 4) other information pertinent to the City Councils review of the proposed funding. That information is enclosed without page number. ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny Industrial Revenue Financing for the Waterford Development Group to allow the use of tax exempt status for Building Block Day Care Center. Agenda Information Memo August 18, 1987, City Council Meeting PROJECT 506 PARR CLIFF 2ND ADDITION - STORM SEWER EXTENSION B. Project 506, Park Cliff 2nd Addition - Storm Sewer Extension --On July 21, the public hearing considering the above referenced improvements was continued to August 18, to allow the staff an opportunity to pursue various alternates and review them with the affected property owners at an informal neighborhood meeting which was held at 5:00 P.M. on Tuesday, August 11. At this meeting, three alternates with cost estimates and assessment rates were discussed and reviewed in detail. As a result of that meeting, the residents requested information concerning a fourth alternate that will be explained at the continued hearing on August 18. In summary, the four alternates to be considered are described as follows: Alternate No. 1 This provides for the extension of the existing storm sewer laterals along the side lot lines of Lot 1, Block 2, Park Cliff 2nd Addition, to a junction manhole with a singular outlet to the north into the existing ponding area. Alternate No. 2 In addition to the storm sewer extensions discussed in Alternate No. 1, it provides for reconstruction of the storm sewer catch basin inlet system on Park Cliff Drive, its intersection with Park Ridge Drive and the low point on Park Ridge Drive to the north. It also provides for oversizing the storm sewer extension into the ponding area to accommodate the additional flow resulting from the upstream system modifications. Alternate No. 3 This provides for lowering the outlet from the internal ponding area by four feet to provide a greater elevation differential from the calculated high water elevation and the adjacent residential properties. Alternate No. 4 (Requested by Neighborhood) Similar to Alt4rnate No. 2, this alternate would incorporate the storm sewer extensions discussed in Alternate No. 1. However, the only modifications to the existing system would be to increase the inlet capacity at the low point on Park Ridge Drive and increase the storm sewer system to its outlet with the internal ponding area. lC� Agenda Information Memo August 18, 1937, City Council Meeting The cost estimates associated with these various alternates are summarized as follows: Alternate Total Cost CostjS.F._ Cost/Lot _ 1 $18,000 0.043/S.F. $391.30 2 47,000 0.113/S.F. 1,021.74 3 34,000 0.04/S.F. 485.71 4 310,000 0.075/S.F. 673.91 Graphics will be provided with the Additional Information packet distributed on Monday, and there will be detailed discussion at the public hearing on August 18, to further describe these various alternates. The City Attorney's office will be addressing the feasibility of requiring the developer and/or his engineer to finance a portion or all of these required storm sewer improvements. ACTION TO BE CONSIDERED ON THIS ITEM: To close the public hearing and approve/deny Project 506 (Park Cliff 2nd Addition - Storm Sewer) . ao Agenda Information Memo Auqust 18, 1987, Citv Council Meeting WEDGEWOOD ADDITION (LEXINGTON SOUTH ASSOCIATES AGREEMENT C. Wedgewood Addition (Lexington South Associates Agreement) -- This public hearing must be continued for formal consideration until the September 1st meeting to allow the City to meet the required published and mailed notification requirements. ACTION TO BE CONSIDERED ON THIS ITEM: To continue the Final Assessment Hearing for the Wedgewood Addition (Lexington South Associates Agreement to September 1, 1987. ai Agenda Information Memo August 18, 1987, City Council Meeting PROJECT 500 BRIAR OARS OF APPLE VALLEY - SANITARY SEWER D. Project 500, Briar Oaks of Apple Valley - Sanitary Sewer --On July 21, the feasibility report was presented to the Council for the installation of sanitary sewer to furnish the Briar Oaks of Apple Valley development and the proposed Eagan Royale Addition. Enclosed on pages --23 through �� is a copy of the feasibility report discussing the proposed improvements. All notices have been published in the legal newspaper and sent to all property owners proposed to be assessed under this project. The consulting engineer responsible for the report preparation will be available to answer specific questions as they may arise. ACTION TO BE CONSIDERED ON THIS ITEM: To close the public hearing and approve/deny Project 500 (Briar Oaks of Apple Valley - Sanitary Sewer) and, if approve, authorize the preparation of detail plans and specifications and the acquisition of easements through condemnation, if necessary. REPORT FOR BRIAR OAKS / EAGAN ROYALE TRUNK SANITARY & STORM SEWER IMPROVEMENTS CITY PROJECT No. 500 EAGAN, MINNESOTA 1987 FILE No. 49420 BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. ENGINEERS & ARCHITECTS ST. PAUL, MINNESOTA ,z,,2,3 Bonestroo, Rosene, Anderlik & Associates, Inc. Otto G. Bonestruo, P.E. Glenn R. Cook, P.E. Robert W. Rusene, Y.E. Keith A. Gordon. Y.E. O Joseph C. Anderlik, P.E. Thomas E. Noyes, P.E. Bradford A. Lemberg, P.E. Richard W. Foster, P.E. 2335 W. Trunk Highway 36 Engineers & Architects Richard E. Turner, P.E. James C. Olson, P.E. Robert G. Schunicht. P.E. Marvin L. Sorvalo. P.E. St. Paul, MN 55113 Donald C. Burgardt. P.E. Jerry A. Bourdon, P.E. 612.636.4600 Mark A. Hanson. P.E. Ted K. Field, P.E. Michael T. Rautmann, P.E. July 20, 1987 Robert R. Pfefferle, P.E. David O. Loskora, P.E. Thomas W. Peterson, P.E. Honorable Mayor and City Council Michael C. Lynch. P.E. CitCit O f Eagan ari y g Karen L. Willis, P.E. James R. Maland, P.E. 3830 Pilot Knob Road Kenneth P. Anderson. P.E. Eagan, MN 55122 Keith A. Bachmann, P.E. Mark R. Ro(js, P.E. Robert C. Russek, A.I.A. Re: Briar Oaks/Eagan Royale Thomas E. Angus, P.E. Trunk Sanitary and Storm Sewer Improvements Scott L. Young. P.E. Charles A. Erickson Project No. 500 Leo M. welsky Olson Harlan M..Olsan File No. 49420 Susan M.Eberlin Dear Mayor and Council: Enclosed is our report for Briar Oaks/Eagan Royale Trunk Sanitary and Storm Sewer Improvements, Project No. 500. This report covers sanitary and storm sewer trunks and includes a preliminary assessment roll. We would be please to meet with the council and other interested parties at a mutually convenient time to discuss any aspect of this report. Yours very truly, BONES OO,.ROS , ANDERLIK & ASSOCIATES, INC. Mar *Hanso MAH:li I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Registe d Prof sional Engineer under the laws of th St a Minnesota. Ark A. Hanson _JD`ate: July 20, 1987 Reg. No. 14260 h Approved b Department of Public Works 0-0 Date:" 5178e a, SCOPE: This project provides for the construction of trunk sanitary sewer serving the Eagan Royale Addition as well as the Briar Oaks Addition in Apple Valley. Also included is trunk storm sewer serving Eagan Royale. Briar Oaks and Eagan Royale are residential subdivisions located largely in the southeast quarter of Section 31. FEASIBILITY AND RECOMMENDATIONS: The project as outlined herein is feasible from an engineering standpoint and is in accordance with the Master Sanitary Sewer and Storm Sewer Plans for the City of Eagan. The project can best be carried out in one contract. DISCUSSION: Sanitary Sewer - Sanitary sewer proposed herein includes a trunk sewer to be constructed across Eagan Royale and the unplatted property north of Eagan Roy- ale as shown on the attached drawing. The proposed sewer will connect to the existing sanitary sewer in Safari Addition to the north and an existing sani- tary sewer in Briar Oaks Addition in Apple Valley. It is also proposed to construct service wyes and risers at appropriate locations to serve future lots in Eagan Royale and future lots in the unplatted property north of Eagan Royale. A Joint Powers Agreement is in effect which provides for serving Briar Oaks and other portions of Apple Valley with sanitary sewer into the Eagan sewer system. STORM SEWER: Storm sewer proposed herein includes trunk storm sewer providing the outlet for Pond AP -33 into Pond AP -17 and Pond AP -17 into Pond AP -30 as shown on the attached drawing. Pond AP -30 has a controlled storm sewer out- let. The storm sewer from AP -33 to AP -17 will pass through a small pond to be preserved in the Eagan Royale development which will provide additional stor- age because it is not required as part of the Eagan Comprehensive Storm Sewer Plan. 5178e Page 1. as EASEMENTS: Easements will be required from the unplatted property north of Eagan Royale. It is anticipated that these easements can be acquired at no cost because the property is presently planned to be developed. AREA TO BE INCLUDED: ASSESSMENT AREA SE 1/4 SECTION 31 Parcel 012-76 Parcel 012-77 (Eagan Royale) COST ESTIMATE: Detailed cost estimates are presented in Appendix A located at the back of this report and are summarized as follows: Sanitary Sewer $220,440 Storm Sewer 117,900 TOTALPROJECT COST ..................... $338,340 The total project cost is estimated at $338,340 which includes contingen- cies and all related overhead but does not include any costs associated with easement acquisition. Overhead costs are estimated at 30% and include legal, engineering, administration and bond interest. ASSESSMENTS: Assessments are proposed to be levied against the benefited property. A preliminary assessment roll is included at the back of this re- port in Appendix B. The assessments will be spread over 15 years. The inter- est rates will be based upon the bond sale issue used to finance this project. SANITARY SEWER: Sanitary sewer proposed herein is considered trunk. It is osed to assess those lots and parcels abutting the trunk sewer the lateral Pro P benefit from trunk rate in accordance with the City of Eagan fee schedule for 1987. 5178e Page 2. Trunk sewer was assessed to this area as part of Project No. 254. Bene- fited areas in Apple Valley will also be assessed by the City of Apple Valley on behalf of Eagan in accordance with the joint powers agreement and City of Eagan standards. STORM SEWER: Storm sewer proposed herein is considered trunk. It is proposed to assess the area shown on the attached drawing trunk area storm sewer in ac- cordance with City of Eagan fee schedule for 1987. TRUNK ASSESSMENT RATES: Trunk assessment rates established in the 1987 City of Eagan fee schedule proposed to be assessed as part of this project are as follows: Sanitary Sewer Lateral Benefit from Trunk $30.12/lin.ft. Storm Sewer Trunk Area - Residential $0.053/sq.ft. REVENUE: Revenue sources to cover the cost of this project are listed below: SANITARY SEWER Project Cost Revenue Balance Trunk $2201440 -- Lateral Benefit from Trunk -- $1062,625 Apple Valley Trunk Area (Joint Powers Agreement) $ 71,968 $220,440 $178,593 -$ 41,847 Trunk Trunk Area Assessment $117,900 $127,456 $117,900 $127,456 +$ 9,556 TOTAL BALANCE .............. -$ 32,291 The anticipated project balance is -$32,291. 5178e Page 3. a7 PROJECT SCHEDULE Feasibility Report Hearing Plans and Specifications ids/Award Contract action Completion Assessment Hearing Payment Due with Real Estate Taxes Page 4. e July 21, 1987 August 18, 1987 Sept/Oct., 1987 Fall, 1987 Summer, 1988 September, 1988 May, 1989 A. SANITARY SEWER 13180 Lin.ft. 1,100 Lin.ft. 660 Lin.ft. 600 Lin.ft. 16 Each 260 Lin.ft. 60 Lin.ft. 26 Each 450 Lin.ft. 100 Cu.yds. 3,540 Lin.ft. LUMP SUM 3 Acres 5178e APPENDIX A PRELIMINARY COST ESTIMATE BRIAR OAKS/EAGAN ROYALE SANITARY AND STORM SEWER TRUNKS PROJECT NO. 500 8" Sanitary sewer, 0'-15' dp. in pl. @ $15.00/l.f. 8" Sanitary sewer, 15'-25' dp. in pl. @ $20.00/l.f. 8" Sanitary sewer, 25'-35' dp. in pl. @ $30.00/l.f. 8" Sanitary sewer, 35'-45' dp. in pl. @ $45.00/l.f. Std. 4' dia. MH w/cstg. in pl. @ $1,000.00/ea. MH depth greater than 8' in pl. @ $70.00/l.f. 8" outside drop @ $120.00/l.f. 8" x 4" wye in pl. @ $60.00/l.f. 4" Riser in pl. @ $10.00/l.f. Rock stabilization in pl. @ $20.00/cu.yd. Mechanical trench compaction @ $1.00/lin.ft. Clear and grub trees @ $10,000.00/L.S. Seed with topsoil and mulch @ $4,000.00/ac. Total Construction Cost +5% Contingencies +30% Legal, Engrng., Admin. & Bond Interest TOTALSANITARY SEWER ...................... 0....... Page 5. a9 $ 17,700 22,000 19,800 27,000 16,000 18,200 7,200 1,560 4,500 2,000 3,540 10,000 12,000 $161,500 8,070 $169,570 50,870 $220,440 B. STORM SEWER 1,210 Lin.ft. 12" Storm sewer, 0'-15' dp. in pl. @ $20.00/l.f. $ 24,200 390 Lin.ft. 12" Storm sewer, 15'-25' dp. in pl. @ $25.00/l.f. 9,750 200 Lin.ft. 12" Storm sewer, 25'-35' dep in pl. @ $35.00/l.f. 7,000 220 Lin.ft. 12" Storm sewer, 35'-45' dp. in pl. @ $50.00/l.f. 11,1000 5 Each Std. MH w/cstg. in pl. @ $900.00/ea. 4,500 50 Lin.ft. MH depth greater than 8' in pl. @ $70.00/l.f. 3,500 6 Each 12" Flared end w/trash guard in pl. @ $400.00/ea. 2,400 2,020 Lin.ft. Mechanical trench compaction @ $1.00/l.f. 2,020 LUMP SUM Clear and grub @ $10,000.00/L.S. 10,000 3 Acres Seed w/topsoil & mulch @ $4,000.00/ac. 12,000 Total Construction Cost $ 86,370 +5y Contingencies 4,320 $ 90,690 +30% Legal, Engrng., Admin. & Bond Interest 27,210 TOTALSTORM SEWER ................................. $117,900 5178e Page 6. APPENDIX B PRELIMINARY ASSESSMENT ROLL BRIAR OAKS/EAGAN ROYALE TRUNK SANITARY AND STORM SEWER IMPROVEMENTS PROJECT NO. 500 A. SANITARY SEWER Lateral Benefit from Trunk Parcel Assessable Total Description Footage Rate/L.F. Assessment SE 1/4, SECTION 31 Parcel 012-76 1,540 $30.12 $ 46,385 Parcel 012-77 (Eagan Royale) 2,000 30.12 60,240 Total 3,540 $106,625 B. STORM SEWER Trunk Parcel Area Assessable Total Description Sq.ft. Credit Area Rate/Sq.ft. Assessment SE 1/4, SECTION 31 Parcel 012-76 1,080,290 Pond (82,760) 20% Sts. 798,020 $0.053 $421295 Parcel 012-77 2,040,780 Pond (137,180) (Eagan Royale) 20% Sts. 1,522,900 $0.053 $80,714 Parcel 013-77 83,900 --- 83,900 $0.053 4,447 (Reservoir Site) Total $127,456 Page 7. 5178e 31 SUMMARY PRELIMINARY ASSESSMENT ROLL BRIAR OAKS/EAGAN ROYALE PROJECT NO. 500 Parcel Sanitary Sewer Storm Sewer Total Description Lateral Benefit Trunk Assessment SE 1/4 SECTION 31 Parcel 012-76 $ 46,385 $ 42,295 $ 88,680 Parcel 012-77 (Eagan Royale) 60,240 80,714 140,954 Parcel 013-77 (Reservoir Site) --- 4,447 4,447 Total $106,625 $127,456 Page 8. 5178e Ex. Sanitary Sewer o aw soon G I=, PROPOSED EA"R MAL Aur a PARCEL DI& -7a Sanitary Sewer — By others PROPOSED SANITARY - SEWER BRIAR OAKS / EAGAN ROYALE SANITARY- SEWER CITY PROJECT No. 500 EAGAN, MINNESOTA 33 V C/rr Of EAGAN cffr or�� APPLE VALLEr 80NESTR00, ROSENE. ANDERUK & ASSOCIATES. INC. Engineers & Architects St. Paul, Minnesota Date: JULY, 1987 Comm. 49420 Fig. NO. I POND AP -30 922.0 926.2 1 1 1 - SAFARI • �s Qf PROPOSED"' STORM SEWERS — 0=1 r PROPOSED EAGAN NML ,1 PLAT 15 PA*CEL 012-77 K so at 1 a >b ns3 a a 15 30 31 3s ! 14 13 3 : N2JE11 TOWQ ® 4 3 1 013-77 E s 4 5 4 © Cffvo 3 ! 1 BRIAR OAKS / EAGAN ROYALE STORM- SEWER CITY PROJECT No. 500 EAGAN, MINNESOTA 17 WA K O K ESTATES YO 21 C/Tr r,F EAGAN ror AMLE vALLEr BONESTROO. ROSENE. ANDERUK do ASSOCIATES. INC. Engineers & Architects St. Paul, Minnesota Date: JULY, 1987 Comm. 49420 R9• NO. 2 TRUNK AREA STORM ASSESSMENT BOUNDARY �i 3 ! 1. 1 • d s s i s 10 ! 1 14 13 H 4 3 04 OLD K 1 n 4 3 M s w s i �JA6L 10 s ? !7 A PROPOSED E"N ODAL p Y ® as PLAT Is IMICEL 08-77 M � 1 1! V 112 23 84 as H 30 31 w ! 14 13 t ®3 4 s 4 3 1 own 77 i s 4 6ffv or3 It 1 amm z BRIAR OAKS / EAGAN ROYALE ASSESSMENTS CITY PROJECT No. 500 EAGAN, MINNESOTA '51 n >SAWI M Q _r !0 !1 Orr of z"AN cffr or - 4 APPLE VALUT SONESTROO. ROSENE. ANDERUK & ASSOCIATES. INC. Engineers & Architects St. Paul, Minnesota Date: J U LY1 1987 Comm. 49420 fig. NO. 3 Agenda Information Memo August 18, 1987, City Council Meetinq PROJECT 508 DANIEL DRIVE - STREETS E. Project 508, Daniel Drive - Streets --On July 21, the Council received a feasibility report and scheduled a public hearing to be held on August 18 to discuss the proposed improvements for the Daniel Drive extension and its connection to County Road 30. Enclosed on pages � through ss is a copy of that feasibility report. All notices have been published in the legal newspaper and sent to all property owners proposed to be assessed under this project. The consulting engineer responsible for the preparation of the report will discuss the improvements and be available for questions as they may arise. ACTION TO BE CONSIDERED ON and approve/deny Project approved, authorize the specifications and the condemnation, if necessary. THIS ITEM: To close 508 (Daniel Drive preparation of acquisition of 3( the public hearing - Streets) and, if detail plans and easements through (CO* RD. N0, 30 TO CURRY TRAIL) UTILITY & STREET IMPROVEMENTS PROJECT No. 508 EAGAN,DlIINNESOTA FILE No. 49431 BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. ENGINEERS & ARCHITECTS ST. PAUL, MINNESOTA Bonestroo, Rosene, Anderlik & Associates, Inc. 2335 W. Trunk Highway 36 St. Paul, MN 55113 612.636.4600 July 16, 1987 Honorable Mayor and Council City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Engineers & Architects Re: Daniel Drive (Co. Rd. No, 30 to Curry Trail) Utililty and Street Improvements Project No. 508 File No. 49431 Dear Mayor and Council: Otto G. Bonestroo. P.E. Robert W. Rosen, P.E. Joseph C. Anderlik, P.E. Bradford A. Lemberg, P.E. Richard E. Turner, P.E. James C. Olson, P.E. Glenn R. Cook, P.E. Keith A. Gordon. P.E. Thomas E. Noyes, P.E. Richard W. Facer, P.E. Robert G. Schunichr, P.E. Marvin L. Sorvala. P.E. Donald C. Burgardt, P.E. Jerry A. Bourdon, P.E. Mark A. Hanson, P.E. Ted K. Field, P.E. Michael T. Rautmann, P.E. Robert R. Pjefferle, P.E. David O. Loskota, P.E. Thomas W. Peterson, P.E. Michael C. Lynch, P.E. Karen L. Willis, P.E. James R. Maland, P.E. Kenneth P. Anderson, P.E. Keith A. Bachmann, P.E. Murk R. Rolfs, P.E. Robert C. Russek, A.I.A. Thomas E. Angus. P.E. Scott L. Young, P.E. Charles A. Erickson Leo M. Pawelsky Harlan M. Olson Susan M. £berlin Transmitted herewith is our report for Daniel Drive (Co. Rd. No. 30 to Curry Trail), Project No. 508. This report covers sanitary sewer, storm sewer, water main, and street construction and includes a 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, OSENE ANDERLIK & ASSOCIATES, Mark -. Hanson MAH:ci by certify that this report was prepared or under my direct supervision and that a duly Registered Professional Engineer the laws of the tate of - nesota. Ma k A. Hanson INC. I her by me I am under Date: Julv 17, 1986 Approved by:4.0 a� Director of Public Works Date:, - 5146e Reg. No. 14260 SCOPE: This project provides for constructing Daniel Drive from Co. Rd. No. 30 to a point approximately 130' West of Curry Trail. The proposed Lexington Point 2nd Addition abuts Daniel Drive to its south while undeveloped R-3 zoned property abuts it to the north. The undeveloped property west of Daniel Drive at Co. Rd. No. 30 is presently zoned commercial. FEASIBILITY AND RECOMMENDATIONS: The project is feasible from an engineering standpoint and is in accordance with the Master Utility and Street Plan for the City of Eagan. The project as outlined herein can be best carried out as one contract. _VnniTn V^n T. Sanitary Sewer - Sanitary sewer proposed herein includes constructing an 8" diameter PVC sanitary sewer in Daniel Drive, the stub street to Lexington Point 2nd Addition and the future stub street to the west as shown on the at- tached drawing. A sanitary sewer stub is also proposed to Parcel 012-03. The sewer will connect to the existing sanitary sewer located at the easterly end of Daniel Drive that was constructed as part of Project No. 475. Water Main - Water main proposed herein includes constructing a 12" diameter DIP water main in Daniel Drive from the future stub street to the west to Co. Rd. 30 and 6" main through the remaining portion of Daniel Drive as shown on the attached drawing. A 6" diameter water stub is proposed to Lexington Point 2nd Addition and Parcel 012-03. The 6" water main at the east end of Daniel Drive will connect to the existing 12" main at the easterly end of Daniel Drive while the 12" main at Co. Rd. 30 will connect to the existing 20" trunk main located on the south side of Co. Rd. No. 30. The proper number of valves, hydrants, and fittings are also included. This section of Daniel Drive is located in the high pressure zone and will experience static and re- sidual pressure of 82 and 74 psi respectively. Page 1. 5146e 31 Services - Sanitary sewer and water services are proposed to be constructed 15 feet beyond the property line to the 5 abutting lots in Lexington Point 2nd Addition. Sewer service lines are proposed to be 4" diameter and water ser- vice lines 1" diameter. Storm Sewer - Storm sewer proposed herein includes constructing a lateral storm sewer in Daniel Drive. The storm sewer in Daniel Drive is sized to con- vey runoff from the northwesterly part of Lexington Point 2nd Addition (ap- proximately 10 acres) and approximately 30 acres from the undeveloped property zoned commercial west of Lexington Point 2nd Addition. It is proposed to ex- tend the lateral storm sewer easterly from Daniel Drive through the existing ravine located in Parcel 012-03 as shown on the attached drawing. The storm sewer would be extended to the existing culvert crossing Co. Rd. No. 30 at the northwest corner of Northview Meadows 2nd Addition. Project No. 475 provided for reconstructing the southerly end of the existing 48" RCP culvert beneath Co. Rd. No. 30 with a 12" RCP to minimize further erosion north of Co. Rd. No. 30 and also creating a dry ponding area designated as Pond JP -28A. The 12" RCP outlet pipe was sized to restrict the runoff from the drainage area south of Co. Rd. No. 30 based on its being undeveloped until the storm sewer system north of Co. Rd. No. 30 to Northview Park is completed. However, with the im- provements to the High School site located north of Co. Rd. 30, this upstream storm sewer system will be completed within the next year, therefore, allowing the outlet structure for Pond JP -28A to be upgraded to its ultimate capacity. The proposed storm sewer within Daniel Drive and to Pond JP -28A range in size from 36" RCP to 15" RCP. Street - Street construction proposed herein includes constructing Daniel Drive to a 9 ton design section 44' wide from existing Daniel Drive to Co. Rd. Page 2. 5146e No. 30 which includes grading aggregate base, bituminous surfacing and con- crete curb and gutter construction. It is also proposed to construct an $' wide bituminous trail on the south side of Daniel Drive. The connection of Daniel Drive to Co. Rd. No. 30 provides for aligning the centerline of Daniel Drive with the existing service drive serving Northview Park Elementary School on its east side north of Co. Rd. No. 30. To accommodate this alignment will require the centerline of Northview Park Road to be skewed with Co. Rd. No. 30 to avoid the relocation of a transmission tower owned by NSP. Therefore, the construction of Daniel Drive at Co. Rd. No. 30 will also require approval from NSP due to the fact the road will be constructed within an NSP easement and adjacent to a transmission tower. The skewed angle with Co. Rd. No. 30 must be 10 degrees or less in accordance with Dakota County. AREA TO BE INCLUDED: ASSESSMENT AND CONSTRUCTION AREA NE 1/4, SECTION 26 Parcel 012-03 Parcel 013-03 (Lexington Pt. 2nd Addition) NW 1/4, SECTION 26 Parcel 010-25 Parcel 010-26 Parcel 011-27 Parcel 020-26 Parcel 012-29 EAGAN CENTER IST ADDITION Outlot A Outlot B. 5146e Page 3. 4, COST ESTIMATE: A detailed cost estimate is presented in Appendix A located at the back of this report. A summary of these costs is as follows: Sanitary Sewer $ 25,730 Water Main 48,950 Services 6,790 Storm Sewer 90,090 Street - Daniel Drive 88,750 TOTAL...................................... $260,310 The total estimated project cost is $260,310 which includes contingencies and all related overhead. Overhead costs are estimated at 30% and include legal, engineering, administration and bond interest. ASSESSMENTS: Assessments are proposd to be levied against the benefited prop- erty. A preliminary assessment roll is included at the back of this report in Appendix B.. All lateral costs will be revised based on final costs. These assessments will be spread over 5 years at an interest rate based on the bond sale financing this project. SANITARY SEWER: It is proposed to assess the total cost of lateral sanitary sewer on a front foot basis to the property abutting the sanitary sewer in Daniel Drive. Trunk area sanitary sewer was previously assessed under Project No. WATER MAIN: It is proposed to assess the cost of water main on a front foot basis to the property abutting the water main in Daniel Drive. It is assumed the 12" main abutting Parcel 010-25 will be assessed based on the cost of a 12" main because of its commercial zoning while the 12" main abutting Parcel 012-03 will be assessed as a 6" equivalent because it is considered residen- tial. The remaining front footage will be assessed the cost to construct the 6" main. Trunk area water main was previously assessed. Page 4. 5146e le SERVICES: It is proposed to assess the cost of services to the abutting lots they serve in Lexington Point 2nd Addition. STORM SEWER: The storm sewer in Daniel Drive is considered lateral and is proposed to be assessed -on an area basis to the benefiting property it serves. The drainage area proposed to be assessed is shown on the drawing lo- cated at the back of this report. Due to the fact the runoff generated from residential property is less than multiple and commercial property, three as- sessment rates were determined based on a runoff coefficient of 0.4 for resi- dential, 0.5 for multiple and 0.6 for commercial. Trunk area storm sewer for this area has been assessed to the platted property due to their development. However, because the storm sewer proposed herein is considered lateral and the storm sewer from Co. Rd. No. 30 to North - view Park is considered trunk, it is not proposed to assess trunk area storm sewer to the remaining unplatted property until the trunk storm sewer north of Co. Rd. No. 30 to Northview Park is constructed. STREET: Street is proposed to be assessed on a front foot basis to the abut- ting property it serves. Page 5. 5146e �3 REVENUE: Revenue sources to cover the cost of this project are as follows: Project Cost Revenue Balance A. SANITARY SEWER Lateral Lateral Assessment B. WATER MAIN Lateral Lateral Assessment C. SERVICES Lateral Lateral Assessment C. STORM SEWER Lateral Lateral Assessment Er STREET Lateral Lateral Assessment $25,730 $25,730 $48,950 $48,950 $ 6,790 $ 6,790 $90,090 $90,090 $88,750 $25,730 $25,730 $46,869 $46,869 $ 6,790 $ 6,790 $90,090 $90,090 $8750 -$2,081 - 0 - $88,750 $882750 - 0 - TOTAL -$2,081 It is anticipated $2,081 will be required from the trunk utility fund to finance the cost of this project. PROJECT SCHEDULE Present Feasibility Report July 21, 1987 Public Hearing August 18, 1987 Approve Plans & Specifications September, 1987 Open Bids/Award Contract October, 1987 Construction Completion Summer, 1988 Final Assessment Hearing September, 1988 First Payment Due with Real Estate Taxes May, 1989 Page 6. 5146e 4 APPENDIX A PRELIMINARY COST ESTIMATE DANIEL DRIVE (CO. RD. NO. 30 TO CURRY TRAIL) UTILITY AND STREET IMPROVEMENTS PROJECT NO. 508 A.) SANITARY SEWER 700 Lin.ft. 8" PVC Sanitary sewer @ $16.00/lin.ft. $11,200 5 Each Std. 4' dia. MH w/cstg. @ $1,000.00/ea. 4,000 20 Lin.ft. MH depth greater than 8' deep @ $70.00/lin.ft. 1,400 1 Each Connect 8" PVC to existing 8" PVC @ $300.00/ea. 300 5 Each 8"x4I wye branch @ $50.00/ea. 250 100 Cu.yds. Rock stabilization below pipe @ $10.00/cu.yd. 1,000 700 Lin.ft. Mechanical trench compaction @ $1.00/lin.ft. 700 Total $189850 +5% Contingencies 940 $19,790 +30% Legal, Engrng., Admin. & Bond Interest 5,940 TOTALSANITARY SEWER ............................... $25,730 B.) WATER MAIN 400 Lin.ft. 12" DIP Water main in pl. @ $22.00/lin.ft. $ 8,800 730 Lin.ft. 6" DIP Water main in pl. @ $14.00/lin.ft. 10,220 2 Each Hydrant in pl. @ $1,000.00/ea. 2,000 2 Each 12" Resilient wedge gate valve & box @ $800.00/ea. 1,600 4 Each 6" Resilient wedge gate valve & box @ $400.00/ea. 1,600 5,000 Lbs. Fittings in place @ $1.50/lb. 7,500 1 Each Wet tap 12" DIP to existing 20" DIP @ $2,000.00/ea. 2,000 1 Each Connect 12" DIP to existing 12" DIP @ $500.00/ea. 11000 1,130 Lin.ft. Mechanical trench compaction @ $1.00/lin.ft. 1,130 Total $35,850 +5% Contingencies 1,800 $37,650 +30% Legal, Engrng., Admin. & Bond Interest 112300 TOTALWATER MAIN ................................... $48,950 Page 7. 5146e I C.) SERVICES 275 Lin.ft. 4" PVC Sanitary sewer in pl. @ $8.00/lin.ft. $ 2,200 225 Lin.ft. 1" Type "K" copper in pl. @ $6.00/lin.ft. 1,350 5 Each 1" Corporation stop in p1. @ $50.00/ea. 250 5 Each 1" Curb stop & box @ $80.00/ea. 400 50 Cu.yds. Rock stabilization below pipe @ $10.00/cu.yd. 500 275 Lin.ft. Mechanical trench compaction @ $1.00/lin.ft. 275 1 Each Total $ 4,975 8 Cu.yds. +5% Contingencies 245 LUMP SUM Clear & grub trees @ $800.00/L.S. $ 5,220 1.5 Ac. +30% Legal, Engrng., Admin. & Bond Interest 1,570 TOTALSERVICES ..................................... $ 6,790 D.) STORM SEWER 1,000 Lin.ft. 36" RCP Storm sewer in pl. @ $42.00/lin.ft. $429000 260 Lin.ft. 21" RCP Storm sewer in pl. @ $28.00/lin.ft. 7,280 30 Lin.ft. 18" RCP Storm sewer in pl. @ $24.00/lin.ft. 720 120 Lin.ft. 15" RCP Storm sewer in pl. @ $22.00/lin.ft. 22640 3 Each Std. MH w/cstg. @ $1,000.00/ea. 3,000 5 Each STd. CB w/cstg. @ $800.00/ea. 4,000 1 Each 36" RCP flared end w/trash guard @ $1,500.00/ea. 1,500 8 Cu.yds. Rip rap in pl. @ $50.00/cu.yd. 400 LUMP SUM Clear & grub trees @ $800.00/L.S. 800 1.5 Ac. Seed w/mulch & fertilizer @ $1,500.00/ac. 23250 1,410 Lin.ft. Mechanical trench compaction @ $1.00/lin.ft. 1,410 Total $66,000 +5y Contingencies 3$00 $69,300 +30% Legal, Engrng., Admin. & Bond Interest 20,790 TOTALSTORM SEWER .................................. $90,090 5146e Page 8. qG� E.) STREETS 3,000 Cu.yds. Common excavation @ $3.00/cu.yd. $ 9,000 LUMP SUM Clear & grub trees @ $1,000.00/L.S. 1,000 500 Cu.yds. Subgrade correction @ $3.00/cu.yd. 1,500 200 Cu.yds. Select Granular borrow @ $6.00/cu.yd. 1,200 4,500 Sq.yds. Subgrade preparation @ $0.50/sq.yd. 2,250 219200 Ton Cl. 5, Aggregate base @ $6.00/ton 13,200 350 Ton Cl. 5 Aggregate base (trail) @ $8.00/ton 2,800 500 Ton 2331 Bituminous base course @ $12.00/ton 61000 380 Ton 2341 Bituminous wear course @ $14.00/ton 5,320 100 Ton 2341 Bituminous wear course (trail) @ $20.00/ton 29000 50 Ton Bituminous material for mixture @ $180.00/ton 9,000 200 Gals. Bituminous material for tack coat @ $1.50/gal. 300 1,700 Lin.ft. B618 Concrete curb & gutter @ $5.00/lin.ft. 8,500 1,400 Lin.ft. Reinforcing for conc. C.& G. @ $0.50/lin.ft. 700 1.5 Acres Seed w/3" topsoil, mulch & fertilizer @ $1,500.00/Ac. 2,250 Total $65,020 +5% Contingencies 3,250 $68,270 +30% Legal, Engrng., Admin. & Bond Interest 20,480 TOTALSTREETS ...................................... $88,750 Page 9. 5146e 17 APPENDIX B PRELIMINARY ASSESSMENT ROLL DANIEL DRIVE (CO. RD. NO. 30 TO CURRY TRAIL) UTILITY AND STREET IMPROVEMENTS PROJECT NO. 508 A. SANITARY SEWER Parcel Assessable Total Descri tion Footage Rate/F.F. Assessment NE 1/4 SECTION 26 Parcel 012-03 610 $21.09 $121865 Parcel 013-03 (Lex. Pt. 2nd) 610 21.09 12,865 Total 1,220 $25,730 B. WATER MAIN NE 1/4, SECTION 26 Parcel 012-03 870 - 6"(1) $25.74 $22,394 Parcel 013-03 (Lex. Pt. 2nd) 610 - 6" 25.74 15,702 NW 1/4, SECTION 26 Parcel 010-25 260 - 12" $33.74 $ 8 773 Total 1,740 $46,869 C. SERVICES Parcel No. of Cost/ Total Description Services Service Assessment NE 1/4, SECTION 26 Parcel 013-03 (Lex. Pt. 2nd) 5 $1$58 $ 6 790 Total 6,790 (1) The rate per front foot assumes the cost difference between a 12" and 6" main is $8.00/lin.ft. which will be revised based on final costs. It is assumed 260' of 12" main abuts Parcel 012-03 which is the basis for determining the as- sessment rate (520x + 1220 (x-8) = 48,950; where x equals the 12" rate). Page 10. 5146e C. STORM SEWER a.) Lateral Parcel Assessable Total Description Area Cost/Acre Assessment NE 1/4, SECTION 26 Parcel 012-03 6.9 ac. $1,755 $12,108 Parcel 013-03 (Lex. Pt. 2nd) 8.9 ac. 1,404 12,494 NW 1/4, SECTION 26 Parcel 010-25 17.1 ac. $2,106 $36,008 Parcel 010-26 0.9 ac. 2,106 1,895 Parcel 010-27 4.2 ac. 211106 8,844 Parcel 020-26 3.4 ac. 2,106 7,159 Parcel 012-29 2.6 ac. 2,106 5,475 EAGAN CENTER IST ADDITION Outlot A 1.9 ac. $2,106 $ 4,001 Outlot B 1.0 ac. 2,106 2,106 46.9 ac. $90,090 E.) STREET Parcel Assessable Total Description Footage Rate/F.F. Assessment NE 1/4, SECTION 26 Parcel 012-03 870 $51.01 $44,375 Parcel 013-03 (Lex. Pt. 2nd) 610 51.01 312114 NW 1/4, SECTION 26 Parcel 010-25 260 $51.01 $13,261 1,740 $883750 5146e Page 11. 4 SUMMARY PRELIMINARY ASSESSMENT ROLL DANIEL DRIVE (CO. RD. NO. 30 TO CURRY TRAIL) UTILITY AND STREET IMPROVEMENTS PROJECT NO. 508 Parcel Total Sanitary Water Description Sewer Main NE 1/4, SECTION 26 Parcel 012-03 $122865 $24,475 Parcel 013-03 (Lex. Pt. 2nd) 12,865 15,702 NW 1/4, SECTION 26 Parcel 010-25 Parcel 010-26 Parcel 011-27 Parcel 020-26 Parcel 012-29 EAGAN CENTER 1ST ADDITION Outlot A Outlot B Storm Total Services Sewer Street Assessment --- $12,108 $441375 $93,823 $6,790 12,494 31,114 78,965 $ 8,773 $36,008 $13,261 1,895 8,844 7,159 5,475 $25,730 $48,950- 5146e Page 12. v $58.4042 1,895 8,844 7,159 5,475 $ 4,001 $ 43001 2,106 _ 2,106 $6,790 $90,090 $88,750 $260,310 NORTH 010 -7 9 0 100' 200' 300! 400• _ NORTHVIEW ELEM. SCHOOL O 010-78 010-53 _ I DEER (C.S.A.H. No. 30l DIFFLEY ROAD ADD. 23 ( 26 NSP TRANSMISSION II TOWER (TYP) I` FUTURE I STREET CONNECTION ` rt1� II I� 010-25 I I I I I I I I ( I Imm` Ex. 50' NSP I T EASEMENT_'I II FUTURE LEXINGTON POINTE 2nd ADDITION FUTURE LEXINGTON I POINTE Ist ADDITION I� 012-03 PROPOSED SANITARY SEWER Ex. Sanitary Sewer —\ AI BONESTROO. ROSENE. ANDERUK DANIEL DRIVE & ASSOCIATES. INC. Engineers be Architects SANITARY SEWER St. Poul, Minnesota CITY PROJECT No. 508 pate: JULY, 4 1987 Fig. N0. I EAGAN, MINNESOTA Comm. 49 NORTHVIEW ELEM SCHOOL 010-53 DIFFLEY ROAD ;' s NSP TRANSMISSION II TOWER (TYP) 11 FUTURE I STREET---- TREET— I �! CONNECTION r r II II I� 010-25 I I I 1I - II I I_ I �- II I m�" Ex. 50' NSP 1 T EASEMENT II FUTURE LEXINGTON I POINTE 2nd ADDITION FUTURE LEXINGTON POINTE Ist ADDITION 11 10-79 NORTH O _ 0 100' 200' 300' 400' 010-78 DEER ADD.(C.S.A.H. No. 30) r--2 DANIEL DRIVE WATER MAIN Ex. 20" D.I.P 012-03 PROPOSED 12" DIP s 6„ WATER MAIN 5 6 a 3 Ex. 12" 2 3 6•• oQ 1 2 6" ` oR/ve / 1`013-03`���� V CITY PROJECT No.508 EAGAN, MINNESOTA S�— BONESTROO, ROSENE, ANDERUK do ASSOCIATES. INC. Engineers do Architects St. Paul, Minnesota Date: JULY, 1987 Comm. 49431 Fig. NO. 2 NORTH 010-79 NORTHVIEW ELEM SCHOOL 0 100' 200 300' 400' - 010-53 (D010-78 1 Ex. CULVERT DIFFLEY ROAD DEER (C.S.A.H. No. 30) �p ADD. II 36' - POND JP -28A 940.0 / 2s 1 PROPOSED 012-03 ssl. RCP STORM s NSP TRANSMISSION �'II SEWERS ��--! 5 TOWER lTYP1 — I` ` 4 FUTURE 1 j36" STREET ��_ �x 3 CONNECTION 2 3 / 2 1 010-25 013 -03 � v Ex. 50' NSP EASEMENT' I FUTURE LEXINGTON POINTE 2nd ADDITION FUTURE LEXINGTON I 1 ( _ POINTE Ist ADDITIONIle BONESTROR S • INC. DERUK DANIEL DRIVEFdo ASSOCIATES. STORM- SEWER Engineers k Architects St. Paul• Minnesota CITY PROJECT No. 508 Date: JULY, 3987 Fig. NO. 3 EAGAN, MINNESOTA Comm. 494 SVS NORTHVIEW ELEM SCHOOL 010-53 DIFFLEY ROAD 26 NSP TRANSMISSION II TOWER (TYP) 11 FUTURE I A STREET CONNECTION 'r I c I� II I� 010-25 I I I (� I I �I I� II 1� Ex. 50' NSP EASEMENT II FUTURE LEXINGTON I POINTE 2nd ADDITION FUTURE LEXINGTON I POINTE Ist ADDITION I, 10-79 NORTH Q 0 100' 200' 300' 400' 010-78 DEER ADD. (C.S.A.H. No. 30) 012-03 PROPOSED STREET 44' B -B, B618 CONCRETE C. & G. � Ex. STREET � r 013-03/�� - � r DANIEL DRIVE STREETS CITY PROJECT No.508 EAGAN, MINNESOTA 5� 6 3 2 OR 1 BONESTROO. ROSENE. ANDERUK do ASSOCIATES. INC. Engineers & Architects St. Paul, Minnesota Date: JULY, 1987 NO 4 Comm. 49431 Fig. •___J, DANIEL DRIVE BONESTROO. ROSENE. ANDERUK do ASSOCIATES. INC. ASSESSMENTS Engineers do Architects CITY PROJECT No. 508 St. Paul. Minnesota EAGAN MINNESOTA Date: JULY, 1987 FI . N0. L Comm. 49431 9 S� Agenda Information Memo August 18, 1987, City Council Meeting PROJECT 509. PATRICK ADDITION - STREETS AND UTILITIES F. Project 509, Patrick Addition - Streets and Utilities --On July 21, Council received the feasibility report for the installation of streets and utilities to service the proposed Patrick Addition. Enclosed on pages 5-Z through Z is a copy of that feasibility report. All notices have been published in the legal newspaper and sent to all property owners to be assessed under this project. The consulting engineer responsible for the preparation of this report will be available to discuss the project and answer any questions that may arise. ACTION TO BE CONSIDERED ON THIS ITEM: To close the and approve/deny Project 509 (Patrick Addition Utilities) and, if approve, authorize appropriation and specifications. public hearing - Streets and of detail plans FM N®. 49432 SONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. ENGINEERS & ARCHITECTS ST. PAUL, MINNESOTA 57 Bonestroo, Rosene, Anderlik & Associates, Inc. 2335 W. Trunk Highway 36 St. Paul, MN 55113 612.636.4600 July 15, 1987 Honorable Mayor and Council City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Engineers & Architects Re: Patrick Addition Utility and Street Improvements Project No. 509 File No. 49432 Dear Mayor and Council: Ono G. Bonestroo, P.E. Robert W. Rosene, Y.G. Joseph C. Anderlik, P.G. Bradford A. Lemberg, P.E. Richard E. Turner, P.E. James C. Olson, P.E. Glenn R. Cook, P.E. Keith A. Gordon. Y.E. Thomas E. Noyes. P.E. Richard W. Foster, P.E. Robert G. Schunicht, P.E. Marvin L. Sorvala, P.E. Donald C. Burgardl, P.E. Jerry A. Bourdon, P.£. Murk A. Hanson, P.E. Ted K. Field, P.£. Michael T. Raulmann, P.E. Robert R. Pfefferle, P.E. Duvid O. Loskatu, P.E. Thomas W. Peterson, P.E. Michael C. Lynch, P.E. Karen L. Willis, P.E. James R. Maland, P.E. Kenneth P. Anderson, P.E. Keith A. Bachmann, P.E. Mark R. Rolfs, P.E. Robert C. Russek, A.LA. Thomas E. Angus, P.£. Scott L. Young, P.E. Charles A. Erickson Leo M. Pawelsky Harlan M. Orson Susan M. Eberhn Transmitted herewith is our report for Patrick Addition, Project No. 509. This report covers sanitary sewer, storm sewer, water main, and street con- struction and includes a 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, BONE R00, ROSE , ANDERLIK & ASSOCIATES, INC. Mark A. Hanson MAH:li 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 t Stat of Mi esota. G Mark`A. anson Date:--//15- ate•7 15- U Reg. No. / � IC/ Approved Department of Public Works Date: % �0 5115e SCOPE: This project provides for the construction of sanitary sewer, water main, storm sewer and streets to serve Patrick Addition. This addition is lo- cated in the southeast corner of Dodd Road and Wilderness Run Road on the south shore of Hay Lake. Patrick Addition consists of 8 single family lots. FEASIBILITY AND RECOMMENDATIONS: The project is feasible from an engineering standpoint and is in accordance with the Master Utility and Street Plan for the City of Eagan. The project as outlined herein can be best carried out as one contract. DISCUSSION: Sanitary Sewer - Sanitary sewer proposed herein includes constructing an 8" diameter PVC sanitary sewer in Patrick Circle as shown on the attached draw- ing. The sewer will connect to the existing trunk sanitary sewer abutting Hay Lake. Water Main - Water main proposed herein includes constructing a 6" diameter DIP water main in Patrick Circle as shown on the attached drawing. The 6" water main will connect to an existing 16" trunk main in Dodd Road. The prop- er number of valves, hydrants, and fittings are also included. This addition is located in the high pressure zone and will experience static and residual pressure of 104 and 93.7 psi respectively. As a result, individual pressure reduction valves will be required for all homes within this subdivision to be installed with the building permit. Services - Sanitary sewer and water services are proposed to be constructed 15 feet beyond the property line. Sewer service lines are proposed to be 4" di- ameter and water service lines 1" diameter. Storm Sewer - Patrick Circle drains onto Dodd Road. Therefore, it is proposed to extend a 15" RCP storm sewer in the easterly boulevard of Dodd Road from the existing storm sewer at Wilderness Run Road to Patrick Circle. Page 1. 5115e �55 Street - Street construction proposed herein includes a 28' wide street con- structed to a 7 ton residential design thickness. Bituminous surfacing, sur- mountable concrete curb and gutter is included in conjunction with restoration of the boulevard area. It is assumed for purposes of this report, the site grading will be done by the developer. AREA TO BE INCLUDED: ASSESSMENT AND CONSTRUCTION AREA SW 1/4 SECTION 25 Parcel 010-53 (Patrick Addition) Parcel 012-51 (Patrick Addition) COST ESTIMATES: Detailed cost estimates are presented in Appendix A located at the back of this report. A summary of these costs is as follows: Sanitary Sewer $ 17,160 Water Main 17,360 Services 8,570 Storm Sewer 9,300 Streets 22,110 TOTAL................................. $ 74,500 The total estimated project cost is $74,500 which includes contingencies and all related overhead. Overhead costs are estimated at 30% and include legal, engineering, administration, and bond interest. ASSESSMENTS: Assessments are proposed to be levied against the benefited property. A preliminary assessment roll is included at the back of this re- port in Appendix B. All lateral costs will be revised based on final costs. The assessments will be spread over 5 years at an interest rate based upon the bond sale used to finance this project. Page 2. 5115e SANITARY SEWER: It is proposed to assess the total cost of sanitary sewer equally on a per lot basis to each lot in Patrick Addition. Trunk area sani- tary sewer was previously assessed under Project 241. WATER MAIN: It is proposed to assess the total cost of water main equally on a per lot basis to each lot in Patrick Addition. Trunk area water main was previously assessed under Project 241. SERVICES: It is proposed to assess the total cost of sanitary sewer and water service equally on a per lot basis to each lot in Patrick Addition. STORM SEWER: It is proposed to assess the cost of lateral storm sewer equally on a per lot basis to each lot in Patrick Addition. Trunk area storm sewer has been previously assessed to Parcel 010-53. Parcel 012-51 which includes the old alignment of Dodd Road has not been assessed and is therefore proposed to be assessed as part of the development agreement. STREET: It is proposed to assess the total cost of Patrick Circle equally on a per lot basis to each lot in Patrick Addition. An adjustment in past as- sessments for improvements to Dodd Road and the future construction of a trailway will be incorporated in the development agreement. Page 3. 5115e REVENUE SOURCES: Revenue sources to cover the cost of this project are as follows: A. SANITARY SEWER Lateral Lateral Assessment TOTAL B. WATER MAIN Lateral Lateral Assessment TOTAL C. SERVICES Lateral Lateral Assessment TOTAL D. STORM SEWER Lateral Lateral Assessment TOTAL E, STREET Lateral Lateral Assessment TOTAL 5115e Project Cost $ 17,360 $ 17,360 $ 8,570 $ 8,570 $ 9,300 $ 9,300 Page 4. Revenue Balance $ 1,160 $ 17,160 - 0 $ 17,360 $ 17,360 - 0 $8 570 $ 8,570 - 0 $_9130U -- $ 9,300 - 0 $ 227110 $ 22,110 - 0 PROJECT SCHEDULE Present Feasiblity Report Public Hearing Approve Plans and Specifications Open Bids/Award Contract �1) Complete Construction Assessment Hearing First Payment Due with Real Estate Taxes (1) Subject to final plat approval. Page 5. 5115e �3 July 21, 1987 August 18, 1987 August/September, 1987 Fall, 1987 Summer, 1988 September, 1988 May, 1989 APPENDIX A PRELIMINARY COST ESTIMATE PATRICK ADDITION UTILITY AND STREET IMPROVEMENTS PROJECT NO. 509 A.) SANITARY SEWER 440 Lin.ft. 8" PVC Sanitary Sewer in pl. @ $15.00/lin.ft. 3 Each Std. MH w/cstg. in pl. @ $1,000.00/ea. 8 Each 8" x 4" wye branch @ $60.00/ea. 5.0 Lin.ft. 8" Outside drop @ $50.00/lin.ft. 1 Each Connect to existing MH @ $800.00/ea. 100 Cu.yds. Rock stabilization below pipe @ $10.00/cu.yd. 440 Lin.ft. Mechanical trench compaction @ $1.00/lin.ft. Total +5% Contingencies +30% Legal, Engrng., Admin. & Bond Interest TOTALSANITARY SEWER ............................... B.) WATER MAIN 70 Sq.yds. Remove existing pavement @ $3.00/sq.yd. 450 Lin.ft. 6" DIP Water main in pl. $ 14.00/lin.ft. 1 Each Hydrant in pl. @ $1,000.00/ea. 600 Lbs. Fittings in pl. @ $2.00/lb. 1 Each Wet tap 6" DIP to existing 16" DIP @ $1,500.00/ea. 70 Sq.yds. Bituminous mixture for patch @ $15.00/sq.yd. 100 cu.yds. Rock stabilization below pipe @ $10.00/cu.yd. 450 Lin.ft. Mechanical trench compaction @ $1.00/lin.ft. Total +5% Contingencies +30% Legal, Engrng., Admin. & Bond Interest TOTALWATER MAIN ................................... Page 6. 5115e / CO $ 6,600 3,000 480 250 800 1,000 440 $12,570 630 $13,200 3,960 $17,160 $ 210 6,300 1,000 1,200 1,500 1,050 1,000 450 $12,710 640 $13,350 y 44010 $17,360 C.) SERVICES 350 Lin.ft. 4" PVC Sanitary sewer service @ $7.00/lin.ft. $ 2,450 350 Lin.ft. 1" Type "K" copper water service @ $6.00/lin.ft. 22100 8 Each 1" Corporation stop @ $30.00/ea. 240 8 Each 1" Curb stop @ $80.00/ea. 640 50 Cu.yds. Rock stabilization below pipe @ $10.00/cu.yd. 500 350 Lin.ft. Mechanical trench compaction @ $1.00/lin.ft. 350 +5% Contingencies Total $ 6,280 +5% Contingencies 310 +30% Legal, Engrng., Admin. & Bond Interest 2,150_ $ 6,590 +30% Legal, Engrng., Admin. & Bond Interest 1,980 TOTALSERVICES ..................................... $ 8,570 D.) STORM SEWER 190 Lin.ft. 15" RCP Storm sewer in pl. @ $24.00/lin.ft. $ 43,560 2 Each Std. CB w/cstg. @ $800.00/ea. 1,600 1 Each Connect to existing CBMH @ $500.00/ea. 500 0.1 Acre Seed w/topsoil & mulch @ $1,500.00/ea. 150 Total $ 6,810 +5% Contingencies 340 $ 7,150 +30% Legal, Engrng., Admin. & Bond Interest 2,150_ TOTALSTORM SEWER ................................... $ 9,300 Page 7. 5115e E.) STREETS 200 Cu. yds. Subgrade correction @ $3.00/cu.yd. $ 600 200 Cu.yds. Select Granular borrow @ $6.00/cu.yd. 1,200 13500 Sq.yds. Subgrade preparation @ $0.50/sq.yd. 750 550 Tons Cl. 5, Aggregate base, 100% crushed quarry rock @ $7.00/ton 3,850 110 Tons 2331 Bituminous base course @ $11.00/ton 19210 110 Tons 2341 Bituminous wear course @ $13.00/ton 1,430 14 Tons Bituminous Material for mixture @ $180.00/ton 2,520 60 Gals. Bituminous Material for tack coat @ $1.50/gal. 90 800 Lin.ft. Surmountable concrete C.& G. @ $5.00/lin.ft. 43P000 200 Lin.ft. Reinforcing for concrete C.& G. @ $0.50/lin.ft. 100 0.3 Acre Seed w/3" topsoil, mulch & fertilizer @ $1,500.00/ac. 450 Total $16,200 +5% Contingencies 810 $17,010 +30% Legal, Engrng., Admin. & Bond Interest 5_2100 TOTALSTREETS ....................................... $22,110 Page 8. 5115e APPENDIX B PRELIMINARY ASSESSMENT ROLL PATRICK ADDITION UTILITY AND STREET IMPROVEMENTS PROJECT NO. 509 A. SANITARY SEWER Parcel No. of Total Description Lots Cost/Lot Assessment PATRICK ADDITION Lot 1-8 8 $23,145 $17,160 B. WATER MAIN PATRICK ADDITION Lot 1-8 8 $2,170 $17,360 C. SERVICES PATRICK ADDITION Lot 1-8 8 $1,071 $ 8,570 D. STORM SEWER a.) Lateral PATRICK ADDITION Lot 1-8 8 $1,163 $.9 9300 E. STREET PATRICK ADDITION Lot 1-8 8 $210764 $22,110 5115e Page 9. l 7 Parcel Description PATRICK ADDITION Lot 1-8 5115e APPENDIX B PRELIMINARY ASSESSMENT ROLL PATRICK ADDITION UTILITY AND STREET IMPROVEMENTS PROJECT NO. 509 Sanitary Storm Total Sewer Water Services Sewer Street Cost/Lot $2,145 $23170 $1,071 $19163 $2,764 $9,313 Page 10. 0 OAKWOOD HEIGHTS 2nd ADD. FR Outlot B 0 NFss �oP RDH FAWN 2 000 0 3 RIDGE mu 5 0 f PATRICK Ex. Sanitary Sewer 7 LAKESIDE I 2 ESTATES 5 HAY LAKE ND LP -31 N - 907.8 HWL Q 3 C�RCLE 4 ADDITIOAI Proposed Sanitary Sewer 6 5 1 1 2 f®3 f 4 1 5 1 6 OVERHILL FARM FIRST' ADDITION PATRICK ADDITION SANITARY SEWER CITY PROJECT No. 509 EAGAN, M1 NN ESOTA ��j VA H 0 100, 20U Scale in Feet BONESTR00, ROSENE. ANDERUX & ASSOCIATES. INC. Engineers & Architects St. Paul, Minnesota Date: JULY, 1987 Comm. 49432 Fig. No. I OAKWOOD HEIGHTS 2nd ADD. Outlot B R��SS oQ0 Ex. 16"DIP. Water Main LAKESIDE 1 2 PATRICK FAWN l 2 4 ooh O . I 3 2 RIDGE p Proposed iQ 6"DI P 4 / . �Ck Water Main Cl1gC 5 Wet Tap 8 7 6 I 2 ®3 4 5 OVERHILL FARM FIRST PATRICK ADDITION WATER MAIN CITY PROJECT No. 509 EAGAN, Mi N N E SOTA '7O P ESTATES 5 HAY LAKE ND LP -31 N W 907.8 HWL = .a 4 ADDITION 5 1 6 f 7 I ADD/ TION 0 100' 200' Scale in Feet BONESTROO, ROSENE, ANDERUK do ASSOCIATES, INC. Engineers do Architects St. Paul, Minnesota Date: JULY, 1987 Comm. 49432)( Fl g. No. 2 PATRICK ADDITION STORM- SEWER CITY PROJECT No. 509 EAGAN, MINNESOTA �1 ®ONESTR00. ROSENE. ANDERUK & ASSOCIATES. INC. Engineers & Architects St. Paul. Minnesota Dote. JULY, '987 Coram. 49432 F19• N0, 3 OAKWOOD HEIGHTS 2nd ADD. LAKESIDE �<pR Outlot B I 2 RNRss oQo 2 p ESTATES 5 PATRICK HAY LAKE FAWN ND LP -31 2 / N -9078 H WL - o 3 Ex. S t reet � / RIDGE 3 4 / AgrRlc Proposed Street 30' B- B Su ntable Conc. C. a G CIRCj-E 4 L, 5 ADDITION 0 7 5 1 f 2 +®3 I 4 1 5 1 6 7 I OVERHILL FARM FIRST ADDITION NO TH 0 100' 200' PATRICK ADDITION STREETS CITY PROJECT No. 509 EAGAN, Mi N N ESOTA Scale in Feet BONESTROO. ROSENE. ANDERUK do ASSOCIATES. INC. Engineers do Architects St. Paul. Minnesota Date: JULY, 1987 Comm. 49432 Fig. NO. 4 Agenda Information Memo August 18, 1987, City Council Meeting PROJECT 448R, FINAL ASSESSMENT ROLL (WILDERNESS PONDS - TRUNK STORM SEWER) G. Project 448R, Final Assessment Roll (Wilderness Ponds - Trunk Storm Sewer) --On July 21, the Council received the Final Assessment Roll and scheduled the public hearing to be held on August 18th for the improvements associated with the installation of a trunk sto m sewer through the Wilderness Ponds Addition. Enclosed on page is a summary sheet showing the proposed final assessments as to those estimates contained in the Feasibility Report presented at the public hearing held on May 6, 1986. All notices have been published in the legal newspaper and sent to the affected property owners along with the amount of the proposed assessment. As of this date, the staff has not received any objections to these proposed assessments. ACTION TO BE CONSIDERED ON THIS ITEM: To close public hearing and approve/modify the Final Assessment Roll for Project 448R (Wilderness Ponds - Trunk Storm Sewer) and authorize the certification to the county for collection. q FINAL ASSESSMENT HEARING PROJECT NO: 448R SUBDIVISION/AREA: Wilderness Ponds FINAL ASSESSMENT HEARING: August 18, 1987 IMPROVEMENTS INSTALLED AND/OR ASSESSED: F.R. = Feasibility Report FINAL F.R. WATER RATES RATES Area QLaterals .�.�•� Service r Lat. Benefit/ Trunk STORM . Area Lj Lateral $0.048/S.F. $0.048/S.F SANITARY Area Laterals Service Lat. Benefit/ Trunk STREETS QGravel Base Surfacing ORes. Equiv. FINAL RATES NUMBER OF PARCELS AFFECTED: 41 NUMBER OF YEARS ASSESSED: 15 RATE OF INTEREST: 9% TOTAL AMOUNT ASSESSED: $31,508.06 (FR $32,854.00) TOTAL AMOUNT CITY FINANCED: NA CONSTRUCTED UNDER THE FOLLOWING CONTRACTS: 86-27 c:l PUBLIC HEARING DATE: May 6, 1986 F.R. RATES Agenda Information Memo August 18, 1987, City Council Meeting PROJECT 455, FINAL ASSESSMENT ROLL DEERWOOD DRIVE - STREETS & UTILITIES) H. Project 455, Final Assessment Roll (Deerwood Drive - Streets and Utilities) --On July 21, the Council received the Final Assessment Roll and schedule the public hearing for August 18th for the improvements associated with the installation of streets and utilities on Deerwood Drive from Pilot Knob Road to I -35E. Enclosed on page 2 %_ is a summary tabulation of the final assessment rates as compared to those estimated in the Feasibility Report presented at the public hearing held on January 21, 1986. All notices have been published in the legal newspaper and sent to all property owners proposed to be assessed under this project. The staff has received some objections from the existing homeowners along Deerwood Drive regarding the amount of the assessments. However, the assessments were calculated and allocated in accordance with special assessment policies. The most recent special assessment policy that will relate to this project (87-1) is enclosed on pages _221- through �90 for the Council's reference during this public hearing. ACTION TO BE CONSIDERED ON THIS ITEM: To close public hearing and approve/modify the Final Assessment Roll for Project 455 (Deerwood Drive - Streets and Utilities) and, authorize certification to the county for collection. FINAL ASSESSMENT HEARING PROJECT NO: 455 SUBDIVISION/AREA: Deerwood Drive FINAL ASSESSMENT HEARING: August 18, 1987 IMPROVEMENTS INSTALLED AND/OR ASSESSED: F.R. = Feasibility Report FINAL F.R. WATER RATES RATES © Area $1,190/Ac. $1,190/Ac. QLaterals (1117—,79-3-0. 0 6 :708.00 Service (6") $1,266.72 N/A X Lat. Benefit/ $11.875/FF $11.875/FF Trunk STORM . 11 Area FR Lateral $15.95/FF _ $13.63/FF SANITARY Area OLaterals ID Service Lat. Benefit/ Trunk STREETS 11Gravel Base Surfacing aRes. Equiv. FINAL F.R. RATES RATES f. $32.45/FF $32.45/FF NUMBER OF PARCELS AFFECTED: 1Z NUMBER OF YEARS ASSESSED: 15 RATE OF INTEREST:. 8.5% TOTAL AMOUNT ASSESSED: $358,838.14 (FR $343,168) TOTAL AMOUNT CITY FINANCED: $272,139.28 CONSTRUCTED UNDER THE FOLLOWING CONTRACTS: 86-06 PUBLIC HEARING DATE: January 21 1986 9 `0 POLICY 87-1 STREET ASSESSMENT CLASSIFICATION VS ZONING/LAND USE SUBJECT: Assessment rates for different zoning/land uses in relation to the classification of the improved street. POLICY: Benefits from street improvements shall be assessed by taking into consideration the existing zoning (or land use if different from zoning) of the adjacent property and the functional classification of the improved street in effect at the time of the final assessment hearing in accordance with Table A of this policy attached hereto. The functional classification of the street shall be determined by the most recent Council action. If a street being installed or upgraded has not beer.. officially classified by Council action, the assessment shall be based on the classification of other similar functional streets in the community. Any subsequent reclassification of a street shall not be retroactive in respect to changing a previously levied assessment. However, the assessments for Undeveloped/ Agricultural zoned property will be assessed at the R-1 rate unless the atttached standard agreement (Exhibit 1) is executed by all persons holding interest in the title to the property. Future rates would be calculated in accordance with Policy 82-1. OBJECTIVE: JUSTIFICATION: The purpose of this policy is to equitably reflect the assessment obligations and benefits of adjacent property in relation to access requirements and limitations, traffic volume generations and distributions, and resulting roadway improvement standards and functional classifications. Credit reductions recognize the diminished benefit received from higher functional classification streets than necessary to provide service to or handle traffic generated from a specific use of property. Postponed assessments for undeveloped agriculture -zoned property recognize the subsequent benefits of its future respective land use/zoning but also the limited benefit of its present use. Reviewed and Acted upon by: CITY COUNCIL: Approved �'-5�-�� % Date Denied Date SPECIAL ASSESSMENT COMMITTEE: Approved ?-947 Date Denied Date Direct Access � A n � a• No Access (i) U > Churches a Schools U p Pub.Gov.Bld v C E E u .r w M c Direct Access N .a z tlo Access TABLE A SPECIAL ASSESSMENT POLICY.#87-1 STREET FUNCTIOULL CLASSIFICATIONS Local } Collector Arterial Neighborhood Community C/I Hi -nor oterm. Princioal (• I I l 00% of Res. 100$ of Res. 11001 of Res. 1100% of Res 100% of Res. NA I NA quiv. Rate Equiv. Rate Equiv. Rate Equiv. Rate Equiv. Rate or 100' of for 100' of [for 100' of Ifor 100' of for 100' of rontage for frontage for frontage for frontage for frontage for[ ach access each access ,each access each access each access NA NA NA I NA NA . NA I 1,A i 100% of I 100% Res. 1001 Res. 100% Res. total cost Equiv. Equiv. Equiv. 100% of 100$ of 100% of ( 100% of total cost total cost I total cost total cost 100% of 100% up to f 100% of 1100% of total cost multipleI multiple multiple res. equiv. F, res, equiv. res. equiv 1001 Res. ...ilA Equiv. r 1 100% up to NA a Comm/Incl. Equivalent f 100% of [ NA multiple J res. equiv. 100% of 100% of res{ 100% of res.(2) 1001.0f res.(2) 50%(2) total cost equiv. cost equiv. costl equiv. cost 100% of 50% of res. 501 of res. 501 of res. NA I total cost equiv. cost equiv. cost equiv. cost (1) Subject to the proper execution of the appropriate agreement, subsequent assmt, obligations will be determined and levied 'concurrent with any subdivision or rezoning of the property in accordance with Special Assessment Policy 82-1 (2) Further reduction by 1/2 if access is restricted to "Right -in -Right -out" NOTE: Corner lot credits -will be applied where appropriate for all assessment categories. d I NA NA NA NA NA EXHIBIT 1 SPECIAL ASSESSMENT POLICY #87-1 CITY OF EAGAN ASSESSMENT AGREEMENT UNDEVELOPED/AGRICULTURAL ZONING PROJECT NO. THIS AGREEMENT dated this day of , between the CITY OF EAGAN, (called City), and (called Owner) of , (address); WHEREAS, the City proposes to assess the following described premises in Dakota County, Minnesota, owned by Owner: (legal description) 19_, for the following improvements pursuant to City Project WHEREAS, such assessments would normally be based upon a single family (R-1) zoning classification of said premises; and WHEREAS, the present use of said property is Undeveloped/Agri- cultural; and WHEREAS, the highest and best use of the property may be at a different zoning; NOW THEREFORE, upon consideration of the mutual covenants herein, the parties agree as follows: 1. The City agrees to assess said property for the Project and purposes described above at its Undeveloped/Agricultural Use, in accordance with Special Assessment Policy #87-1. 2. The Owner—agrees for himself, his heirs, executors, administrators, successors, and assigns, that if the actual use of said property is changed in the future to a use or zoning category which is assessable at a higher rate and frontage than for the present use, the City,may reassess or levy a supplemental assessment at such time equal to the difference between the assessment for the new land use and the assessment for the present land use at the assessment rates, according to City policy, in effect at such future time. 3. The Owner, for himself, his heirs, executors, administrators,!successors and assigns, further waives notice of any and all hearing necessary and waives any and all objections to the present or future assessments agreed to herein or to the proceedings related thereto and waives the right to appeal such assessments. 4. The undersigned hereby agree that this agreement may be recorded with the Dakota County Recorder and that the owner shall execute any and all documents necessary to implement the recording of this agreement including the delivery of the Owner's Duplicate Certificate of Title to the affected lands if necessary. 5. The undersigned agrees that this agreement shall run with the affected land and binds the heirs, successors and assigns of such land. f9 6. The undersigned heirs, successors and assigns of such land, includes all of the person, firms or corporation that hold an interest in the assessed land and the reapportioned land described above, including the fee title owners, contract for deed vendees or vendors or holders of any other interest under contract for deed, option or otherwise. 7. Other conditions: The undersigned have read and understand the above agreement and hereby bind themselves to it in all respects. OWNER: CITY OF EAGAN By: Its Mayor Attest: Its Clerk By: Its: APPROVED: Public Works Department THIS DOCUMENT DRAFTED BY: HAUGE, EIDE & KELLER, P.A. 1260 Yankee Doodle Road Town Centre Professional Bldg., Eagan, MN 55123 (612) 456-9000 #200 EXEMPT FROM STATE DEED TAX Agenda Information Memo August 18, 1987, City Council Meeting PROJECT 469, FINAL ASSESSMENT ROLL TOWERVIEW ROAD - STREETS & UTILITIES I. Project 469, Final Assessment Roll (Towerview Road - Streets and Utilities) --On July 21, the Final Assessment Roll was presented with the public hearing being scheduled for August 18th for the improvements associated with the upgrading of Towerview Road. Enclosed on page __2 is a summary tabulation showing the Final assessment rates as compared to those estimated in the Feasibility Report presented at the public hearing held on April 15, 1986. All notices have been published in the legal newspaper and sent to all property owners informing them of the proposed assessment. As of this date, the staff has not received any objections to these proposed assessments. ACTION TO BE CONSIDERED ON THIS ITEM: To close the public hearing and approve/modify the Final Assessment Roll for Project 469 (Towerview Road - Streets and Utilities) and authorize certification to the county for collection. � I FINAL ASSESSMENT }TEARING PROJECT NO: 469 SUBDIVISION/AREA: Towerview Road FINAL ASSESSMENT HEARING: August 18, 1987 IMPROVEMENTS INSTALLED AND/OR ASSESSED: F.R. = Feasibility Report FINAL F.R. WATER RATES RATES Area QLaterals QService Q Lat. Benefit/ Trunk STORM . Area Lateral SANITARY Area Laterals Service r-ILat. Benefit/ Trunk STREETS CCravel Base [X Surfacing E]Res. Equiv. NUMBER OF PARCELS AFFECTED: 10 NUMBER OF YEARS ASSESSED: 10 RATE OF INTEREST: 9.0% TOTAL AMOUNT ASSESSED: $38,965.11 TOTAL AMOUNT CITY FINANCED: 0 CONSTRUCTED UNDER THE FOLLOWING CONTRACTS: 86-24 PUBLIC HEARING DATE: April 15. 1986 3 a FINAL F.R. RATES RATES $36.56/FF $52.60/FF Agenda Information Memo August 18, 1987, City Council Meeting PROJECT 472, FINAL ASSESSMENT ROLL CLEARVIEW ADDITION BEECHER DRIVE - STREETS) J. Project 472, Final Assessment Roll (Clearview Addition/Beecher Drive - Streets) --On July 21st, the Council received the Final Assessment Roll and scheduled the public hearing to be held on August 18th to discuss the cost associated with the improvement to Beec er Drive from Blackhawk Road to Walnut Lane. Enclosed on page is a tabulation of the final assessment rate. The original report proposed the street improvements for the entire Clearview Addition. However, as a result of the public hearing process, the Council reduced the scope of the project to just that segment presently being assessed. The adjacent property owner was then assessed the residential equivalent amount for his frontage. The amount of City financing is proposed to be added to the future Clearview Addition streets and to be spread equally in a manner to be determined at that later date. All notices have been published in the legal newspaper and sent to the property owner with the proposed assessment amount. ACTION TO BE CONSIDERED ON THIS ITEM: To close and approve/modify the Final Assessment Roll (Clearview Addition/Beecher Drive - Streets) certification to the county for collection. WCS the public hearing for Project 472 and authorize the FINAL ASSESSMENT HEARING PROJECT NO: 472 SUBDIVISION/AREA: Clearview Addition — Beecher Drive Intersection FINAL ASSESSMENT HEARING: August 18, 1987 IMPROVEMENTS INSTALLED AND/OR ASSESSED: F.R. = Feasibility Report FINAL F.R. WATER RATES RATES Area QLaterals []Service Q Lat. Benefit/ Trunk STORM . Area F1 Lateral SANITARY Area Laterals Service 7 Lat. Benefit/ Trunk FINAL F.R. RATES RATES STREETS CGravel Base QSurfacing "Res. Equiv. ' $35.44/FF. NUMBER OF PARCELS AFFECTED: 1 NUMBER OF YEARS ASSESSED: 10 RATE OF INTEREST: 9% TOTAL AMOUNT ASSESSED: $4,430.00 $9,334.24 TOTAL AMOUNT CITY FINANCED: CONSTRUCTED UNDER THE FOLLOWING CONTRACTS: PUBLIC HEARING DATE: May 6, 1986 N 85-9 NA Agenda Information Memo August 18, 1987, City Council Meeting PROJECT 474, FINAL ASSESSMENT ROLL EAGANDALE LEMAY LAKE 2ND ADDITION -STREETS & UTILITIES K. Project 474, Final Assessment Roll (Eagandale Lemay Lake 2nd Addition - Streets and Utilities) --On July 21st, the Final Assessment Roll was presented to the Council for improvements associated with the above referenced project. Public hearing was scheduled for August 18th. Enclosed on page is a summary tabulation of the final assessment rates as compared to those estimated in the Feasibility Report presented at the public hearing held on May 20, 1986. All notices have been published in the legal newspaper and sent to all property owners proposed to be assessed under this project. As of this date, the staff has not received any objections to this proposed assessment. ACTION TO BE CONSIDERED ON THIS ITEM: To close public hearing and approve/modify the Final Assessment Roll for Project 474 (Eagandale Lemay Lake 2nd Addition - Streets and Utilities) and authorize the certification to the county for collection. 35 FINAL ASSESSMENT HEARING PROJECT NO: 474 SUBDIVISION/AREA: Eagandale/Lemay Lake 2nd Addition FINAL ASSESSMENT HEARING: Au4zust 18, 1987 IMPROVEMENTS INSTALLED AND/OR ASSESSED: F.R. = Feasibility Report FINAL F. R. WATER RATES RATES ® Area—Upgrading $1,830/Ac $1,830/Ac Q Laterals $2,617.09/Ac ,12,935/Ac QService Lat. Benefit/ Trunk STORM . 11 Area I'll Lateral $1,848.21/Ac. $3,218/Ac. SANITARY Area lLaterals Service r7Lat. Benefit/ Trunk FINAL F. R. RATES RATES STREETS QGravel Base (E Surfacing $5,4.33_._61/Ac, $7,535 Ac. Res. Equiv. NUMBER OF PARCELS AFFECTED: 6 NUMBER OF YEARS ASSESSED: 10 RATE OF INTEREST: 8.5% TOTAL AMOUNT ASSESSED: — _ `,241,782,52 (FR t320.968) TOTAL AMOUNT CITY FINANCED: —0— CONSTRUCTED UNDER THE FOLLOWING CONTRACTS: 86-16 PUBLIC HEARING DATE: Mava 20. 1986 Agenda Information Memo August 18, 1987, City Council Meeting PROJECT 476, FINAL ASSESSMENT ROLL (HIGHVIEW AVENUE - STREETS) L. Project 476, Final Assessment Roll (Highview Avenue - Streets) -- On July 21st, the Council received the Final Assessment Roll and schedulo the public hearing to be held on August 18th. Enclosed on page 9— is a summary tabulation of the final assessment rates as compared to those estimated in the Feasibility Report presented at the public hearing held on July 15, 1986. All notices have been published in the legal newspaper and sent to all property owners proposed to be assessed. As of this date, the staff has not received any objections to these proposed assessments. ACTION TO BE CONSIDERED ON THIS ITEM: To close public hearing and approve/modify the Final Assessment Roll for Project 476 (Highview Avenue - Streets) and authorize the certification to the county for collection. FINAL FINAL ASSESSMENT HEARING PROJECT NO: 476 SUBDIVISION/AREA: Highview Avenue FINAL ASSESSMENT HEARING: August 18, 1987 IMPROVEMENTS INSTALLED AND/OR ASSESSED: F.R. = Feasibility Report FINAL F.R. WATER RATES RATES Area QLaterals QService Q Lat. Benefit/ Trunk STORM . Area Lateral SANITARY Area Laterals Service Lat. Benefit/ Trunk FINAL RATES F.R. RATES STREETS QGravel Base gxSurfacing $34.06/FF $44.55/FF Res. Equiv. ' NUMBER OF PARCELS AFFECTED: 6 NUMBER OF YEARS ASSESSED: 10 RATE OF INTEREST: 9% TOTAL AMOUNT ASSESSED: 538,750.02 JR t47,67�_] TOTAL AMOUNT CITY FINANCED: —0— CONSTRUCTED UNDER THE FOLLOWING CONTRACTS: 86-24 PUBLIC HEARING DATE: July 15, 1986 Agenda Information Memo August 18, 1987, City Council Meeting VACATION OF PORTION OF UTILITY EASEMENT FOR LOT 1, BLOCK 1 (ST. FRANCIS WOODS IST ADDITION) M. Vacation of Portion of Utility Easement for Lot 1, Block 1 (St. Francis Woods 1st Addition) --On July 21st, the Council received a petition and scheduled the public hearing for August 18 to consider vacating a portion of a side lot line utility and drainage easement as indicated by the sketch and description enclosed on page _30 . At the July 7 council meeting, the variance was approved to allow an encroachment into the 5 foot setback area necessitating the need for vacating this easement to allow the expansion of the attached garage on this property. All notices have been published in the legal newspaper and sent to all potentially affected utility companies. As of this date, the staff has not received any objections to this proposed vacation. ACTION TO BE CONSIDERED ON THIS ITEM: To close public hearing and approve/deny vacation of a portion of the drainage and utility easement as described across Lot 1, Block 1, St. Francis Woods 1st Addition and, if approved, authorize the Mayor and City Clerk to execute all related documents. �ff DESCRIPTION OF EASEMENT J , TO BE VACATED Commencing at the northwest corner of Lot 10, Block 1, St.- Francis Wood, thence southerly along the west line of said lot a distance of 30.00 feet, thence easterly at right angles a distance of 5.00 feet to the point of beginning, thence southerly at right angles and parallel to the westerly line of Lot 10 a distance of 28.00 feet, thence westerly at right angles a distance 1.50 feet, thence northerly at right angles a distance of 28.00 feet, thence easterly at right angles a distance of 1.50 feet to the point of beginning and there terminating. VE-44MIPTIOSA LOT 10 1 6 L..oGV. 1 I t -PT. FOL AMcty Woov, 0A.tiC0TA• coum-T-fs M�w1N��soTA. 9 �) t4omrr %A .ISLE t" -.:;a ALL i l l lilt.; A.% cMrrD c OE90-re1P lizew mouumi"UT Agenda Information Memo August 18, 1987, City Council Meeting VACATION OF UTILITY EASEMENTS FOR LOT 1, BLOCK 1 (LEMAY LAKE HILLS TOWNHOMES ADDITION) N. Vacation of Utility Easements for Lot 1, Block 1 (Lemay Lake Hills Townhomes Addition) --On July 21st, the Council received a petition and scheduled a public hearing for August 18th to consider the vacation of various utility easements dedicated with the final plat of the Lemay Lake Hills Addition ashown by the sketch and legal description enclosed on pages9�-97� Subsequent to the final platting, the developer changed the location of the buildings and related utilities and replatted it as Lemay Lake Hills Townhomes Addition as a conversion from a rental to an owner -occupied development. This replatting properly dedicated the utility easements incorporating those utilities necessary to service the existing development. All notices have been published in the legal newspaper and sent to all potentially affected utility companies. As of this date, the staff has not received any objections to this proposed vacation. SPECIAL NOTE: This development does not conform to city ordinances pertaining to the installation of concrete curbing. Although the developer has been informed of this violation, he has expressed reluctance and reservations in bringing this development up to code. ACTION TO BE CONSIDERED ON THIS ITEM: To close public hearing and approve/deny the vacation of utility easements as described within the Lemay Lake Hills Townhomes Addition and, if approved, authorize the Mayor and City Clerk to execute all related documents. q � - ----------- ----- - --- _-85-154 MERILA & ASSOCIATES, INC. 7/1/87 ENGINEERS, SURVEYORS, SITE PLANNERS 7216 Boone Avenue North • Brooklyn Park, MN 55428 Telephone: (612) 533-7595 LEGAL DESCRIPTIONS FOR THE VACATING OF A PORTION OF DRAINAGE AND UTILITY EASEMENTS IN LEMAY LAKE HILLS TOWNHOMES TRACT A That part of Lot 1, Block 1, LEMAY LAKE HILLS TOWNHOMES, Dakota County, Minnesota, described as follows: Commencing at the most northerly corner of said Lot 1; thence South 00001'11" West 351.63 feet along the east line of said Lot 1; thence North 69050'40" West 36.82 feet; thence South 00°00'07" West 5.33 feet to the point of beginning of Tract A; thence North 69°50'40" West 51.38 feet; thence North 09013'40" West 11.48 feet; thence South 69°50'40" East 53.39 feet; thence South 00000'07" West 10.65 feet,.to the point of beginning. TRACT B That part of said Lot 1, Block 1, LEMAY LAKE HILLS TOWNHOMES, described as follows: Commencing at said most northerly corner of said Lot 1; thence southwesterly 153.40 feet along the northwesterly line of said Lot 1 on a curve concave to the northwest, said curve has a radius of 140.67 feet, through a central angle of 62028'49", the chord of said curve has a bearing of South 31015'35" West and a length of 145.91 feet; thence South 62°30'00" West 130.53 feet along said northwesterly line of said Lot 1; thence southwesterly 71.30 feet along said northwesterly line of said Lot 1 on a tangential curve concave to the southeast, said curve has a radius of 65.36 feet, through a central angle of 62029'53", the chord of said curve has a bearing of South 31015'03" West and a length of 67.81 feet; thence South j 58°34'31" East 23.44 feet; thence North 00000'07" East 5.86 feet to the point of beginning of Tract B; thence South 58034'31" East 77.23 feet; thence North 04026'33" West 104.56 feet; thence North 62°30'00" East 13.12 feet; thence South 09°13'40" East 245.95 feet; thence South 89°42'42" West 6.37 f?Pt; thence North 49°13'01" West 37.26 feet; thence North 04°26'33" West 96.14 feet; thence North 58034'31" West 78.35 feet; thence North 00°00107" 3 East 11.72 feet to the point of beginning. 1 RAL T C That part of said Lot 1, Block 1, LEMAY LAKE HILLS TOWNHOMES, described as follows: Commencing at said most northerly corner of said Lot 1; thence South 00°01'11" West 463.63 feet along the east line of said Lot 1; thence South 06013'21" East 126.23 feet to the point of beginning of Tract C; thence South 26°44'00" East 5.15 feet; thence South 76°54'29" West 53.98 feet; thence North 10°38'12" East 10.92 feet; thence North 76054'29" East 48.98 feet; thence South 06°13'21" East 5.04 feet to the point of beginning. cfa 85-154 Legal Descriptions Drainage & Utility Easements 7/1/87 Page 2 TRACT D .., That part of said Lot 1, Block 1, LEMAY LAKE HILLS TOWNHOMES, described as follows: Commencing at said most northerly corner of said Lot 1; thence South 00001'11" West 463.63 feet along the east line of said Lot 1; thence South 06013'21" East 126.23 feet; thence South 26°44'00" East 59.34 feet to the point of beginning of Tract D; thence South 26044'00" East 5.05 feet; thence South 54058'00" West 122.19 feet; thence North 10038'12" East 14.31 feet; thence North 54°58'00" East 113.41 feet; thence South 26°44'00" East 5.05 feet to the point of beginning. TRACT E That part of said Lot 1, Block 1, LEMAY LAKE HI as follows: Commencing at said most northerly South 00001'11" West 463.63 feet along the east South 06013'21" West 126.23 feet; thence South the point of beginning of Tract E; thence South thence South 25010'11" West 130.24 feet; thence feet; thence North 25°10'11" East 132.05 feet; 6.35 feet to the point of beginning. TRACT F LLS TOWNHOMES, described corner of said Lot 1; thence line of said Lot 1; thence 26044'00" East 86.26 feet to 56000'00" East 5.06 feet; North 48°42'46" I -lest 10.41 thence South 26°44'00" East That part of said Lot 1, Block 1, LEMAY LAKE HILLS TOWNHOMES, described as follows: Commencing at the most southwesterly corner of said Lot 1; thence northwesterly 97.71 feet along the southwesterly line of said Lot 1 on a curve concave to the southwest, said curve has a radius of 228.83 feet, through a central angle 'of 24°27'54", the chord of said curve has a bearing of North 19°15'28" West and a length of 96.99 feet; thence North 31030'00" West 58.20 feet; thence North 58°30'00" East 20.00 feet to the point of beginning of Tract F; thence North 31°30'00" West 8.69 feet; thence North 61°22'46" East 77.69 feet; thence South 54058'00" West 77.72 feet to the point of begi.nning. q3 Z 4 qqr i1. 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LOW 7 r .I>boao i •ao gala � LOT 36 2 � D • wrr{)6Y - 1 LOT 39 E It..t-••r Y'Fr -ax-a•r•!a•[ •ae LOT 40 - D I.r.ru t EK LOT 41 e � t .• .:1 m LOT 42 - - {aat N .•r»'» a iY•2 LOT 43' '. aae ru Lr.r-sa•{raJ 1 - taxa _ O �•Trrst••t -I laa see LOT 12 >; .g S a rr 1 O nr-n t• [ LOT »,1►-n,•eW tee •a1{ -A1•»» t LOT N �1 1•.q - •• �Y {ttt•t• l 1`a Y LOT 13 i .e•� LOT 16 . [ A Y•Y Irn•ea t h Y ` • LOT 17 1Aa 1 50 f 0 •ala -{1t NY a 4•rr-t ws -1t E�=8=' s LOT 4 ' »a. f 8 So 6 [�.. dy a•w q 3 { to �'^��w � s,�,-• �u•a•'••t fY : :;,o LOT S � n w d; o i6 r m YF n F ' -� ''•. �y * XA °-' r'� ^9ii �� - a�� •a.l u••: •:[ ..a° isLOT 6 1•r. rr3 6 5 .w.:pr1{ -1 •e E' - d R1Ss i ~ �� '8w i, ic a.� 'Y .�_ „•a:»i - i{_+ L y •,000°. LOW 7 r .I>boao i Agenda Information Memo August 18, 1987, City Council Meeting PROJECT 450, FINAL ASSESSMENT ROLL, WILLIAMS & LaRUE ADDITION O. Project 450, Final Assessment Roll, Williams & LaRue Addition -- On July 7, the Council received the final assessment roll for the installation of sanitary sewer and storm sewer to service the above referenced addition and scheduled the public hearing to be held on August 4 which had to be continued until August 18 to insure that proper mailed and publication notification requirements were met. Enclosed on page _a�— is a summary tabulation of the final assessment rates as compared to those estimated in the feasibility report presented at the public hearing held on July 15, 1986. All notices have been properly published in the legal newspaper and sent to all property owners proposed to be assessed under this project. As of this date, staff has not received any objections to these proposed assessments. ACTION TO BE CONSIDERED ON THE ITEM: To close the public hearing and approve/modify the final assessment roll for Project 450 (Williams & LaRue Addition - utilities) and authorize the certification to the County for collection. FINAL ASSESSMENT HEARING PROJECT NO: 450 SUBDIVISION/AREA: Williams & LaRue 1st Addition FINAL ASSESSMENT HEARING: August 18, 1987 IMPROVEMENTS INSTALLED AND/OR ASSESSED: F.R. = Feasibility Report FINAL F.R. WATER RATES RATES Area QLaterals (611) $3,545.89 $2,870 0 Service (111) $739.79 $473 0 Lat. Benefit/ $11.875/FF $11.875/FF Trunk STORM . M Area F1 Lateral $0.048/SF $0.048/SF SANITARY Area M Laterals Service Lat. Benefit/ Trunk STREETS Gravel Base Surfacing Res. Equiv. NUMBER OF PARCELS AFFECTED: 8 NUMBER OF YEARS ASSESSED: 15 RATE OF INTEREST: 8.57 TOTAL AMOU14T ASSESSED: $72,119.65 TOTAL AMOUNT CITY FINANCED: $41,337.51 CONSTRUCTED UNDER THE FOLLOWING CONTRACTS: 86-11 PUBLIC HEARING DATE: December 3, 1985 and July 15. 1986 w FINAL F.R. RATES RATES $46.98/CLF $44.74/LF $38.28/LF Agenda Information Memo August 18, 1987, City Council Meeting PROTECT 464, FINAL ASSESSMENT ROLL, WYNDHAM CORPORATE CENTER ADD P. Project 464, Final Assessment Roll, Wyndham Corporate Center Addition --On July 7, the Council received the final assessment roll for the installation of sanitary sewer and street improvements for this addition and scheduled a public hearing to be held on August 4 which had to be continued until August 18 to insure that proper mailed and ublication notification requirements were met. Enclosed on page is a copy of the final assessment roll summary sheet showing the relationship of these final rates to those estimated in the feasibility report presented at the public hearing held on January 21, 1986. All notices have been properly published in the legal newspaper and sent to all property owners proposed to be assessed under this project. As of this date, staff has not received any objections to the proposed assessments. ACTION TO BE CONSIDERED ON THIS ITEM: To close the public hearing and approve/modify the final assessment roll for Project 464 (Wyndham Corporate Center Addition - street and sanitary sewer) and authorize the certification to the County for collection. 9 FINAL ASSESSMENT HEARING PROJECT NO: 464 SUBDIVISION/AREA: Wyndham Corporate Center FINAL ASSESSMENT HEARING: August 4, 1987 IMPROVEMENTS INSTALLED AND/OR ASSESSED: F.R. = Feasibility Report SANITARY Area QLaterals ® Service MLat. Benefit/ Trunk FINAL F. R. RATES RATES $39.31 $48.29 NA $270 STORM . STREETS 0 Area $.072/SF $.072/SF []Gravel Base C1 Lateral O3 Surfacing $16,558/Lot $9,810/Lot ORes. Equiv. ' For comparison purposes only, actual assessment rates by area NUMBER OF PARCELS AFFECTED: 8 NUMBER OF YEARS ASSESSED: 10 RATE OF INTEREST: . 8.5% TOTAL AMOUNT ASSESSED: $215,404.60 (FR S220.418) TOTAL AMOUNT CITY FINANCED: CONSTRUCTED UNDER THE FOLLOWING CONTRACTS: PUBLIC HEARING DATE: January 21, 1986 —0- 86-11 FINAL F. R. WATER RATES RATES X�Area $3,0� 20/Ac $3,020/Ac nj Laterals ''$957/Lot $1,885/Lot QService Q Lat. Benefit/ Trunk SANITARY Area QLaterals ® Service MLat. Benefit/ Trunk FINAL F. R. RATES RATES $39.31 $48.29 NA $270 STORM . STREETS 0 Area $.072/SF $.072/SF []Gravel Base C1 Lateral O3 Surfacing $16,558/Lot $9,810/Lot ORes. Equiv. ' For comparison purposes only, actual assessment rates by area NUMBER OF PARCELS AFFECTED: 8 NUMBER OF YEARS ASSESSED: 10 RATE OF INTEREST: . 8.5% TOTAL AMOUNT ASSESSED: $215,404.60 (FR S220.418) TOTAL AMOUNT CITY FINANCED: CONSTRUCTED UNDER THE FOLLOWING CONTRACTS: PUBLIC HEARING DATE: January 21, 1986 —0- 86-11 Agenda Information Memo August 18, 1987, City Council Meeting PRESENTATION KNOB HILL OF EAGAN HOMEOWNERS' ASSOCIATION A. Presentation by the Knob Hill of Eagan Homeowners' Association --Correspondence has been received of representatives of the Knob Hill of Eagan Homeowners' Association as well as other elected officials and agencies which they have contacted concerning a variety of issues pertinent to the Knob Hill townhome development located north of Diffley Road at Knob Lane and Knob Circle. On Thursday, August 6, 1987, Mayor Blomquist and members of staff met with representatives of the Homeowners' Association to discuss specific concerns. As a result of that meeting, Mayor Blomquist requested that this matter be placed on the Council agenda for full Council consideration. Since the meeting, staff has reviewed the list of concerns raised by the Homeowners' Association. Those concerns are in the areas of landscaping, parking spaces, painting, and common area repairs. Certain of these items were part of approved plans at the time of the project's final plat. Others are matters of the Uniform Building Code and still others are quality of construction issues over which the City may not have jurisdiction. In discussions with staff, Ed and Bart Dunn have indicated a willingness to submit all such issues to an appropriate outside agency for binding arbitration. As the City may not be in a position to address certain of these issues, that may be an appropriate course for the Homeowners' Association to pursue. For further information on this matter, please refer to the staff memorandum enclosed on pages ( CFi�)_ through 11 a. . ACTION TO BE CONSIDERED ON THIS ITEM: To provide staff direction concerning the issues raised by the Knob Hill of Eagan Homeowners' Association. MEMO TO: CITY ADMINISTRATOR HEDGES FROM: ADMINISTRATIVE ASSISTANT HOHENSTEIN DATE: AUGUST 13, 1987 SUBJECT: KNOB HILL OF EAGAN HOMEOWNERS ASSOCIATION/E. BARLOW AND SONS CONSTRUCTION On Thursday, August 6, 1987, representatives of the Knob Hill Homeowners Association met with members of the City staff and Mayor Blomquist to discuss concerns regarding the Knob Hill of Eagan Townhome development. In the past, association representatives, both individually and on behalf of the association, have contacted members of staff to discuss what they consider to be deficiencies in the quality of their housing development. Staff has made an effort to respond to these concerns in cooperation with Ed and Bart Dunn, developers of the project. Most recently, correspondence has been forwarded to various State officials including the State Attorney General's office, State Building Codes Division, and Better Business Bureaus as well as elected officials including Mayor Blomquist and Representative Art Seaberg. The apparent gravity of this correspondence gave rise to the meeting on the 6th at which time specific concerns were discussed. At the request of Mayor Blomquist, the matter has been placed on the August 18, 1987 City Council agenda for Council consideration. This memo will serve to outline to the extent possible those concerns identified by the staff and discuss possible remedial measures for their resolution. While various correspondence has indicated somewhat lengthy lists of concerns, the most recent list, provided by the homeowner's association at the August 6 meeting, cites four principal areas of concern,they are: 1. Landscaping - Homeowners indicate that landscaping represented in the sales and association documents exceed the character and quality of that which has been installed. Bart Dunn, on behalf of the developer, cites the developer's representation that plans could be modified as necessary to meet state and local codes, final elevations and as -built conditions. Therefore, he claims that sufficient landscap- ing has been installed. 2. Parking - The homeowner's association contends that the parking spaces north of the development along Knob Circle and the two stall parking area south of Knob Circle and adjacent to the original model homes should be installed as indicated on the plans. Bart Dunn, on behalf of the developer, has indicated that the need for the additional parking was mitigated when modifications to the site plan 1�0 Knob Hill of Eagan Association August 13, 1987 Page Two provided for the stacking of cars in unit driveways and that the absence of cars parking in the street further indicate that such stalls are unnecessary. 3. Painting - The homeowners association has indicated that paint has peeled or streaked in numerous locations around the project. The Dunn's have indicated that external painting has been reviewed with the painting contractor and upon determination of the cause of these imperfections, the units will be painted. 4. Other Common Area Problems - The homeowners have prepared a list of 33 items which they describe as a common area repair list. The concerns vary from drainage and structural issues to aesthetic and maintenance issues. Mr. Dunn indicates that progress has been made in the completion of certain of the items included in the list and the categorical responses have been provided on all service lists forwarded to his office. Upon review of this list of concerns, City staff informed the homeowners association that certain of the items are quality of construction or contract matters which must be handled individually and cannot be enforced by any city regulatory codes. Upon review of the remainder of the issues, staff has found the following facts: 1. Landscaping - While the development agreement requires the submission of a landscape plan, it does not appear that a separate plan was submitted and filed. In the alternative, Jim Sturm of our Planning Department has reviewed the site plans on file with the City and the plant and landscape plan which is part of the Knob Hill sales and association documents and finds them to be substantially consistent. While the Knob Hill project went through the approval process prior to the implementation of an official City landscape policy and detailed landscape review, Mr. Sturm indicated that if such a plan were presented to the City today, staff would require plantings consistent with the representations made in the plans. While he cautions against the idea of modifications which relocate plantings on a one to one ratio without regard to their effect on the plan, he did suggest that additional plantings, specifically perimeter plantings would be necessary if the project were built under the current policy. On their behalf, the Dunn's have indicated certain mitigating circumstances which would preclude a planting plan which matches that on the exhibits. Specifically, the plantings in the boulevards between the units adjacent to the streets which interfere with and are damaged by snow removal and those adjacent to the north face of certain units which would not receive sufficient sunlight to grow. In addition, the Dunn's cite significant additional monumentation and the expansion of the common area gazebo as l0 1 Knob Hill of Eagan Homeowner's Association August 13, 1987 Page Three offsetting site improvements to landscaping elements. For further information on this matter, please refer to Mr. Sturm's memo which is attached along with the site and landscape plans for the project. Because the project predated our formal landscape policy and sod and plantings had been installed, the $2,000 landscape bond was released at the developer's request. 2. Parking - The final plat site plan illustrates extra parking in three distinct locations. The first consists of two large parking areas of 7 - 9 stalls each along the north edge of the project. The second consists of two 2 stall parking bays situated between main units along the west edge of the project and the third consists of one 2 stall parking area adjacent to the original model townhomes on the south edge of the project. Subsequent modifications of the site plan including a different garage configuration along the west side prevents the location of most of the two stall parking bays. The two stall bay at the ,south edge of the project and the larger parking areas on the north edge of the project may be installed, however, and they continue to appear in condominium documents related to the project. While the Dunn's contend that the revised configuration of the units on the site, which has increased the ability to stack vehicles in driveways, meets the City Code requirement for two parking stalls per unit, it would have been more appropriate to make an official request to modify the site plan and delete such parking if it was not to be included. The Dunn's further contend that the adequacy of the driveway parking has precluded parking along the streets and they have been reluctant to add the additional parking spaces until a need is demonstrated. Again, while the City Council has discretion to modify its conditions for development under current policies, the City has tended to require the installation of any built structure depicted in an approved site plan. As with the landscaping, because these concerns did not reach the City until the project was substantially complete, all performance bonds have been released to the developer. 3. Painting - It is evident that the homeowners have illustrated some significant deficiencies in the painting of certain units, paricularly the trim in certain locations. The Dunn's have indicated that they are in the process of analyzing the substantial chipping and peeling and fully intend to correct this deficiency. While this apparent defect can substantially effect the aesthetic value of a structure, it is staff's opinion that it falls within the realm of the quality of construction and, by itself, is not enforceable under the uniform building code or any city ordinance. In all likelihood, the homeowners association will have to deal with this matter on an individual basis with the developer. l o� Knob Hill of Eagan Homeowner's Association August 13, 1987 Page Four 4. Other Common Area Problems - As noted above, the homeowners association has identified 33 specific items in the documents forwarded to the city. The developers indicated that certain of these issues have been addressed, others are in the process of being addressed, while still others are matters of ordinary wear and weathering that must be treated by homeowners as maintenance items rather than defects in the original construction. While the building department has not reviewed those items which appear to be quality of construction related, they have responded to specific requests for inspection of areas of concern. At such times, the staff has made specific requests of the developer to comply with specific codes. The building inspections department has indicated that it will continue to respond to resident concerns on such a case basis in the future. As a possible alternative to the City's review of matters which may not be within its jurisdiction, Bart Dunn, on behalf of the developer, has offered to submit all matters of contention between the homeowners association and the developer to binding arbitration under the authority of one of two agencies. Given the sheer number of issues raised and the number of different lists of issues which have been presented, even in staff's brief review of this matter, it may be prudent for the city to defer to such an agency for all areas which the city deems to be outside of its regulatory or enforcement powers. While the developer has presented compelling evidence that efforts have been made to comply with many of the requests of the homeowners, the homeowners association also presents compelling evidence that certain issues remain unresolved at this time. Therefore, deference to an agency or entity specifically designed to review and decide on each of these matters may be appropriate. It should be noted that certain items referenced in documents of various vintages have been addressed, apparently to the satisfaction of the homeowners association, specifically streetlighting has been added pursuant to homeowners requests and tennis courts and a tot lot which were formerly believed to be required under the first phase of the development are understood by the parties to be more appropriate to and required in later phases. As representations by both parties tend to indicate that these matters are resolved to their mutual satisfaction it would tend to dilute the matter if they were unnecessarily discussed further. It is apparent that both parties are frustrated in their attempts to resolve these matters. As a result, personalities and financial considerations have become involved and may tend I 1�3 Knob Hill of Eagan Homeowner's Association August 13, 1987 Page Five to contribute to rather than diminish the level of misunderstanding in this situation. However, the City cannot concern itself with such matters. It would be appropriate for the City Council to consider whether or not enforcement of landscape and parking elements of approved planting site plans are a proper exercise of the City's regulatory powers and if so, pursue enforcement of same. It is probably necessary to have the City Attorney address the enforcement authority of the City in specific areas. Further, if appropriate venues do present themselves for private mediation or arbitration of these concerns, the homeowners association and developer should probably be encouraged to pursue them. If you have further questions on this matter or wish to have staff review it more fully, please let me know. Ad iistrative Assistant cc: Chief Inspector Reid City Planner Runkle Public Works Director Colbert JDH/j eh ��4 Date: i-^%-. TRANSMITTAL To: v 3830 PILOT KNOB ROAD, P.O. BOX 21199 EAGAN, MINNESOTA 55121 PHONE: (612) 454-6100 1' From:City OF cC gan E Department o/ Planning _ Lilt " rt* Fi--4 1`kv 4 p r, ��`�Y ��r�1R��a�� �� �f��. ti" �`f��`�I`� 1 I� ��� �al'� 1� ��J� 1• • 'T 1�-� 1.41 9 0 e"'TA T,v .1-A ll,lk m 0 IT A., _........ -- M D ; rr 0 r7,. 0 5lTa LANDSCAPE PLAN SCALE V.la-r 019 lltttdtV o 3830 PILOT KNOB ROAD, P.O. BOX 21199 EAGAN. MINNESOTA 55121 PHONE: (612) 454-8100 July 1, 1987 KAREN GANTER 4166 KNOB CIRCLE EAGAN MN 55122 Re: Knob Hill of Eagan BEA BLOMQUIST Mayor THOMAS EGAN JAMES A SMITH VIC ELLISON THEODORE WACHTER Council Members THOMAS HEDGES City Adminishator EUGENE VAN OVERBEKE Cily Clerk This letter is a follow-up of our meeting at your home June 17, 1987, at 12:20 p.m., with you and Bob Teel of 4168 Knob Circle, concerning certain problems addressed in your letter to Mayor Bea Blomquist dated June 8, 1987. I have reviewed the Development Contract and plans on file at the City to see which items the developer still has an obligation to complete. 1. Landscaping - The plans here on file at the City do not reflect any landscaping requirement. The landscape plan you furnished me from your sales brochure indicate trees and/or shrubs. 2. Painting and Caulking - This item should be addressed by the Building Department. 3. Sidewalks - I was shown a 4' wide x 25' long area where the sidewalk was pitted. 4. Street Lights - I called Ed Brunkhorst of Dakota Electric.and he stated that three additional street lights have been ordered and paid for by the developer. 5. Wing Walls - Same as Item #2. 6. Parking - The plans on file at the City indicate that the developer has not constructed 16 parking stalls on the north side of Knob Circle. This item is not in accordance with the plans on file at the City and is not in accordance with the sales material (see attached Exhibit "Ar') used to market the homes. I would have to make another field trip to determine if there are other parking stalls that were omitted. 7. Seeding - I was shown the boulevard area on the north side of Knob. Circle and it was not maintained; the vegetation was thinly established and mostly weeds. The City does not have a record if this area was properly seeded. It appears to me that there is insufficient top soil. This is the area where the plans on file at the City indicate 16 more parking stalls. THE LONE OAK TREE ... THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY KAREN GANTER JULY 1, 1987 PAGE 2 8. Air Conditioners - Same as Item #2. 9. Tennis Courts - Tot Lots - The conditions of final plat approval do not indicate a requirement by the City to construct a tennis court, however, there is an item on Exhibit "C" of the Development Contract for, a tot lot. I talked to Ken Vraa and he indicates that a tot lot would be required in the second phase of construction. You indicated that when the property was marketed, a tennis court would be provided by the - developer. There is correspondence in the file indicating that the Financial Guarantee was released in full dated December 30, 1986. If you have any questions concerning the above information, please contact me at 454-8100. Sincerely, Edward J. Kirscht Engineer Technician EJK/jj cc: Bea Blomquist, Mayor Thomas L. Hedges, City Administrator Thomas A. Colbert, Director of Public Works Enclosure E f August 13, 1987 Eagan City Council 3830 Pilot Knob Road Eagan, Minnesota 55122 RE: Knob Hill of Eagan Townhouses Hello, I have been informed the Mayor has scheduled a hearing of complaints by some of the homeowners in Knob Hill (Tuesday, August 18, 1987). On August 6, 1987 Mayor Blomquist and City Administrator Tom Hedges met with representatives of the homeowners (to which I was invited but was unable to attend). A book of written material, including photographs was presented. These apparently form the foundation of the homeowners concerns. We have since reviewed this material with John Hohenstein of your staff. Three items involve City Code requirements which we had previously discussed with your staff after your building inspector had made an additional review of the project at the request of some homeowners. We have agreed to correct the deficiences. Each residence was inspected before an occupancy permit was issued. For more than a year we have been responding to demands from a few to try to service their claims. Completion of each list has the effect of producing another list of claimed deficiencies existing or in some cases projected asossible faults. We are approaching exhaustion of our means - functional and financial - of continuing this unproductive process. Our personnel have been harassed and intimidated in some cases not allowed access to a unit to correct an item. We have offered binding arbitration by an organization qualified to perform this function. To date, it has been refused by the homeowners. C AGAN AEA�Tv • INC. 452-1561 '=•"w 4151 KNOB DRIVE EAGAN, MN 55122 MODEL 454-8726 ...... ENDE. 1 1 l Eagan City Council 3830 Pilot Knob Road Eagan, Minnesota 55122 Page 2 RE: Knob Hill of Eagan Townhouses We respect the City's right to enforce any corrections covered by your ordinances. We agree to correct these. We question if the City is prepared to act as arbitrator in those matters outside the ordinances involving private contractural matters. We remain willing to cooperate with the homeowners to the best of our ability in private negotiations consistent with our contractural obligation to them. We believe you have documentation of our responses to confirm our intentions. Respectfully, K.H.E. Properties By: Dunn Real Estate Mgmt. General Partner Ed Dun xesid t Agenda Information Memo Auqust 18, 1987, City Council Meeting SITE PLAN REVIEW BOULDER RIDGE REVISED B. Site Plan Review for Boulder Ridge Addition, Revision to Preliminary Plat --A request for revised site plan review has been received of New Horizon Homes for certain modifications to the Boulder Ridge Revised Addition. The Council originally approved the Boulder Ridge Revised Addition for 71 townhouse units located on 18.7 acres south of County Road 30 and west of Heine Pond on March 17, 1987. New Horizon Homes has taken over the project from New American Homes which originally received the preliminary plat approval and that change of developer has resulted in the request. Specifically, the developer proposes to relocate the connection to the Dolan property from the south side of Building 11 along the west edge of the property to its north side. This will preserve access to the Dolan property as was required in the Council's preliminary plat approval. This relocation will also require a minor shift of Building 11 to the south to accommodate the relocated right-of-way. In addition, New Horizon Homes proposes to add one (1) additional unit, bringing the total number on the parcel to 72. This will be accomplished within the same footprint previously approved due to a slight modification of unit design. This will not affect lot coverage and will increase density only slightly. Staff has reviewed the proposal and finds no objections at the current time to the relocation of the connecting street and the addition of the one unit as proposed. The new developer has been made aware of the history of the project and agrees to conform to all conditions of the March 17 City Council approval. If the revised site plan is approved, it will become a part of New Horizon Home's final plat application and come before the Council for final approval. For further information on thi$ matter, the revised New Horizon Site Plan is enclosed on pages (14 through _11(o for your review and the original staff reports considered at the March 17 meeting are enclosed on pages _[O_ through 3g . ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny the Revised Boulder Ridge Addition Site Plan as proposed. I 3 A o ;r- ;a 9 r >v m a N 4 m a a AN Y �zDA SND ZO :SON t7 0 -zmr =CIAO rao� ;= s °o II - I 0! CT7.'• yh ®�- El j I i y I!;i:illli . ;�� I:��:•:: � � 11 uuilil� lu i Prr,,I Ail 9 `J ER ` • 8 I I Ili�!��li f 1_A •��i�lill�li. "i:. ;:'. i'I . �: LLL; "a U7i;i _ I i I ioq„IIli:' q Hillif I I� l�� iv P-1 �y'3S x ine � r Z \y rs�aYg� z x njai �\ it'llP . a 1 " v s rsr r Ej IE 6j�j§� c f s;if LL,� �F(� Z f �� `•� t �iS�j� P-1 �y'3S x ine � r Z \y rs�aYg� z x njai �\ it'llP . a 1 " v s CITY OF EAGAN SUBJECT: PRELIMINARY PLAT (BOULDER RIDGE -REVISED) APPLICANT: NEW AMERICAN HOMES LOCATION: OUTLOT A, THOMAS LAKE HEIGHTS, NE 1/4 OF SECTION 28 EXISTING ZONING: R-3, WITHIN THE BLACKHAWK PARK P.D. DATE OF PUBLIC HEARING: FEBRUARY 24, 1987 DATE OF REPORT: FEBRUARY 16, 1987 REPORTED BY: PLANNING AND ENGINEERING DEPARTMENTS APPLICATION: A revised site plan has been submitted to the City requesting a preliminary plat for the Boulder Ridge Addition. The original plan was denied approval by the Advisory Planning Commission in December, 1986 and due to dissatisfaction of that Commission, the applicant withdrew the proposal (with Council approval) prior to formal Council review so that the negative situations could be resolved. c This new plan contains 71 units (1 less) on the same 18.7 gross acres abutting C.R. 30 on the north, Thomas Lake Road and approximately 2.2 undeveloped acres of the Deerfield apartment project on the west and Heine Pond/Parkland on the east. This townhouse proposal is consistent with the Blackhawk Planned Development Agreement. EXISTING LAND USE: Surrounding land uses are single family to the south and east of Heine Pond and R-3 to the south. The undeveloped 2.2 acres of the Deerfield project east of Thomas Lake Road was designated for 14 units. The overall density for this project after the park dedication is approximately 8 units per acre. The buildings remain unchanged and each unit has approximately 900 square feet of building coverage with a total site coverage of 16% on the 9.2 acres to be developed. The other 9.5 acres are to be dedicated to the City for a neighborhood park facility. The site is mostly open grassland except for a wooded, brushy area to the west along that property line and the hillside of jack pines that would have been destroyed with the previous plan. SITE PLAN REVISIONS: These owner occupied units will still be serviced by a single access for 65 units from Thomas Lake Road and for 6 units from a public cul-de-sac that has a private drive connecting to it. Parking for the City's park will also be provided along the S.E. portion of that cul-de-sac like that at South Oaks Park. The most noticeable change at a glance is the significant shortening of that cul-de-sac. By decreasing its length, no measurable grading will occur near Heine Pond. The need for the 16 foot tall, 230 foot length retaining wall has also been eliminated. All of the units with walkouts facing the pond should match the existing grade with only minor grading. In addition, this area has been designated as a conservation easement. This will not allow the developer to do any tree clearing without City approval. The City forester will also oversee any selective tree thinning prior to construction. selective thinning is necessary to ensure the strength and health of tree stands/forests. A similar situation was included with the landscape plan for the Thomas Lake Apartments. Two nice design features are the elimination,of units facing C.R. 30 and that 13 units will have uninterrupted views into the park. All units meet R-3 setback requirements exc.ept for Unit 60 on the west end of the small cul-de-sac. A variance is needed to allow a 10 foot setback deviation to 20 feet along a public street. This will allow the building to match the existing grades closer and will usually appear more consistent with the other buildings. RS REVISED REPORT GRADING & DRAINAGE: As with the original proposal, this development is located on the western slopes of Heine Pond which has an existing elevation differential of 65' from the high point near Thomas Lake Road to the low point near Heine Pond. The revised development grading plan results in major excavation and fills over the majority of this site with the exception of the proposed Conservation Easement area over the heavily wooded steep side slope on the western edges of Heine Pond. The maximum cut will be approximately 12' near Thomas Lake Road with the maximum fills of approximately 13' occurring along the westerly property line. The construction of the short cul-de-sac from Diffley Road will require fills of about 10-12'. The proposed elevations of the townhouse units along the westerly property line will require the construction of 5'-7' high retaining walls or the acquisition of fill -slope easements and the removal of some potential tree buffer area on the property adjacent to the west boundary. The stub street for the nine townhouse units in the extreme northwest corner should have a high point constructed at its intersection with the loop street to minimize the overflow runoff into the Diffley Road ditch section. In addition, a catch basin should be installed at the northern end of this private drive and drain back to the internal loop street storm sewer system. Also, a ditch type inlet catch basin structure will have to be constructed on the west side of the proposed short cul-de-sac from Diffley Road to intercept the existing and redirected County raod ditch drainage. Due to the existing water quality concerns. for Heine Pond, the majority of surface water runoff generated from this development must be intercepted by internal storm sewer facilities and discharged directly into the existing trunk storm sewer line. Heine Pond (BP -5) is a DNR protected wetland (153W) below the ..877.2 elevation. In order to construct the short cul-de-sac from Diffley Road, the grading plan as submitted will require a DNR permit for filling within the protected wetland area. An alternative would be the construction of a 5' high retaining wall at the eastern slope of the proposed cul-de-sac next to Heine Pond. The proposed cul -de-sac from Diffley Road shall have a minimum centerline elevation of 895.0 at the right-of-way line to match into the future Diffley Road elevations. UTILITIES: Sanitary sewer of sufficient size, capacity and depth to handle this proposed development is provided by the existing trunk system located along the western edge of Heine Pond. The proposed internal lateral collection system with a stub. extension to the west and a singular connection point to the trunk system near Diffley Road is feasible for this development. Water main of sufficient size, pressure and capacity is provided by both the 12" trunk water main in Thomas Lake Road and the 12 trunk water main in Diffley Road. However, the proposed 3" and 4" water services for the cul-de-sac a n the northwest corner, respectively, must be increased to a minimum 6" diameter with a hydrant at the terminal end. Each unit shall be serviced with its own individual sewer and water service from these internal trunk lateral distribution and collection systems. STREETS/ACCESS/CIRCULATION: This development is proposed to be serviced entirely by a private street system which must have a minimum width of 28' and minimum building setbacks of 25' from the back of curb. This development is proposed to be serviced primarily from Thomas Lake Road which is currently constructed to its ultimate design section. Six units will be serviced through the construction of a public cul-de-sac taking direct access to County Road 30 (Diffley Road) which is proposed to be upgraded to its ultimate design section by 1988. The location of this cul-de-sac intersection provides good sight distance in both directions but must be approved by the Dakota County Highway'Department. The entrance for this cul-de-sac must be constructed at an cil.evation higher than Diffley Road to ensure that all drainage is contained within the County Road gutter line. EASEMENTS/RIGHTS-OF-WAY/PERMITS: This development shall dedicate all easements necessary for the internal sanitary sewer, water and storm sewer system of sufficient dimensions as required by final alignment and depth designs. This development shall provide additional utility easements for the existing trunk sanitary and storm sewer system to ensure that no building is located closer than 25' from the centerline of those facilities. Because this plat is adjacent to County Road 30, it shall be subject to all right-of-way and slope easement dedications necessary for the upgrading of Diffley Road. A ponding and drainage easement shall be dedicated incorporating the :887.0 elevation for Heine Pond. This development will have' to obtain the appropriate utility and access construction permits: from. the County Highway Department for the sanitary sewer, storm sewdr and street construction within their right-of-way. Temporary slope easements or agreements will have to be obtained from the property owner to the west if the retaining wall is not constructed. This development shall be responsible for ensuring that all regulatory agency permits are acquired prior to final plat approval or building permit issuance, whichever is required by the affected agency. The required conservation easement for the side hill on the west side of Heine Pond shall be properly conveyed and recorded simultaneously with the final plat. ASSESSMENTS: This parcel was pe - v usly assessed trunk area sanitary sewer, water and storm sen ,/ Maddition to lateral benefit i" from trunk sanitary sewer and trunk water main and the residential equivalent for Thomas Lake Road. However, several of these assessments were based on the agricultural/single-family zoning rate and will have to be upgraded for this proposed multiple density development. These additional assessments are identified as follows: ITEM Lateral Benefit from Trunk Water Main (Thomas Lk. Rd.) Lateral Benefit from Trunk Water Main (Diffley Rd.) Lateral Benefit from Trunk Storm Sewer Thomas Lake Road Diffley Road (Future Street) Diffley Road Trail (Future) 1987 RATE $8.08/f.f.* $20.55/f.f. $10.80/f.f.* $31.09/f.f. $66.53/f.f. $12.40/f.f. UANTITY $546/f.f. $582/f.f. $600/f.f. $546/f.f. $582/f.f. $582/f.f. AMOUNT $4,412 $11,960 $ 6,180 $16,975 $38,720 $7,217 TOTAL............................................. $85,464 PROJECT 237 137 237 237 * This rate is the difference between multiple residential rate and the previously assessed agricultural/single-family .rate. The rates quoted are 1987 and the quantities calculated are based on preliminary plat information. The final rates shall be those in effect at the time of final plat approval or related project approval by Council action, whichever occurs first. All quantities shall be based on final figures contained in the final plat documents. CONDITIONS: BOULDER RIDGE 1; All private streets and public utilities necessary to service this development shall be constructed in accordance with plans and specifications approved by the Engineering Division and in accordance with City standards, policies and codes. 2. All surface water drainage from this development shall be intercepted and discharged directly into the existing trunk storm sewer facility. 3. A final detailed grading, drainage and erosion control plan shall be approved by the Engineering Division prior to final plat approval. 4. All required retaining walls shall be constructed in accordance with City standards and Codes. 5. All internal streets shall have a minimum width of 28' and a minimum cul-de-sac radius of 40'. 6. No structural building shall be located closer than 25' to the centerline of the existing trunk sanitary sewer or storm sewer facilities. 7. This development shall acquire or dedicate all necessary utility easements, public rights-of-way and temporary slope ponding easements as required by the City or the County. 8. This development shall be responsible for the acquisition of all required regulatory agency permits in accordance with their stipulated time frames. 9. This development shall be responsible for the upgrading of trunk related assessments associated with the rezoning and any additional trunk areas, lateral benefit or front footage assessments previously not levied and/or associated with the future upgrading of County -Road 30. 10, This development shall extend a sanitary sewer lateral to the west property line for future extension and service to the undeveloped property to the west. 11*. This development shall be subject to all conditions and restrictions of Dakota County regarding its proposed street access and platting adjacent to County right-of-way. 12. r paneling easement shall be dedicatee incorporating the 887_0 elevation around Heine Pond. 13. The required conservation easement for the side hill on Lhe west side of Heine Pond shall be properly conveyed and recorded simultaneously with the final plat. WIN, CONDITIONS BOULDER RIDGE — REVISED: 14. All standard plat conditions shall be adhered to. 15. A 10 foot setback variance to 20 feet shall be granted for Unit 60. 16. A copy of the homeowners association's bylaws shall be reviewed by the City Attorney. 17. The parkland dedication shall be fulfilled in accordance with the P.D. Agreement and the APRC recommendations. 18. A financial guarantee for the landscaping shall not be released until after 1 year from the installation date. 10-3 HMO TO: ADVISORY PLANNING COMhIISSION DALE RUNKLE, CITY PLANNER FROM: KEN VRAA, DIRECTOR OF PARKS AND RECREATION DATE: FEBRUARY 11, 1987 BE: BOULDER RIDGE - ADVISORY PARKS & REC COMMISSION RECOMMENDATIONS BACKGROUND The Advisory Parks & Recreation Commission reviewed the. initial Boulder Ridge proposal at its January Commission meeting. At that, meeting, the Commission rejected the plan as it pertained to the proposed parks dedication. The Commission made six recommendations for revisions to the plat in order to make it acceptable for parks. The developer has met with department staff and the Development Committee of the Advisory Commission in order to incorporate the Advisory Parks & Recreation Commission's recommendations and to meet other staff concerns. NEW PLAT SUBMISSION The developer has submitted a revised preliminary plat for Boulder Ridge. Commission reviewed this new submission at its February Commission meeting. The Commission is recommending acceptance of the parks dedication of 9.5 acres shown on the new revised plat. SUMMATION The Advisory Parks & Recreation Commission has reviewed the new preliminary plat submission and is forwarding a recommendation to the City Council for acceptance and approval of parks dedication within this plat. Respe f lly submitted, Direct of Parks & Recreation KV/js CC: Tom Colbert - Director of Public Works la`s LOCATION 1 ZONING COMPREHENSIVE PLAN I U3 -0 0 r7ru, r C7 rrl 70 in �t 0 0 0 c z Lo 0 a ,n 'n r r r rn z 4 in 01 :..a 91 0 c z Lo 0 a ,n 'n r It, =q'qirr m r+ I A Av Pig 55� e Z, m 90 ovanoe I I 4 i 0 Fl In ol: r- z 0;, rn i 70 in I A Pig 55� e Z, . r, I ovanoe I I 4 Lim I A P — p i � �^'Sii /�� _: '� - 'r'•;.: � �._y �`�• A W N p jccG_ O � _. ,. c�� � Nr � ((( ,,,���,,, ? In in T 10 pr zo z, R '13 0 In oz 'JqiE in < �y? _AN rn \ - . 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I 923.11 \l� // . 9B6.SYJI�J F lI t... f rLP144. 889.2o_l 1 ��981 BP-3892`�r 'CLIFF x �r93t Q 2 I 84b5 \ 12 r,u ,932..3 THONBP' I$ i '02nd BP=9. ,1�w 62:9 w t F P -1't-+ Bt92.OY N j[ t1� ir• r�f'893:3 �r.��9.G1 L1 BP- 3/ HEIGHTS .8' -!1� `ice Lf I�� 111 904.0 r Q lir v: Rlt, i I !' 11 AP=43 �n '� 882.0 y 6R- 6 i r t �S „r.P ads} Ile ~, ~ 069 M1 2 0 -F-7 5 - /. / -IT , T -i,8• .G t - `F a.i;R7� r� 60 J 2�' v UTILITY l E SE NT I r �1 L!_r, � 4�nwr'a � - �. ---T 16 �,R I 16 BP -15 -� -yam'=Tic :� v Ty L.S.-3 �� 8 9b� BP >; BP=2CJt� F rFlr�,p"�r�L�.=54: y. 1 qti I 9 L' 899.0 1 i /dry a FJ %916.0i � ,, N \v41 � N9o/ r AP -23 w, t :_x.920.0,; - ti}r�t�a- I i 900.4 900.0 !` iii as�� :a, N °�� 1.3, I5];^j LP- <1� Ni iC. r rg 92�.4� r nj 88 ` �� AP=4CJt�� �� P 19:4-1t 9 70 e %r jl zr' ,�- 188, �912.1l Z- 915 0 h,� iiF�� 24 Y�(/1A -i 8-n. BPB 907.0: ` 1'j` -15�92Cj,Q 905:2 _l \ 869 '2• 1I9/B.Z= � ; � !- � ::. �rF� _. � 1 .iy�._ r s "a �-909.8_� � )894.7 / l_ jr� g 62'1��.` i;�O.OLAT SAFAR ��_._ �U 6�R Z1I.l ' l _I ��90QO,I�w�� AT c `` trt A.I' ,aa S l s 9200; r3" . EAGA. �= i� BP -7 _ ` i 9 4. .,r �. �- I. �tn924.6- 895.00 ` 16 r 9��.0� 13''1 JJ 908. S Lt�K ryAOp'�� 1904. I` L�cy I935.Oac^f1-11� / C<l'14�rC32!!.!1T�914.O�z�nK'� I B -P o0 Jaw w�1 BOULDER RIDGE ADD f SUBJECT PARCEL 71 city of eagan approved: standard PUBLIC STORM SEWER plate#' WORKS MAST D PARTMENT ER -PL N .. u . L .MII / r .. _. - 3 Fls� r- �. �RI � , N- .. -3s ,�-- • � i !q 29 RO CENT /� 1 HALL _ 1 i 33 1 C_I ALN �?' � �� �� BLACKHAWK �( _ T F- "1 >, f Q. �+ I Kms$ �_ H I ..f�f�.. �.1 < T PARK ` t SK 7—de:71- AD�l 3 1 _Jai ., :.. V, �r i — t.8�}� I � rr4; r �''' - C --1 f i 3 E. 2 � 3 C13 rJ _- --f- .•AitLJAN HIL?_ANDALE — — — — — — -- LT 27C—K11 a _ __1 7 273�� �1L. L W_ M�?� J THOMAS �l w 13.5 a 7TH', 044 J I HEIGHTS 11 •,// I�n.t Cw.'15.7, R' I jY W— N� % SCHOOL `�- tY � t' 1 .� ^ •'I �PO�W!F�R' T.. T� r.�,;�� o�` lal� THOMAS LAhE, ii�C 'N rn r' jr2-,Jr t�h4ALLRAKRrD, � PARK `• •N4T1ig44. , �11 � I 0 1 =141/ �t�'_-JI �+ ` � i + -- •- \ �'- r} - � Te�3�7 '--� '1.+s 1•tlfl��4 j' ----- �J r � • SAFARI city of eagan PUBLIC - WORKS co DEPARTME BOULDER RIDGE ADD, MSUBJECT PARCEL- = FIG. *2 SANITARY SEWER approved : standard plate #: MASTER PLAN I N:ARIYE- L I AN _PAR W j L-ArW' a. 4 b u...,�j 00 mum 2 51.7/67.0 SICOVt,,2Ad 7;_,_576/67 59.9 5" 177 --a M. G:--`��� 1N0 STORAGEi - 59.8/76.0 W. ./jO59 0 J;; z F_ �4r. PATRil 1020 W1.611 38.3/94.0 12 d', 0 21.8/31.0, 10 EAGA 0. PARK 88.5/ 82.8/94a0 100.0 171 1116" 11 19, 4' 91 .4 7.0 .0/-65 .0 C. r I u 16 68.0/82.0 r A W12" 7 . - 'r–I'T14 - i �1– -1 ., E:2] 12" 59) 17. FE A 35.5/50.0 80.7/92.0 07 "-E j � S I p2i 870/98.0 OMA r TH— 4 158 7 Iz16 81.1 / 9 2.0 MR E 'r d SCH ___L UTILITY E14`v:'Q( POWER I 2, _j•93 5/104.0 A 560,� TED 12" - R,)4 THOMAS LAiF_ 157— 0 ./94. PARK 'J... Pn/l 1 86.09 i�0\ 0 Cr .-7 Q— ' SAFARI AT EkLl- P EA At S1 4 T71" cz I i*3 zig 212 4" i 21 i 22 83.4/91, 01 74.0 DII Q0070.5/74.0 F_ 206. 2 M.G. GROUND STORAGE OR 3000 G.P.M. BOOSTER , �K L H.W. LJ. 1055 BOULDER -RIDGE ADD SUBJECT PARCEL' FIG. #3 city of eagan approved: standard PUBLIC WATER plate • WORKS MASTER PLAN DEPARTMENT1 • ISI mm N v it 79 kti i i N i o - F WAO OR II tq T7 Now minutes jam, ,F'\ I i Y 1 i r 4--d March 17, 1987 1. The second access to Thomas Lake Road should be provided and recommended that a combined plat with the Dolan parcel to the west be provided and direct access to the land to the west also be included before the final plac is approved. 2. All private streets and public utilities necessary to service the development shall be constructed in accordance with plans and specifications approved by the Engineering Division and in accordance with City standards, policies and codes. 3. All surface water drainage from this development shall be intercepted and discharged directly into the existing trunk storm sewer facility. 4. A final detailed grading, drainage and erosion control plan shall be approved by the Engineering Division prior to final plat approval. 5. All required retaining , walls shall be constructed in accordance with City standards and Codes: 6. All internal streets shall have a minimum width of 28 feet and a minimum cul-de-sac radius of 40 feet. 7. No structural building shall be located closer than 25 feet to the cehterline of the existing trunk sanitary sewer or storm sawer facilities. 8. This development shall acquire or dedicate all necessary utility easements,, public rights-of-way and temporary slope ponding easements as required by the City or the County. 9. This development shall be responsible for the acquisition of all required regulatory agency permits in accordance with their stipulated time frames. 10. This development shall be responsible for the upgrading• of trunk related assessments associated with the rezoning and any additional trunk areas, lateral benefit or front footage assessments previously not levied and/or associated with the future upgrading of County Road. 30. 11. This development shall extend a sanitary sewer lateral to the west property line for future extension and service to the undeveloped property to the west. 12. This development shall be subject to all conditions and restrictions of Dakota County regarding its proposed street access and platting adjacent to County right-of-way. 13. A ponding easement shall be dedicated incorporating the 887.0 elevation around Heine Pond. 14. The required conservation easement for the side hill on the west side of Heine Pond shall be properly conveyed and recorded simultaneously with the final plat. 15. All standard plat condition3�sti-a-T-1-- be adhered to.. / 13(",Z, Council Minutes `larch 17, 1987 16. A 10 foot setback variance Unit 60. Sheet 2 of 2 Sheets to 20 feet shall be granted for 17. A copy of the homeowners association's articles and by-latirs shall be reviewed and approved by the City Attorney. 18. The park land dedication shall be fulfilled in accordance with the PD Agreement and the Advisory Park and Recreation Commission recommendations. 19. A financial guarantee for the landscaping shall not be released until one year following the installation date. All voted affirmatively. 3? 7 MEMO TO: HONORABLE MAYOR & CITY COUNCILHEHBER$ TOM HEDGES, CITY ADMINISTRATOR FROM: KEN VRILA, DIRECTOR OF PARKS & RECREATION DATE: FEBRUARY 11,.1987 BE: BOULDER RIDGE - ADVISORY PARKS & REC COLMMISSION RECOMMENDATIONS The Advisory Parks & Recreation Commission, at its February 5th, 1987 Commission meeting, reviewed the revised Boulder Ridge preliminary plat for recommendations. The Commission had previously made six recommendations concerning the original submission and has subsequently, worked with the developer to meet Commission's concerns regarding the parks dedication. Commission finds the new proposal acceptable to the Commission and is recommending to the City Council: A. Acceptance of the 9.5 acre park dedication. B. The proposed cul-de-sac be dedicated as a public street. C. The developer provide the necessary grading & fill to accomodate proposed grades and trailway. D. A conservation easement to restrict cutting .of trees in the area west of the park boundary. Should you require additional information concerning the parks dedication requirements and conditions of approval, please refer to the Advisory Commission minutes of February 5, 1987 or contact me directly. ResAed,fully submitted, DireS4<fs of Parks & itecreazion KV/js CC: Dale Runkle, City Planner Paul ffauge, City Attorney Tom Colbert, Director of Public Works 13r� Agenda Information Memo August 18, 1987, City Council Meeting DEER HUNT APPROVAL OF DNR PROPOSAL C. Deer Hunt, Department of Natural Resources Proposal for Deer Population Reduction in Fort Snelling State Park and the Minnesota Valley National Wild Life Refuge --At its regular meeting on August 41 1987, the City Council discussed the issue of the 1987 deer hunt as proposed by the Minnesota Department of Natural Resources. Since that time, an official proposal has been received of Jon Parker of the DNR for formal approval of this year's hunt. For additional information on this item, refer to the DNR correspondence, a copy is enclosed on pages 140 through I for your reference. ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny the Department of Natural Resources proposal for hunting seasons and sharp shooting to reduce the deer population in Fort Snelling State Park and Minnesota Valley National Wild Life Refuge. X 39 rr��SnnTATE OF INN DEPARTMENT PHONE NO. 445-9393 OF NATURAL RESOURCES FILE NO Jon Parker, Area Wildlife Manager August 11, 1987 223 Holmes Street Shakopee, MN 55379 City Administrators and Councilmembers Eagan, Mendota Heights, and Burnsville To All Interested Parties: Attached is a proposal for h1,unting seasons and sharpshooting in 1987 for population reduction of deer in the Tort Snelling State Park and r%Iinnesota Valley National Wildlife Refuge. This proposal has been approved for presentation to you by Commissioner of Z�Fatlaral Resources, Joe Alexander. The proposal is to expand the use of special hunts as a population manegement tool in. order to reduce or eliminate the need for sharpshooting by aildlife law enforcement officers. i.ast "Tear a combinati n of hunting and sharpshooting resulted in the reduction of the :nerd by 226 deer. '''e feel that this proposal has a reasonable chance of meeting our 1987 reduction goal of at least 283. The boundaries of the hunting area ,rill be the same as last year. The special regulations and orientation requirements for firearms hunters vill be the same as last year. Archery hunters -rill be required to obtain a special permit and they will be fully informned of the boundaries and regulations in this area. As vie have discussed, I request that you consider approval of this plan at your next formal or-.orking City Council meeting. 'fie will have someone present at these meetings to answer your questions. Thank you for considering this request. Sincerely, i' Jon T:T. Parker AN EQUAL OPPORTUNITY EMPLOYER X55 140 STATE OF DEPARTMENT OF NATURAL RESOURCES PHONE NO. FILE NO 1987 PTinnesota Valley Special Firearms Deer Hunts SPECIAL RE-GULATIOrTS Hunters may use shotguns with slugs, 01? -legal muzzle -loading rifles (late season Hunters are required to hunt from portable or temporary stands elevated at least 5 feet above the ground. Hunters may select any stand location in their assigned compartment. Hunters are required to check in/out of assigned compartments through designated access points. Refuge or State official will man the access points throughout the day. Hunters must keep their weapons cased and unloaded on way to/from hunt stands. Hunters must attend orientation/safety meeting conducted by DNR and Fish & Wildlife Service. Hunters must wear red/orange clothing above waist. Hunt area will be posted with warning signs and patrolled by DNR and Fish & Wildlife Service officials. Hunters may be able to take two deer each (bonus deer area). AN EQUAL OPPORTUNITY EMPLOYER Proposal for 1987 Minnesota Valley Deer Hunts I. 1986-87 Deer Reduction Efforts. Special firearms season, with 100 permits and bonus possibility. Dates: November 8-9 and 15-16 (deer zone 3A). Special archery season, Ist 3A weekend. Hunters: 29 archery, 100 firearms; Permits: 159; Harvest: 100 deer. Sharpshooting by law officers: 2 months Jan. -Feb. killed 126 deer. 2. Population Goal. The goal set forth several years ago by the Regional Parks and Wildlife staffs and the Minnesota Valley National Wildlife Refuge staff is to reduce the deer density In the lower Minnesota Valley (1-35W to the Mississippi River) to a 15-25 deer per square mile wintering population. The 1987 goal is to remove a minimum of 283 deer with hunting seasons followed if necessary with sharpshooting by DNR and National Wildlife Refuge law enforcement officers. Hunting and sharpshooting are to be done on both the Park and Refuge lands. Our population modelling indicates that this will result in a 25% reduction in the winter or post -hunt population. We will further reduce the population by 25% in 1988, 1989 and 1990. After the 1990 reduction, the population of 17 deer per square mile will be maintained with an annual or biennial hunting/sharpshooting program. The 1987 aoal is theoretical because it is based solely on the winter aerial census of 1986 and the known and estimated mortality and production since then. Numbers will be adjusted based on later surveys. 3. 1987 Deer Removal Proposal a. Special Firearms Hunt. Dates: Season 3A dates: November 7-8 and 14-15 (both weekends). Number of hunters: 100 with each eligible to buy a second (bonus) permit to taken an antlerless (only) deer. First Iicenses will be for either sex deer. We will encourage hunters to take two deer as much as possible. Suggested actions are: inform hunters that we will arrange donation of the second deer to non-profit -2- organizations if they can't use it; and pursue the possibility of cities or a private organization reimbursing hunters for the second license. Maximum possib1e harvest - 200 Maximum probable harvest - 125 b. Special Muzzleloader Hunt: Dates: December II-13 last 3 days. Number of permits: 100 with each eligible for bonus license. Encourage 2-deer kills as in shotgun hunt. Maximum possible harvest - 200 Maximum probable harvest - 50 c. Archery Hunt. Dates: First 43 days of archery deer season (Sept. 19 - Oct. 31) except special firearms hunting dates. Number of Hunters: unlimited. Bonus deer: all hunters eligible for Metro Bonus Bow License. Area to be hunted: Fort Snelling State Park in Dakota County and the Black Dog Lake Unit of the Minnesota Valley Refuge. Permit procedure: Permits including maps of open areas to be personally picked up at Minnesota Valley Refuge Headquarters, Fort Snelling State Park; Lawrence Wayside; or Shakopee Wildlife Office. Permits will be in the form of a post-paid reporting form which we will require to be returned at the end of the hunting season indicating the zone and date of deer-kills. Four zones will be included on this permit: Fort Snelling State Park; Black Dog; Wilkie Unit of Minnesota Valley Refuge (Shakopee west of Bloomington Ferry Bridge); and the Louisville (NWR) - Carver Rapids (Parks) area near Jordan. Desired harvest (Lower Minnesota Valley) - 100 Probable harvest (Lower Minnesota Valley) - 50+ d. Sharpshooting. To begin immediately after the December muzzleloader hunt. Same procedures as last year except more time will be allowed to take any excess deer needed. I �3 LEGEND h J'dE PCL�S 55 ......... TRAILS Hiking Hiking --- Canoe Route FACILITIES ® Information DHistoric Fort Snelling �wwer rte M_Ctgn d fne w+qua rlwwrJr Picnic Area. 00 p Beach-� � � 0 ® Boat Landing © Canoe Landing Interpretive Center _ Parking .`� .. . O i FCM7i RNELIBJG . NATIONAL Shelter LE9Z 'ERY ® Polo Grounds PARK ®ENTRANCE Golf Course * Overlooks — 5 PRIVATE PROPERTY . Public Use Prohibited ST PLJL 1 SCALEF/T MILES r- { .. Lake - or_ - Long Meadow Lake Z. IELCICUN ON �. - �� %7.`fir l `r/ t' f . c.a,. •�, 73 ¢ t � 1 MyAo! River — if + - �.� •� RKE ISLAND •••.J•'"-- r I j- i legend t - �._:. ACCESS POINT ® REGISTRATION STATION - "I HISTORY CENTER (at Historic Fort) j - FM t X11` Lava f► 1 Snelkq Lake 1 c� � 55 % Gun Mb Lake Overnok j j * cm.V LI__yc .• i. - AN / f uemr..E ins xHo ' . . . ......................... J I j- i legend t - �._:. ACCESS POINT ® REGISTRATION STATION - "I HISTORY CENTER (at Historic Fort) j - FM t X11` Lava OJ, •r, r� I� �1 - �y� O '.\� ` \ o. ` ���f *` � ~ �- \ ' ,1� �`' I I\..vim~'� _ •P� Cnx - .� C .a i. �.f• �' � 1�'4 - _••� ',♦. -.��� �.�..'.. I• `:.:^r"r' e�� ill`'— �ti•�„•JL _ 14 �_ ��\�'. Oma. .� „ _ // �; .. '�"�.y' ':• �//./� � �� ( �'i• ':6i � _ �V ' k C \mob:CQ�{.i •�� �— �:�"•'�-' ;: '. may---- ' � �i�,��> .� �' .... •1'. t• �' �;'t'��''r'.,� •J'� (• � �.�,- • �f��..� � ��•.; is CL Ln J r O � \ =�♦ � . �\., P �., •� �� ..�'. • '"/`, : �r---r1�-�� - � / ;rte - ;,�• _ - _ •\ �� ;\ �- �� JI oil' '�' ? r- T \\`tom♦c • . li� ` x"11 �yy' , {�� ' \ ; ; `i' R ..- `a �,('� ;-T. r� a<� r (�Q� -.��: c°1Y -� a �� �•� \2 .cis y �-;^ \`A�.`o..-.•.��� � � , � •�„,fir. G`.''• :;� �E "i�;�� '�\ ,� , �` 1.' .w�, •'t ��;.� //S; \a 3r»"� � Hlat .. ::�,• ti��° (l� >ii-�,.�� '�j_ `�`F^` �� Id'n ,� \ ,.l, �.. -� _ � �� �,t�� - 3a7t>•la�>•'_ ij'L! o•, \, ,� 'j 1 ` u:� \ l;� I of C do _417, ��' �.` 1 I �� � \ \�”`-fry,' ,�'+y,� \ �. ��� ♦``\ . v.�;l��, l"� � � y II alt , +J - aIF I �� a +' ' LK 1 ]�^ - •• �, \.ate-¢ �;�_•.v r-.••. i y\`,. \ _ cy Agenda Information Memo August 18, 1987, City Council Meeting WINE & BEER LICENSE, ROCKY ROCOCO A. Wine and Beer License, Rocky Rococo --The City has received an application for beer and wine license from RR Restraurants 2, a California Limited Partnership, for the Rocky Rococo restaurant to be located at the Nicols/Cliff intersection, Flour Bin lst Addition. The City Council has previously approved a Conditional Use Permit for beer sales at this location at its April 7, 1987 meeting. As such permit was previously granted, the Council may amend its action of April 7, 1987 to include wine sales rather than treat it as a separate conditional use. The application is in order and meets all requirements and conditions set forth in the City ordinance. The Police Department has completed its investigation and finds the application to be in order as well. For a copy of the application and police report, refer to a copy that is enclosed without page number. ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny an amendment to the Conditional Use Permit approved on April 7, 1987 for the Rocky Rococo restaurant to include wine sales and to approve wine and beer licenses for same subject to payment of fees. 14� ON -SALE LIQUOR LICENSE FOR COMPRI HOTEL B. On -Sale Liquor License for Compri Hotel --An application for an on -sale liquor license was received from Eagan Hotel Partners Limited Partnership dba Compri Hotel to serve on -sale liquor at the Compri Hotel "Club" on Pilot Knob Road and Corporate Center Drive. At its September 16, 1986 meeting, the City Council previously approved the Conditional Use Permit for on -sale liquor sales at this location. Despite the fact that the Compri refers to its food and beverage facility as a "club", it will be open to the public and, therefore, is properly applying for an on -sale liquor license, rather than a club license. For additional information regarding the license application, refer to copies that are enclosed without page number. The Police Department has reviewed the application and finds it to be in order. ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny the on - sale liquor license for Eagan Hotel Partners Limited Partnership at the business location defined as the Compri Hotel at 2700 Pilot Knob Road. Agenda Information Memo August 18, 1987, City Council Meeting SPECIAL PERMIT/NORTHWESTERN BELL C. Special Permit for Northwestern Bell for Fiber Optic and Phone Service Facility at the Southeast Corner of Lone Oak Parkway and Northwest Parkway --An application has been submitted by Northwestern Bell for a Fiber Optic and Phone Service Facility to service Northwest Airlines. The facility is proposed to be located in the southeast corner of Lone Oak Parkway and Northwest Parkway. For additional information on this item, refer to the Planning Department report, a copy of which is enclosed on pages _ through ACTION TO BE CONSIDERED ON THIS ITEM: To approve/deny this special permit as presented for a Northwestern Bell Phone Service and Fiber Optic Facility. ty8 CITY OF EAGAN SUBJECT: SPECIAL PERMIT APPLICANT: NORTHWESTERN BELL LOCATION: WESTERN 1/2 OF OUTLOT M (LOCATED ON THE EAST SIDE OF LONE OAR PARKWAY, SOUTH OF NORTHWEST PARKWAY DATE OF PUBLIC HEARING: AUGUST 18, 1987 DATE OF REPORT: AUGUST 7, 1987 REPORTED BY: PLANNING DEPARTMENT APPLICATION: An application has been submitted by Northwestern Bell for the installation of a facility to provide phone service and fiber optic facilities to Northwest Airlines. The proposed facility is to be located immediately adjacent to and on the east side of Lone Oak Parkway, south of Northwest Parkway and west of Pond FP -5. PLANNER COMMENTS: This special permit authorizes the construction of a facility by Northwestern Bell to provide fiber optic and telephone utilities to Northwest Airlines and Northwestern Bell. This proposed facility is to be approximately 2,150 square feet (43 X 50 feet) located on a 12,800 square foot lot (128.88 X 100 feet) for a floor to area ratio of 16.8%. The proposed Northwestern Bell facility is located within the Laukka-Beck Planned Development. The designated land use f�r this area is Northwest Airlines Corporate Headquarters/General Office. The site plan illustrates the proposed facility to be located in the northeastern corner of the lot. Access to this facility is from Lone Oak Parkway with the applicant requesting three associated parking stalls. The quantity and quality of landscaping material has been determined to be sufficient. The Planning staff has initiated conversations with Northwestern Bell, however, regarding the placement and type of landscaping material. If this special permit for the Northwestern Bell facility is approved, all other applicable City ordinances shall apply. A9 0 i �—DODO --�-ROAD jm caZ m-+ �p cm p m� Pm a X = Z = o LONE__OAK PARKWAY M Z -- _ ca M m m —4- OO > & p rn m u Z f:7j=• .ceii R ��---- ---—_�- 3 t i n 1`51 j -- � ude'—? � � ♦ r 7r AcG ' -4 A is 1`51 m az co- o mMO fc-:r > -f O Z OC 2 -4 m m Co > 3 m m ca Z 3 •moi +�;rT ;e�9s D � I a ZI ; i ♦ y y..� L 11� � � p A I rt rr p �La = ICY � �rn rn D 1 N 1tu r ;r I �I� IC 'Ilu i Agenda Information Memo August 18, 1987, City Council Meeting WAIVER OF PLAT/B. H. GRACE FOR DUPLEX LOT D. Waiver of Plat for Duplex Lot Split on Lot 2, Block 4, Rahn Ridge Addition --An application was received by the City for B. H. Grace Corporation for Waiver of Plat requesting the division of a duplex lot located on Lot 2, Block 4 of Rahn Ridge Addition. For a copy of the City Planning Department report regarding the request for Waiver of Plat, refer to pages 65-Y through ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny the Waiver of PLat as requested for Lot 2, Block 4, Rahn Ridge Addition. � 53 CITY OF EAGAN SUBJECT: WAIVER OF PLAT (FILE #31-W-18-8-87) APPLICANT: B.H. GRACE CORPORATION LOCATION: LOT 2, BLOCK 4, RAHN RIDGE ADDITION EXISTING ZONING: R-2 (DUPLEX) DATE OF PUBLIC HEARING: AUGUST 18, 1987 DATE OF REPORT: AUGUST 7, 1987 REPORTED BY: PLANNING DEPARTMENT APPLICATION: An application has been submitted for a waiver of plat requesting the division of a duplex lot located on Lot 2, Block 4 of Rahn Ridge Addition. PLANNER COMMENTS: Lot 2, Block 4, is located on Vienna Lane and immediately adjacent to I -35E and located south of Pin Oak Drive, north of the I -35E and Trunk Highway 77 interchange. The lot split is requested by B.H. Grace Corporation to facilitate individual ownership. Sufficient utilities exist to meet the needs of the subsequent individual lots. If this waiver of plat is approved, all other applicable City ordinances shall apply. iso Hedlund Engineering Services 8201 East Bloomington Freeway Bloomington, Mnnesola 55420 Land Surveyors Civil Engineers Land Plannnnnssrs i 98 Phone: 680-0289 Iffir SA(Weyor`f fj,/erti fete BOOK 72 Paye JOB NO. 879 - 284 SURVEY FOR. B.H. Grace Corp. UVAIKO AS: PARCEL A: That part of Lot 2, Block 4, RAHN RIDGE, City of Eagan, Dakota County, Minnesota, lying northeasterly of a line drawn from a point on the northwesterly line of said Lot 2 distant 34.32 feet east of the northwest corner thereof, as measured along said line, to a point on the southeasterly line of said Lot 2 distant 115.66 feet northeast of the most southerly /cornr thereof, and reserving easements of record. PARCEL B: �a.;�5 That part of Lot 2, Block 4, RAHN RIDGE, City of Eagan, Dakota County, q/ /� Minnesota, lying southwesterly of a Vi �NNp' 9y,/e qD° line drawn from a point on the v+ 11D.e northwesterly line of said Lot 2 o Q.`S3b distant 34.32 feet east of the 992'7 69 ,ti lfl Ia�0��^\ northwest corner thereof, a measured alongsaidline, to s _ point on the southeasterly line 13 SZ R' Qi \ 943.0 \ of said Lot 2 distant 115.66 d' \ feet northeast of the most r southerly corner thereof, and reserving easements of record. 2833 t � `ry, R IN XJ 0- -7- 91 - zto / (57 c, ti g $- / 9%� or) ti 3 / Benchmjrk- / T.p Nat - Nyd. B S.W. corm of L 6, B 3 , Ran.. R:dye = 947.06 CNNTIIICATB Of LOCATION Of BUILDING I hereby certify that on 7//O�7_ ' le bb I made a survey or the location of the I / y5• building on the property described hereon 1 and that the location of said building is 1 / correctly ■hown hereon. 1 4 n de r D Lindgren, o. 14376 I ftereby cert fy�that S /1 /87 I surveyed the propeny described above and that the above p1 tis o rest representation of said survey. 955.2 _^' " D • �. e� JtfgVoyW L dgren, License No 14376 SS Agenda Information Memo August 18, 1987, City Council Meetinq HARVEY'S HERITAGE ADDITION E. Harvey's Heritage Addition for Rezoning at 3.75 A to R-1 and a Preliminary Plat Consisting of 5 Lots Entitled Harvey's Heritage Addition --A public hearing was held by the Advisory Planning Commission at their last regular meeting held on July 28, 1987, to consider a Rezoning application from A to R-1 for 3.75 acres and a Preliminary Plat consisting of 5 lots entitled Harvey's Heritage Addition. The APC is recommending approval of both the Rezoning and Preliminary Plat. For additional information on the proposed Rezoning and Preliminary Plat refer to the staff report prepared by the Planning and Engineering Departments found on pages / through. The Advisory Parks and Recreation Commission is recommending a cash dedication requirement for the newly created lots and a scenic and protective easement to be placed on the property adjacent to the shoreline to protect plant material during future construction. For a copy of the APC action on this item, refer to those minutes found on page or pages through . ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny the rezoning from A to R-1 and the Preliminary Plat entitled Harvey's Heritage Addition as presented by Mary Braun. .. n CITY OF EAGAN SUBJECT: REZONING, PRELIMINARY PLAT (HARVEY'S HERITAGE ADDITION) APPLICANT: MARY K BRAUN LOCATION: SW 1/4, SECTION 15 EXISTING ZONING: A (AGRICULTURAL) DATE OF PUBLIC HEARING: JULY 28, 1987 DATE OF REPORT: JULY 14, 1987 REPORTED BY: PLANNING & ENGINEERING APPLICATION: Separate applications have been submitted requesting a Rezoning of 3.75 Ag. (Agricultural) acres to an R-1 (Single Family) district and a Preliminary Plat for the Harvey's Heritage Addition. This plat consists of five single-family lots along the southwest portion of Fish Lake just east of Pilot Knob Road. This plat is in conformance with the January 1987 Land Use Map designating this -area as D -I 0-3 units/acre. SITE PLAN: Fish Lake is classified as a General Development Lake within the City's Shoreland Ordinance. The proposed building pad locations exceed the specific setback requirements and 75' minimum width at the water line. All typical City setbacks and R-1 standards have been adhered to except for the existing detached garage on -Lot 1. The setback along the public street is 10' and 30' is required. Lot 1, containing 33,500 SF, and the existing home will receive access from a new driveway onto Drexel Court. Lots 2-5 vary in size from 14,725 SF - 23,400 SF and will be served from the proposed Braun Court. The existing gravel driveway to Pilot Knob Road will be removed with this proposal. -w Lots 1-4 are heavily wooded and Lot 5 is relatively open. The applicant intends to market the lots to individuals so that custom building sites are created with as little disturbance to the site as possible during grading, -and construction. [S� GRADING DRAINAGE EROSION CONTROL: The grading of Braun Court will be accomplished in part by City Project No. 487 while the proposed lot grading will be performed by the developer. The grading of the lots basically provides for excavating Lots 2 and 3 and placing the excess material in Lots 4 and 5. The proposed grading plans shows cut and fill slopes exceeding the maximum 3 to 1 allowable. It is recommended the resulting slopes be no steeper than 3:1. Drainage on the westerly end of the site will be directed to the proposed storm sewer in Braun Court, while the easterly end will be directed to the existing storm sewer in Drexel Court which ultimately discharges to Fish Lake. Proper erosion control measures in accordance with City of Eagan (SWCD) recommendations shall be utilized during the placing of fill adjacent to Fish Lake. UTILITIES: Sanitary sewer and water main of sufficient size and depth presently exist in Braun Court. City Project No. 487, Braun Court Street Improvements, provides for sanitary sewer and water service stubs to each of the proposed lots. STREET CIRCULATIONZDRIVEWAY: Street access to the proposed site will be provided from Braun Court and Drexel Court. Based on the public hearing for City Project No. 487, Lots 3, 4, and 5 will obtain driveway access to Braun Court, however, Lot 2 must obtain it's driveway access onto Drexel Court unless it shares in the assessments for Braun Court. EASEMENTS/RIGHT-OF-WAYZPERMITS: This development shall provide 25' half right-of-way for Braun Court and a 55' radius for the proposed cul-de-sac. A 20' wide easement is required for the storm sewer extension from Braun Court. Ponding easement for Fish Lake (Pond JP -4) shall be dedicated in accordance with the Comprehensive Storm Sewer Plan. All regulatory agency permits shall be acquired within the appropriate time frame as required by the affected agency (County Highway, MPCA, Department of Health, etc.). ISS HARVEY'S HERITAGE ADDITION ASSESSMENTS: The proposed site was previously assessed for water area and sanitary sewer trunk under Project No. 58 and for storm sewer trunk (large lot credit) under Project No. 279. Under Project No. 279, 61,875 S.F. of the. 108,900 total square feet were included in the storm sewer trunk assessment. The balance, 47,025 S.F. of storm sewer trunk obligation, will be a condition of this development: Project # Description Rate Quantity Amount 279 Storm Sewer Trunk .053/SF 471025/SF $2,492 Under City Project No. 487, the proposeod site will be subject to street, sanitary sewer service and water service assessments. Final assessment obligations are determined based on final plat dimensions and areas and the rates in effect at the time of final plat approval. ['57 CONDITIONS: 1. The grading plan shall be modified to adhere to the maximum allowable 3 to 1 slope criteria. 2. Drainage on the westerly end of the development shall be directed to Braun Court while the easterly end shall be directed to the existing system in Drexel Court. 3. The development shall be responsible for providing a 25' half right-of-way for Braun Court along with a 55' radius for the proposed cul-de-sac. 4. The development shall dedicate the necessary 20' wide easement for the storm sewer extension from Braun Court. 5. This development shall accept its additional assessment obligations as defined in the staff's report'. and those assessments identified in City Project No. 487 in accordance with the final plat dimensions and the rates in effect at the time of final plat approval. 6. This development shall dedicate 10' drainage and utility easements centered over all common lot lines and adjacent to private property or public right-of-way. 7. This development shall dedicate all public right-of-way and temporary slope easements for ultimate development of adjacent roadways as required by the appropriate jurisdictional agency. 8. This development shall dedicate adequate drainage and ponding easements to incorporate the required high water elevation necessitated by City storm water storage volume requirements. 9. All public streets and utilities necessary to provide service to this development shall be designed by a registered professional engineer in accordance with City codes and engineering standards and policies, and approved by staff prior to final plat approval. 10. A detailed grading, drainage, erosion, and sediment control plan must be prepared in accordance with current City standards and approved by staff prior to final plat approval. 11. This development shall insure that all temporary dead end public streets shall have a cul-de-sac constructed in accordance with City engineering standads. 12- A detailed landscaping plan shall be prepared and approved by staff with adequate financial and time guarantees prior to final plat approval. 13. All internal public and private streets shall be constructed within the required right-of-way in accordance with City design standards. 1go 14. This development shall be responsible for the acquisition of all regulatory agency permits in the time frame required by the -_ affected agency. 15. This development shall fulfill its parks dedication requirements as recommended by the Advisory Parks and Recreation Commission and approved by Council action. 16. All standard platting and zoning conditions shall be adhered to unless specifically granted a variance by Council action. 17. All standard platting conditions shall be adhered to. 18. A variance to allow the existing detached garage 10' from the front property line shall be permitted. G I MAI - I u PAI IrZ v `7 PILOT WJOS R 4 CRQ?St7R4 OA CENT R" R -L R I --- - CITY HA�L A -------- TZ `F77t2. K R 1 U31"i so 7 NO, 5K pl! R-1 V Fin livul.. I 0 1Hnoo 1 may/ 90'99£ ,SBI _. 1 ' I C.+ 73x.gy O 3.16Z,VZe0S G7 -pi " 1 �� i,- �L 52 N � 1 II 1 I M -5V 1 r a' @ 1' li J cw a e3 ^7 1 00 L SZ\, ,R sz i •1 4 O I 1 h\ 4 \ \ 1 I 1 1 1\ Jkj ms yy ^J r' i 10 Lir - 874,8 L.,.- I r _ 874.8 U 879.8 IC 878./-- Li---' DP -20 24'•x_9 8930 901.0 - _ + DP-23._�_ 9042 CP -1 -- 8976 - - - .. 825.0 12� E.. -� 829..7._.--------- -- ` D -c �- ' _.• . - j.I - - _ � p � 8900 871.0 - B- f 922. i � •;L� 12 { 844.0- i-' I -'_.:_ .871.0 :T. }869.0`, .=888.7 0 847.2 -IF -,-7-;-i-,880.0- _' }x.90/.5 844.0 851.5 JP -15 �. , i i- w I 12 -I 1.3 �0 ~ - BP -2 792.3 801.0 P. i I ` 24" ; 815.7 a.\"A `• ' 30.0 jp --....—. �- -523.8 - � �, ••��.__. _ _..__ - 834.0 I . _zHALL b .. C 1 T i� � 4 �; • L- eco L71:1JP- 10820.8 -f / JP- `l B-0 862 V 866 � • �.� i' 48.. BP -3 389.9 ,! ?05.2 t .... _8 1 E5.9_ --......: -- 3 -JP-49 `I S 818.1 830.0 B - b .y i _n..�..---... P-9 1870.6 l 830.0 JP .869.4 ` t$5� 4"i'.lC�i (_ 872.4 865.2 r 2 1 �2 B -c ' ,IP -4 ---�� ' JP -8 ^1 r% SUBJECT PARCEL HARVEYS HERITAGE ESTATES FIG. #1 city of eagan STORM SEWER _ ____, approved: plate #d C - . PUBLIC � - - , WORKS DEPARTMENT MASTER PLAN O K C/) m m m --i C Z x m A .p v O N <a, "CrS-1 44 /365.05 /� NO.24'29"W S0.24'29"E D REXEL .............................. ................................. ................. ............... ........ * * ................. .... I ..................... ............ I .............. .......... (�I 1 V / 1 '.ice;.': 365.05 COURT (f� c 01 APC Minutes July 28, 1987 1. There shall be the one time sign fee of $2.50 per square foot for 68 square feet. 2. No pylon signs shall be allowed on Lots 5 and 6 (both sides of the Diffley entrance). 3. The sign shall be lighted only during operating hours of the shopping center. All voted in favor. LEARNING TREE - CONDITIONAL USE PERMIT Chairman Hall then commenced the second public hearing of the evening for the request of a conditional use permit for a sign for Lot 1, Block 1, Town Centre 100' located in the northwest intersection of Lexington and Town Centre Drive, by Learning Tree. Mr. Runkle introduced the application, which was for a permanent sign somewhat over 7 feet in height to replace the existing wooden sign. After discussion as to whether assessments could be imposed as a condition of the conditional use permit, Harrison moved, Gustafson seconded the motion to recommend approval of the conditional use permit, subject to the following conditions: 1. The applicant shall remove the existing sign. 2. The one time sign fee of $2.50 per square foot for 45 square feet shall apply. 3. No other signage along Lexington Avenue shall be permitted on this lot. All''voted aye, except Hall who voted nay. HARVEY'S HERITAGE ADDITION - REZONING & PRELIMINARY PLAT The applications of Mary K. Braun for rezoning of 3.75 acres A (Agricultural) to R-1 (Single Family) and a preliminary plat consisting of 5 lots located in the southwest quarter of Section 15, south of Fish Lake and east of Pilot Knob Road were the object of the next public hearing. City Planner Runkle described the location, lot configuration and proposed assessments. Mr. Wayne Cordes of Sigma Surveying was present on behalf of the applicant. It was agreed that the owner would have to resolve unnecessary slopes and provide adequate measures to prevent erosion into Fish Lake. Mr. Cordes indicated that it was his opinion that the staff had agreed to a 40 foot radius on -the cul-de-sac due to the few lots adjacent to it and that it had been agreed that the lots on Braun Court would be assessed on a front footage basis and thus, the access to Lot 2 was irrelevant. APC Minutes July 28, 1987 Mr. Henry Braun was present to express concern in regard to the storm sewer system proposed for the end of the cul-de-sac, which Mr. Foertsch indicated would be designed to provide proper drainage. Pursuant to member Wilkins' questions, Mr. Foertsch indicated that the county had not denied access on Pilot Knob Road to the Schultz property. Harrison moved, Gustafson seconded the motion to recommend approval of the rezoning. All voted yes. Harrison moved, Wilkins seconded the motion to recommend approval of the preliminary plat, subject to the following conditions: 1. The grading plan shall be modified to adhere to the maximum allowable 3 to 1 slope criteria, although retaining walls will be considered. p 2. Drainage on the westerly end of the development shall be directed to Braun Court while the easterly end shall be directed to the existing system in Drexel Court. 3. The development shall be responsible for providing a 25 foot half right-of-way for Braun Court along with a 50 foot radius for the proposed cul-de-sac. 4. The development shall dedicate the necessary 20 foot wide easement for the storm sewer extension from Braun Court. 5. This development shall accept its additional assessment obligations as defined in the staff's report and those assessments identified in City Project No. 487 in accordance with the final plat dimensions and the rates in effect at the time of final plat approval. 6. This development shall dedicate 10 foot drainage and utility easements centered over all common lot lines and adjacent to private property or public right-of-way. 7. This development shall dedicate all public right-of-way and temporary slope easements for ultimate development of adjacent roadways as required by the appropriate jurisdictional agency. 8. This development shall dedicate adequate drainage and ponding easements to incorporate the required high water elevation necessitated by City storm water storage volume requirements. -I I (,C" � APC Minutes July 28, 1987 9. All public streets and utilities necessary to provide service to this development shall be designed by a registered professional engineer in accordance with City codes and engineering standards and policies, and approved by staff prior to final plat approval. 10. A detailed grading, drainage, erosion, and sediment control plan must be prepared in accordance with current City standards and approved by staff prior to final plat approval. 11. This development shall insure that all temporary dead-end public streets shall have a cul-de-sac constructed in accordance with City engineering standards. 12. The plat design shall not landlock any parcels adjacent to Braun Court. 13. All internal public Y'and private streets shall be constructed within the -required right-of-way in accordance with City design standards. 14. This development shall be responsible for the acquisition of all regulatory agency permits in the time frame required by the affected agency. 15. This development shall fulfill its parks dedication requirements as recommended by the Advisory Parks and Recreation Commission and approved by Council action. 16. All standard platting and zoning conditions shall be adhered to unless specifically granted a variance by Council action. 17. All standard platting conditions shall be adhered to. 18. A variance to allow the existing detached garage 10 feet from the front property line shall be permitted. All voted in favor. Harrison moved, Wilkins seconded the motion to recommend approval of a variance to allow the existing detached garage 10 feet from the front property line. All voted yes. Agenda Information Memo August 18, 1987, City Council Meeting EXTENSION OF WINKLER JACKSON PD F. Extension of Winkler Jackson PD (Approved in 1982 for 5 Years) -- Enclosed on page )x71 you will find a copy of the Cliff Road Partnership request for an extension of the Winkler Jackson Planned Development to allow completion of the project. The applicant indicates that orderly and timely progress on the planned development has been taking place and that it will continue to do SO. At its July 28, 1987 meeting, the Advisory Planning Commission recommended a 3 year extension of the Winkler Jackson PD to provide adequate time for its completion. Minutes of the meeting are enclosed on page ./7-2- for review. As the planned development technically expired on July 6, 1987, it will be necessary to consider an extension of the PD in order to process the Oak Cliff Pond 2nd Addition, immediately following, and any future development whithin the perimeters of the planned development. ACTION TO BE CONSIDERED ON THIS ITEM: To approve/deny any extension of the Winkler Jackson Planned Development for a period of 3 years. 1qo { UerDevelopment Co, Winkler Development Co. 730O w:EST 147TH-$I'RENT. SUITE 403. APPLE VALLEY, AIN Agia4 14121432-7101 Mr. Dale Runkle City of Eagan 3830 Pilot K -glob Road Eagan, MN 55121 The Planned Development Agreement dated July 6, 1982 is due to expire this year. Cliff Road Partnership would like to request a extension of time in the agreement in order to complete the development. I do believe we have been developing in a orderly manner and will continue to do so. Sincerely, Cliff Road Partnership �q APC Minutes July 28, 1987 11. A revised grading plan shall be submitted to staff taking into consideration the concerns outlined in the staff report oncerning the northerly end of Pond AP -10 and the impac the g ding has on the ponding area. i�. This development shall dedicate adequate drainage and ponding,, easements to incorporate the required high water elevation necessity. -.ted by City storm water storage volume requireXents. 13. A1,1 public utilities necessary to provida-'service to this development shall be designed by a registered professional engineer in accordance ith City Codes and engineering st�nndards and policies and approved by taff prior to final plat app. -Oval. X 14. A detaile rading, drainage, erosion and sediment control plan must be prepare in accordance witk current City standards and approved by staff prio to final plat approval. �F 15. This development hall ,bb responsible for the acquisition of all regulatory agency p miets in the time frame required by the affected agency. 16. The development Mall responsible for providing storm sewer service to the nor erly adja nt properties. 17. The development shall be respo sible for providing utility easements (water id sanitary sewer s vice) in accordance with staff recommendati ns to adequately serve e northerly adjacent property. ' All vot�cd affirmatively. Wi,,hins moved, McCrea seconded the motion to recom d approval O fa variance for a long cul-de-sac based upon the ha ship to the terrain and the pond, it being the City's directic to e such a cul-de-sac to avoid the mixing of uses of the thio, h street. All voted yea. Mr. Greg Soule was present on behalf of Cliff Road Partnership in regard to their request for a 5 year extension of the PUD. Mr. - Hall pointed out that the Planning Commission had not been able to review PUD's in the fall of 1986 and thus, the request represented a hardship due to those circumstances. McCrea moved, Harrison seconded the motion to recommend a 3 year extension to the PUD on the following conditions: 1. The PUD Agreement be amended to show the reduced densities actually platted. 2. That staff provide public notice for hearing before the City Council. All voted yes. -W `-� z Agenda Information Memo Auaust 18, 1987, Citv Council Meeting OAK CLIFF POND 2ND ADDITION G. Oak Cliff Pond 2nd Addition, Brutger Companies, for Preliminary Plat Consisting of 33 Detached Townhouses on 12.78 acreas within the Winkler Jackson PD --A public hearing was held at the July 28, 1987 Advisory Planning Commission meeting, to consider an application submitted for preliminary plat for the Oak Cliff Pond 2nd Addition consisting of 33 owner -occupied detached townhouse units on Outlot B of the Winkler Jackson PD. This site contains 9 acres immediately west of the similar 1st Addition that received preliminary plat approval in June, 1987 for 42 units. The APC is recommending approval of the preliminary plat with a variance to the cul-de-sac regulations in excess of 5001. For additional information on this item, refer to the Planning an Engineering Department report. A copy is enclosed on pages through � for your reference. As a part of a planned unit development, in which parks dedication has already been addressed, this matter was not brought before the Advisory Parks and Recreation Commission and therefore there is no additional recommendation on it at this time. For a copy of the action that was taken by the Advisory Planning Commission, refer to those minutes found on page(s) ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny the preliminary plat application entitled Oak Cliff Pond 2nd Addition, and a variance exceeding the 500 foot regulation for a cul-de-sac. V s) CITY OF EAGAN SUBJECT: PRELIMINABC PLAT (OAK CLIFF POND 2ND ADDN) APPLICANT: BRUTGER COMPANIES, INC LOCATION: NW 1/4, SECTION 31 EXISTING ZONING: R-1 WITHIN WINKLER JACKSON PD (82-3) DATE OF PUBLIC HEARING: JULY 28, 1987 DATE OF REPORT: JULY 23, 1987 REPORTED BY: PLANNING & ENGINEERING APPLICATION: An application has been submitted requesting a Preliminary Plat for the Oak Cliff Pond 2nd Addition consisting of 33 owner -occupied detached townhouse units on Outlot B of the Winkler Jackson Planned Development. This site contains 9 acres immediately west of the similar lst Addition that received Preliminary Plat approval in June 1987 for 42 units. The original Planned Development Agreement called for a maximum 311 units on the west side of Slater Road. When the single family Oak Cliff Addition was approved in 1984, that number was amended to 231 units. Since then, rezonings and plats reduced the total number of units on Outlots B and C to 135 units on the 22 acres (6.3 units/acre). Oak Cliff Pond Additions will be the final residential areas on the west side of Slater Road to develop with another reduction in units from a possible 135 to 75 - the total number of housing units on the west side -of Slater road to 159. SITE PLAN: The existing vegetation consists of mature native hardwood trees and understory plant material. In an effort to save as many trees as possible, the developer will only grade the streets with the typical large.,earth-moving equipment. The lots will then be graded individually with smaller equipment such as a back -hoe. Retaining walls will be constructed if necessary and the building style will match .the site as close as possible. Four building designs will be used - the footprint on the site plan is shown only to demonstrate building setbacks and grading feasibility. All building and parking setbacks meet Code requirements. The 50' buffer area along the Burnsville/Eagan border that was discussed with the 1st Addition has been defined on the 2nd Addition plan. Staff recmmends that temporary fencing be installed prior to any grading through the home building process to eliminate any chance of unnecessary tree loss. The proposed walk trail in that area will be soft surfaced so it can meander between the existing trees. An association will control common areas, exterior building maintenance and trash pick-up. GRADING/DRAINAGE/EROSION CONTROL: The proposed site consists of wooded sloping topography with elevation differentials of approximately 70'+/-. The low point (E1. 920) of this site is the normal water level of the easterly adjacent pond designated as Pond AP -10 in the City of Eagan's Comprehensive Storm Sewer Plan. The high point of this site is along the westerly property line with an existing elevation of about 990. The proposed grading plan attempts to maintain a 45' to 130' wide buffer along the westerly side of Pond AP -10. The development is proposing to disturb the entire area south of the northerly property line and northerly of the pond. The development is also proposing undisturbed areas along its southerly boundary, adjacent to the single-family Oak Cliff 4th Addition development. Also, the development is proposing to leave a buffer between the development and residences of the River Woods single family residential area in the city of Burnsville. The applicant has expressed to staff that they're very sympathetic to the existing conditions in Oak Cliff Pond 2nd Addition. Their proposed grading is basically limited at this time to the grading required to construct the private street system within the development. The applicant has expressed the fact that the individual housing units are to be designed to fit the existing topography of the particular lot. As a result, staff will have an opportunity to review the lot grading on a per lot basis through the building permit process. Staff has determined that Lot 1, Block 4, as proposed, results in a nonbuildable lot. In addition to the proposed lot being heavily wooded, the lot will require 6-16' of fill plus a retaining wall. The balance of the fill section sloping down to Pond AP -10 exceeds the maximum allowable 3:1 slope. In addition to Lot 1, Block 4, exceeding the maximum allowable 3:1 slope criteria, Lots 1 and 2 of Block 5, along with the proposed slope being constructed as a result of the entrance along the northerly side of the property, result in slopes down to Pond AP -10 in the area of 2:1 instead of the 3:1 maximum allowed. The storm water runoff generated from the proposed site is intercepted by an.internal storm sewer system and discharges into Pond AP -10 in four different locations. The development shall be responsible for revising the proposed storm sewer system to minimize the proposed number of outlets into Pond AP -10. The development shall also be responsible for providing the necesssary storm sewer outlets for Mary Mother of the Church and the proposed Cliff Road Shoppes development. No erosion and sediment control plan was submitted with the preliminary plat application. Staff recommends that an erosion and sediment control plan, including both site map and narrative that meets. the requirements of the general criteria, be submitted and approved by staff prior to the issuance of a grading permit or final plat approval. UTILITIES: Sanitary sewer and water main of sufficient size, capacity and depth have been stubbed to the proposed site from the existing facilities in Slater Road. �q5 , CONDITIONS: OAK CLIFF POND 1. All standard platting conditions shall be adhered to. 2. This plat shall be reviewed by the Advisory Parks and Recreation Commission for their dedication requirements. 3. A copy of the Homeowners Association that governs both Oak Cliff Pond Additions shall be reviewed by the City Attorney prior to final plat approval. 4. All exterior building maintenance shall be the responsibility of the Homeowners Association. 5. The Building Inspections Department will require a minimum of 10' between buildings. 6. The exterior colors shall be compatible with the 1st Addition. 7. 25' minimum building setbacks along the private street will be required and 20' minimum in the cul-de-sac. 9. Fencing along the 50' buffer area on the Eagan/Burnsville border will be required during the construction process until those units closest to that line are finished. 10. The development shall be responsible for constructing the proposed internal private street system in accordance with City of Eagan design standards. 11. The development shall be responsible for dedicating the appropriate water main, sanitary sewer and storm sewer easements. 12. A revised grading plan shall be submitted to staff taking into consideration the concerns outlined in the staff report concerning the northerly end of Pond AP -10 and the impact the grading has on the ponding area. 13. Thi -s development shall dedicate adequate drainage and ponding easements to incorporate the required high water elevation necessitated by City storm water storage volume requirements. 14. All public utilities necessary to provide service to this development shall be"designed by a registered professional engineer in accordance with City Codes and engineering standards and policies and approved by staff prior to final plat approval. 15. A detailed grading, drainage, erosion and sediment control plan must be prepared in accordance with current City standards and approved by staff prior to final plat approval. 16. This development shall be responsible for the acquisition of all regulatory agency permits in the time frame required by the affected agency. 17. The development shall be responsible for providing storm sewer service to the northerly adjacent properties. 18. The development shall be responsible for providing utility easements (water and sanitary sewer service) in accordance with staff recommendations to adequately serve the northerly adjacent property. 1 96 + �+,-",5NTY STATE �r AlD �� �'r NiGMwAr N0.. � i►r r.r OAK CLIFF 3RD ADDITION (AMOCO STATION ) I OUTLOT D' OUTLOT' B' OUTLOT' C' 7 Fav tAP r[' u.7�►c G rTuA L- «tom • O U T L O T' A �,,� � •• � �� •• ;f a 2 _ • fJ ti's •�� �yy+ Y_,.nrLa � � • . '� ��� • � W`• . O U T L O T' F ffix PIP vev •'a� +�?;r:+;p.tiff- tirr; ; •.. I ,. x; Z{�'L 7 M1 .Y:.,PF S r { }1 tS R •I„f f (( 1 r 7--1 �v��''•,ti }..}, v--R"'t��} gra: 1 f I, q 9 Ln A --2L, i40mzj , " -\\ U|' ll � ~ ` i�9 i s 0 Ih- t �V) a N Y n 1'�.� k.hJl cif -� 5 a i - i rte\ Ld aL Ld Z _memo-- L 71 Ll ji if _ 4 �\..' � s moi`"-i�` -�- .'• ".. �r -., ti+ i 1 0 4 0. O9t%� r \ , \ \ ` C --` •... . '13 •»O 31MM I is N _ o n ,�, t wlw.on 4lro eeyS, Scoc 8RA-1-HI _1V. SMV -1-11S -11 iR� a V 1 a � IiL eL i d ZO OQ = ---------------- 1 TI IN7CIl7Y All/��� ilOMli .......... u- - -------- ....... ......... t r —1. - oo 'PIC" ' \i 1� .ayw11 i --1 I IV ------------ --- (lei Air 4IBu!61 1-.-SGOO m 27- -.-1 S30V < e a A �) 4t cr o�s CL LU ice_ —f- r •_ ' w \ y ^ ILIi O mo` aur /; N. n n � ol 1..L 5' ^fir. LL. LL C 7;- r / - wn•a '\-�=lam-� / /� ,,,� tri J c - .� tl O /1 0, SZ9 lig• � � �'-� �. __ ___� p / �� o; 1 � m;i - �����\���` /�: ��s7f w� � -------'- �!9•¢. ' • P \ ``JJ_ a La �•. In � _ . R .� ., I . �j I¢• ��� � � ` \ \ �� � Jar-' 091/"17`r ^~\. `..\� �`�m \\-�.. \\Z na ..� 'lp'•AVO 311HM J • /� � � tl� :\ � -:,\ \ `\\ \.� .' Y tet, _ . tA C\J <a I IL(,,'1 A e io!InO o y ani n II%W7!a�Rllwo ar a!OuS) n �'\�l APC Minutes July 28, 1987 OAK CLIFF POND 2ND ADDITION - PRELIMINARY PLAT Chairman Hall then_ convened the public hearing on the application of Brutger Companies for preliminary plat consisting of 33 detached townhouses on 12.78 acres within the Winkler Jackson Planned Development in the northwest quarter of Section 31, south of Cliff Road and west of Slaters Road. Mr. Runkle described the development including the history which involved a significant reduction in the number of overall units in the development and its consistency with the first phase of Oak Cliff Pond 1st Addition. Mr. Roger Olson was present on behalf of Brutger Companies and indicated the developer's acceptance of the conditions imposed by the staff. It was indicated that a revised grading plan had been submitted to make outlots buildable. The length of the private cul- de-sac was also discussed with the indication that it had been recommended by the City in lieu of a connection through single family resident streets. Wilkins moved, Trygg seconded the motion to recommend approval of the preliminary plat, subject to the following conditions: 1. All standard platting conditions shall be adhered to. 2. This plat shall be reviewed by the Advisory Parks and Recreation Commission for their dedication requirements. 3. A copy of the Homeowners Association that governs both Oak Cliff Pond Additions shall be reviewed by the City Attorney prior to final plat approval. 4. All exterior building maintenance shall be the responsibility of the Homeowners Association. 5. The Building Inspections Department will require a minimum of 10 feet between buildings. 6. The exterior colors shall be compatible with the lst Addition. 7. 25 foot minimum building setbacks along the private street will be required and 20 foot minimum in the cul-de-sac. 8. Fencing along the 50 foot buffer area on the Eagan/Burnsville border will be required during the construction process until those units closest to that line are finished. 9. The development shall be responsible for constructing the proposed internal private street system in accordance with City of Eagan design standards. Variance for a cul-de-sac will be approved as described. 10. The development shall be responsible for dedicating the appropriate water main, sanitary sewer and storm sewer easements. APC Minutes July 28, 1987 11. A revised grading plan shall be submitted to staff taking into consideration the concerns outlined in the staff report concerning the northerly end of Pond AP -10 and the impact the grading has on the ponding area. 12. This development shall dedicate adequate drainage and ponding easements to incorporate the required high water elevation necessitated by City storm water storage volume requirements. 13. All public utilities necessary to provide service to this development shall be designed by a registered professional engineer in accordance with City Codes and engineering standards and policies and approved by staff prior to final plat approval. 14. A detailed grading, drainage, erosion and sediment control plan must be prepared in accordance with current City standards and approved by staff prior to final plat approval. 15. This development shall be responsible for the acquisition of all regulatory agency permits in the time frame required by the affected agency. 16. The development shall be responsible for providing storm sewer service to the northerly adjacent properties. 17. The development shall be responsible for providing utility easements (water and sanitary sewer service) in accordance with staff recommendations to adequately serve the northerly adjacent property. All voted affirmatively. Wilkins moved, McCrea seconded the motion to recommend approval of the variance for a long cul-de-sac based upon the hardship to preserve the terrain and the pond, it being the City's directive to provide such a cul-de-sac to avoid the mixing of uses of the through street. All voted yea. Mr. Greg Soule was present on behalf of Cliff Road Partnership in regard to their request for a 5 year extension of the PUD. Mr.- Hall r:Hall pointed out that the Planning Commission had not been able to review PUD's in the fall of 1986 and thus, the request represented a hardship due to those circumstances. McCrea moved, Harrison seconded the motion to recommend a 3 year extension to the PUD on the following conditions: 1. The PUD Agreement be amended to show the reduced densities actually platted. 2. That staff provide public notice for hearing before the City Council. All voted yes. (,. I � 7 Agenda Information Memo August 18, 1987, City Council Meeting CUTTERS RIDGE ADDITION/REZONINGZPRELIMINARY PLAT H. Cutters Ridge Addition, Graham Development, for a Rezoning of 17.02 A acres to R-1 and a Preliminary Plat Consisting of 37 Lots --A public hearing was held by the Advisory Planning Commission at their last regular meeting held on July 28, to consider separate applications for a rezoning of 17.02 A to an R-1 district and a preliminary plat consisting of 37 lots entitled Cutters Ridge Addition. The plat is in conformance with the January 1987 land use plan that designates this area D-2. The APC is recommending approval of both the rezoning and preliminary plats with the understanding there would be a neighborhood meeting prior to the City Council meeting. For additional information as compiled by the Planning and Engineering Departments, refer to pages through ?- 0(,?. At the Advisory Parks and Recreation Commission meeting held on August 6, 1987, the Commission recommended a cash dedication requirement for lots created for plat approval and let the developer be responsible for a bituminous trail on Pilot Knob Road through the property described by this plat. For a copy of the Advisory Planning Commission minutes, refer to page (s) - O . ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny 1) the rezoning of 17.2 acres from A to R-1 and 2) a preliminary plat entitled Cutters Ridge Addition. CITY OF EAGAN SUBJECT: REZONING, PRELIMINARY PLAT (CUTTER'S RIDGE ADDN. APPLICANT: GRAHAM DEVELOPMENT LOCATION: NE 1/4, SECTION 21 EXISTING ZONING: A (AGRICULTURAL) DATE OF PUBLIC HEARING: JULY 28, 1987 DATE OF REPORT: JULY 21, 1987 REPORTED BY: PLANNING & ENGINEERING APPLICATION: Separate applications have been submitted requesting a Rezoning of 17.02 Ag. (Agricultural) acres to an R-1 (Single Family) district and a Preliminary Plat for the Cutter's Ridge Addition. This plat consists of 37 lots west of Pilot Knob Road and north of Deerwood Drive. This plat is in conformance with the January 1987 Land Use Plan that designates this area D -II Mixed Residential 0-6 units/acre. LAND USE: The site generally consists of open grassland with an acre or so of hardwood trees just north of the existing 3 -acre homestead to the south. Except for the R-1 Kings Wood Addition along Pilot Knob Road to the north, all adjacent land uses are agricultural including the homestead that has a direct driveway onto Pilot -Knob Road. This proposal eliminates that.driveway with access onto the street 'A' cul-de-sac. Street 'A', the main access to this site, matches Rocky Lane on the east side of Pilot Knob Road. Road stubs to adjacent property have been provided and the applicant submitted a conceptual development plan only to ensure that those areas could be serviced by roads and utilities. Those areas are owned by other people than the applicant. This plat consists of the 17 lots, Outlot 'A' (1.35 acres) that will be developed as the 2nd Addition when Street 'A' and 'C' connect providing public access to four more lots; and Outlot 'B' (.04 acres)- that will be incorporated into the King's Addition when that area develops. Lot 6, Block 1, the stove pipe lot, meets the 50' width at the street requirement and all other lots are at least 85' wide at the setback line. Lot sizes vary between- 12,000 SF and 26,685 SF. The gross density is 2.2 units/acre and the net density is 2.8 units/acre. No individual lot variances have been requested. 121 GRADING/DRAINAGE/EROSION CONTROL: The proposed grading plan provides for street grades in accordance with City of Eagan standards. The proposed streets generally conform to the existing contour of the ,land. The proposed grading plan complies with the City's maximum allowable 3:1 slope criteria. The developer will need to incorporate into his grading plan the future design grade for Pilot Knob Road. Drainage on this site is proposed to be conveyed by storm sewer to the northerly end of street "C". From this point, the storm sewer will be extended northwesterly outside the plat boundary connecting to either the existing storm sewer in I -35E or be extended along the easterly right-of-way line of I -35E to Pond JP -5. Presently, MnDot is reviewing the proposed storm sewer connection to the I -35E storm sewer. Their review will evaluate if 16.5 acres of runoff from Cutter's Ridge can be accommodated in their storm sewer system. The easements required to extend the storm sewer beyond the plat boundaries shall be the responsibility of this development. It is recommended that storm sewer be extended southerly between Lots 6 and 7, Block 3, to the back lot line to intercept backyard drainage. It is further recommended this storm sewer be continued southerly between Lot 12, Block 3, and Outlot A to the westerly end of street "A". This southerly extension of the storm sewer is required to intercept approximately 400' of street runoff which the development proposes to intercept in the backyard area of Lots 3 and 4, Block 3. However, even though the runoff from the westerly terminus of street "A" is being intercepted by the southerly extension of a storm sewer between Lot 12, Block 3, and Outlot A, the proposed storm sewer between Lots 3 and 4, Block 3, will still be required to intercept backyard drainage. The erosion and sediment control plan which was submitted with this application was incomplete and requires revisions. A major concern in this project area is the impact which the runoff will have on Blackhawk Lake. Consideration should be given to design Pond JP -5 as a sediment basin. This sediment basin would serve as a storm water 'runoff treatment pond prior to its discharge into Blackhawk Lake. UTILITIES: Sanitary sewer to serve this site will be provided by an existing 8" sanitary sewer stubbed beneath I -35E. This existing 8" stub is approximately 800' north of the proposed development. The development has petitioned the City for the necessary trunk facility installation to serve the proposed development. The easements required to extend the sanitary sewer beyond the plat boundaries shall be the responsibility of this development. The development shall bear the responsibility of providing sanitary sewer extensions to its westerly and southerly boundaries adequately designed to serve the adjacent properties. Water service will be provided by the existing 16" trunk water main in Pilot Knob Road. It is recommended the water main in street "A" from Pilot Knob Road to street "B", along street "B" and thence southerly from street "B" in street "C", be a 12" diameter water main. The 12" water main is required to provide the proper water supply to the future Deerwood reservoir.This development will be served by only one source of water until future development occurs either north or south. STREETS/ACCESS/CIRCULATION: One access to this site is proposed at its northeasterly corner from Pilot Knob Road. The proposed connection of street "A" to Pilot. Knob Road shall comply with the future upgrading of Pilot Knob Road based on its ultimate width and grade. The width of Pilot Knob Road abutting this site is a 64' wide roadway with an 8' wide bituminous trail on the west side separated by an 8' wide boulevard area. Street "C" is stubbed to the north and south while street "A" is stubbed to the west in anticipation of being extended in the future. Temporary cul-de-sacs shall be required at the southerly and northerly end of street "C" and at the westerly end of street "A". Staff recommends that the lots adjacent to the proposed temporary cul-de-sac be platted as outlots until such a time when the temporary cul-de-sacs are removed and the streets extended. Minimum allowable street right-of-way width is 60', therefore, a 32' (face-to-face) wide street surface is required. Relative to street layout, consideration should be given to extending street "B" westerly to the plat's west line. This extension will provide more flexibility in developing the property to the west by not creating a large triangular shaped parcel between the proposed development and I -35E. EASEMENTS/RIGHT-OF-WAY/PERMITS: This development shall be responsible for dedicating a 60' half right-of-way for Pilot Knob Road and the construction easements necessary for upgrading of Pilot Knob Road in accordance with Dakota County Highway Department recommendations. This development is also responsible for costs associated with easement acquisition for sanitary sewer and storm sewer extensions beyond its plat boundaries. ,In addition to the common lot line drainage and utility easements, additional easements of sufficient width to accommodate the storm sewer extension between street "B" and street "A" shall be provided based on final approved plans and specifications. Also, all easements necessary to construct the required temporary cul-de-sacs outside the boundaries of this development shall be acquired prior to final plat approval. All regulatory agency permits shall be acquired within the appropriate time frame as required by the affected agency. The proposed development is subject to the following pending assessments for the upgrading of Pilot Knob Road under Project 466. PROD. # DESCRIPTION 466 Street Residential Equivalent 466 Storm Sewer Single Family RATE QUAWITY AMT. $17.72/ff $700.25/ff $12,408 .12/sf 180,000/sf 21,600 The rate used in the above table is considered one-half the normal residential rate. This proposed development should assume its proportionate share of the pending assessments against the underlying parent parcel for the upgrading of Pilot Knob Road under Project #466. The development will be responsible for the balance of the water lateral benefit and water area which were not previously assessed under Project #24. These additional assessment obligations are identified as follows: . •,•P,5 w••: 24 Water Area Single Family/ac 24 Water Lat. Benefit Single Family RATE QUANTITY AMP. $11.61 ac $14,512 less 1 lot (600) Balance $13,912 $12.47/ff 604/ff $ 7,532 TOPAZ, $21,444 All final assessment obligations will be calculated on the quantities and dimensions of the final plat and in accordance with the rates in effect at the time of final plat approval. CONDITIONS: CUTTER'S ADDITION 1. All standard platting conditions shall be adhered to. '2. This plat shall be subject to the Advisory Parks & Recreation Commission recommendations and approved by City Council. 3. The development shall be responsible for incorporating the future design of Pilot Knob Road into the proposed grading plan. 4. The development shall be responsible for bearing the costs of easement acquisitions necessary for trunk sewer facilities to serve this development. 5. The development shall be responsible for revising the proposed storm sewer plan in accordance with the recommendations in the staff report. 6. Installation of trunk sanitary sewer and trunk storm sewer to serve this site installed under a public improvement must be approved by Council action prior to final plat approval. 7. The development shall be responsible for providing a 12" water main along street "A" from Pilot Knob to street "B", along street "B" to street "C" and then south to the southerly boundary of the proposed site. 8. The development shall be responsible for constructing temporary cul-de-sacs at the northerly and southerly ends of street "C" and at the westerly end of street "A". 9. The lots which are directly affected by the temporary cul-de- sacs being constructed as a condition of this development shall be platted as outlots until such time when the temporary cul- de-sacs are removed and the streets are extended. 10. Staff recommends that street "B" be extended to the westerly boundary of the plat. 11. The development shall be responsible for dedicating a 60' half right-of-way for Pilot Knob Road and dedicating the necessary construction easements required for the upgrading of Pilot Knob Road. 12. This development shall be responsible for the acquisition of all regulatory agency permits in the time frame required by the affected agency. 13. A detailed grading, drainage, erosion and sediment control plan must be prepared in accordance with current City standards and approved by staff prior to final plat approval. 14. All public streets and utilities necessary to provide service to this development shall be designed by a registered professional engineer in accordance with City Codes and engineering standards and policies and approved by staff prior to final plat approval. '93 15. This development shall accept its additional assessment obligations as defined in -the staff report in accordance with the final plat dimensions and the rates in effect at the time of final plat approval. Y bT A .A. p aSII�I Y Il( ENGLE_ � F/� h "H Y �N�NiLLS R =�t" rl'T. { EACAN MUNICIPAL CENTER w�JU P ,I aOMY . . m vyRPORr E. J evE I �Q/ IGi�1RL'✓, � Y I LN ~ W •'+' L.RR RC �, �• - 4 i/ YCa � Pe ��IN GI r'—FFA TJ.�YR1J,'fWF IA"�_ CITY E �Q Q w P��ff PD =, so= A x.. .. isnyouse P . PK l!� JEOVID IT; BERRY PATCH: m % __� PARK xLPAA.. 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S A H12" city of eagan PUBLIC WORKS .0 DEPARTME V) 14bi )38.3/94.0 2� P 4.0 4/107.0 1 f. �O/- E . .1-1 CUTTER'S RIDGE 1.0 SUBJECT PARCEL WATER MASTER PLAN � on FIG. +3 approved standard plate #: -- July 15, 1987 City Staff and City Planning Commission City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Members of the City Council and City Staff: I am writing this letter to express my concerns regarding a proposed preliminary plat referred to as "Cutter's Ridge" as proposed by Graham Development Company. This property abutts my property, on the south edge. I understand the proposed development includes 37 single family lots, on approximately 17 acres. My concerns relate particularily to the proposed street connection to my property, in the northwest corner of the project, and the two properties immediately to the west of my property and the proposed Cutter's Ridge site. First, these properties west of this property and my site are remnant parcels that were created by the construction of Interstate 35E. Presently, these properties are landlocked and have no access to them. The development, as proposed, does not provide for any access if approved. It is my belief that the City should request an extension of Cutter's Lane to the west boundary line so that access is provided to the property to the west. The proposed access to my property by proposed Clipper's Road should also be shifted to the west property line. As presently designed, the slope on my property at the point of access is in excess of 30%. This area is presently a side hill, and the grading that would be required to extend this street into my project to the north would be extremely difficult and costly. I have enclosed a sketch plan that I would suggest the City consider as a condition to approval of this project. The sketch plan revises the layouts of the street in the northwest portion of the site, to provide access to the remnant parcels that are currently landlocked, and also to provide a better grade transition for a street onto my property. A general comment is that we are in favor of the proposed development. However, we feel that the design can be improved by making the changes as noted here. JH/AH:jmj Enclosures V ry truly yours, James and Arvella Horne 3850 Coronation Road Eagan, MN 55122 CC: Tom Graham Graham Development Company 100 Shelard Plaza, #270 Minneapolis, MN 55424 r Am LA �+ �. Ldp CKSD I IL pAtz Ce L }� ^\ •'•••... .. =.•111. / • • �.~ ! �_ 1 I , •'! r` �- .� -/ _ !-/'• .�. �•,• , !� •� /s t rterl, T •. 1r_e,�• �,,- � `. �� 1 �_ '1 \• r TYJ ,! _ �S`J.��Y. �� psi 1 :%:'_1 .C/�•� CLIPPERS MA �N � r' �• � i ' r • r""l `' ��_ � � r.I � ^ �/ •' � J.��' .• 's 4,+ ,ice �' - •a�yl� • -rte • " . :9.'r, , �'' `� may. _'» '`''� '*1t rl Vfca c awn ,; 1' ;:�,ry ., f .�). ``''� • . '.r:,�.Y. ` ! ! ' ' iv �,�/'y oma:' - - :r-`'�! <•:- "-,.%; : :.',.. � � ,- I � - 1 o .moi IN f rx yam...-•-• ; 1 -•-.W 1 " ' •' 1 •r R �` 1N �p t f '• .. ' •J", f•• , �v 1 .II'+ rrs.' I 'v ' :%� \�• ! •1 ., � � u �Jlr+ _: • 1:1'i` •A .�� ;,•,�! ��r 'I cr to i f li 1. � �� • ;• ` ,, ••! � 1. ` i �• :' ` • •'�; .\ 1;• f.� R • � J i r! / • r • r r: S't f 1 t+ 444 J _ j/ •.: �i � f -�.-- s ��: ,; r 1•(I%, •`f+ , j �� ►!tl 7 1 i r/',• '.v:� ;0.'110 .��. •r�� i.�.G7��,=�•..� r e j'�' i'• til 1 . � ,�t" ij 6t . ' J' ' i � ' � `b ,'. •• L:`1 \1! •i.�l•�~ �.' •'•r 1• i. ••F�p• :-..1 �• >• 1 •t ,�o 1 �`y .'r'• ._ i�•�� . i '� Jam, i' � �, ' 17 •�,�,•�' ..� .. •.� .b.. � � hl� � i:;• -.�I .i�; �.ii=� 1 1 Y'MI l—Y MM K u.. •�.eat+er --� � � f + � • C3A31. FW.7i L•I I TiF July 17, 1987 Mr. Dale Runkel City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55121 Dear Mr. Runkel: At the recommendation of Jon Hohenstein I am writing to notify you that we will be present at the Planning Commission meeting at the end of this month when Graham Development Company will be presenting their proposal for the Cutter's Ridge development. Our attorney will be present also. The attached documentation is for your information also. If you would like to meet with us prior to the commission meeting please call me at 296-3963. Sincerely, Karin R. Berkholtz 3945 Pilot Knob Road Eagan, Minnesota 55122 July 17, 1987 Thomas J. Graham Graham Development Company 7035 Wayzata Boulevard St. Louis Park, Minnesota 55426 Dear Mr. Graham: I am writing to complain about the treatment I received from Patrick McGinnis when I called to inquire whether or not your company had requested the survey of the Cutter's Ridge development. I asked Mr. McGinnis if he had requested the survey. He replied affirmatively. I asked why we hadn't been notified that they would be coming. His response (which was rude, curt and quite unprofessional!) was why should we tell you? I told him that the surveyors were on our property. His response: Well kick them off, or call the police and have them kick them off. We didn't ask them to survey your land. If you can't even let people walk on your land, if that's the type of neighbor you want to be! Is this the manner in which all your employees respond to inquiries? Given the nature of the survey could it not be assumed that the surveyors would have to cross property lines, and then that your company has a responsibility to notify the other property owners? Your company has a fine reputation. I would think that you would not want it tarnished by encounters such as this one. I trust that future contacts will be more -cordial and professional. I have attached a copy of the letter sent to Egan Field and Nowak. I trust that this situation will be remedied. Sincerely, Karin R. Berkholtz 3945 Pilot Knob Road Eagan, Minnesota 55122 612/454-2139 612/296-3963 cc: Dale Runkel, City of Eagan H. Gordon Taylor, Counsel July 17, 1987 Egan Field amd Nowak 7415 Wayzata Boulvevard St. Louis Park, Minnesota 55426 Gentlemen: Recently Graham Development Company contracted your services to survey a plat of land in Eagan - a resedential development called Cutter's Ridge. After checking with the company we learned that our land had not been included in their request. Yet your markers, both wood and iron are evident on our property. This was done without our consent or knowledge. We are sure that this error was committed due to a lack of communication between yourselves and Graham. We would appreciate your coming out and removing all markers from our property immediately. As we keep our dogs outside would you please call us one day prior to your visit. I may be reached at 454-2139 or at 296-3963. Your cooperation and prompt attention to this matter is greatly appreciated. Sincerely, Karin R. Berkholtz 3945 Pilot Knob Road Eagan, Minnesota 55122 P.S. This time, please, do not drive your trucks on our lawn! cc:Dale Runkel, City of Eagan Thomas Graham, Graham Development Co. H. Gordon Taylor, Counsel ac� I It % �;IzO� I July 7, 1987 H. Gordon Taylor 1114 Title Insurance Building Minneapolis, MN 55401 Re: Graham Development Co. Residential Project, Eagan Dear Mr. Taylor: Enclosed are background materials for the proposed housing development on the 17 acres adjacent to our home. We have'met with Patrick McInnis of Graham Co. several times. Provisions have been made in their plans for us to maintain our easement. They have indicated an interest in buying our 3 acres, or in buying 4 of the 6 lots into which it could/would be divided. The initial offer was $150,000 for the entire parcel and $7,500 per lot. This is unacceptable to us. The development proposal went to review with Eagan city staff on July 6. The presentation to the Eagan planning commission is on July 28. The Eagan City Council will take action on the proposal on August 18. We would like to discuss options and strategies with you prior to the July 28 meeting and request that you be present at the planning commission meeting. If you need additional information, please call me at work 931-4423 or home 454-2139. Sincerely, Ingrid M. Berkholtz Krb/krb encl: APC Minutes July 28, 1987 CUTTER'S RIDGE ADDITION - REZONING & PRELIMINARY PLAT Chairman Hall then called the public hearing on the applications of Graham Development for rezoning of 17.02 acres of A (Agricultural) to R-1 (Single Family) and a preliminary plat consisting of 37 lots located in the northeast quarter of Section 21, west of Pilot Knob Road and south of Kingswood Road. City Planner Runkle introduced the application, describing the location, access, configuration of lots and indicated that inquiries and letters had been received from neighboring land owners. Mr. Tom Graham was present along with his engineers, Mike Gair and Glen Segar. . Mr. Gair described the development as the "centerpiece" of the area, west of Pilot Knob, with no major trees and a potential for providing public access to neighboring land on all sides of the property. He indicated that the neighbors, the Berkholtzes, did have an access drive across the property which would be replaced by a public road. He advised that the property owner to the north and west, James Horne, had been satisfied with a revised configuration providing access to his property. He suggested that the upgrading of Pilot Knob Road by the County would be facilitated by providing a new access for the property and neighboring property at a point across from Rocky Lane. It was also indicated that slopes did not exceed 3:1 and access for neighboring property would be guaranteed through all phases of the construction; that the development would not hamper any storm runoff and drainage or adversely effect the drainage of other neighboring property. He indicated that the plan did take into account the natural topography and would "not have an unnecessarily detrimental environmental impact or impact on trees. Ms. Ingrid Berkholtz was present to discuss the ingress -egress access over the property. Mr. Greg Frank was present to express support in regard to the revised plan by Mr. James Horn. Mr. John Klein was also available to suggest that the plan did not adversely effect the Bryant property to the south. The developer indicated a response to Commission's suggestions that further discussion with neighbors would be fruitless. Hall moved, Harrison seconded the motion to continue the applications to allow neighbor input through a neighborhood meeting. The motion died on a vote of 3-3. McCrea moved, Gustafson seconded the motion to recommend approval of the preliminary plat, subject to the following conditions: 1. All standard platting conditions shall be adhered to. 2. This plat shall be subject to the Advisory Parks & Recreation Commission recommendations and approved by City Council. a _�:) O� APC Minutes July 28, 1987 3. The development shall be responsible for incorporating the future design of Pilot Knob Road into the proposed grading plan. 4. The development shall be responsible for bearing the costs of easement acquisitions necessary for trunk sewer facilities to serve this development. 5. The development shall be responsible for revising the proposed storm sewer plan in accordance with the recommendations in the staff report. 6. Installation of trunk sanitary sewer and trunk storm sewer to serve this site installed under a public improvement must be approved by Council action prior to final plat approval. 7. The development shall be responsible for providing a 12 inch water main along street "A" from Pilot Knob to street "B", along street "B" to street "C" and then s8bth to the southerly boundary of the proposed site. 8. The development shall be responsible for constructing temporary cul-de-sacs at the northerly and southerly ends of street "C" and at the westerly end of street "A". 9. The lots which are directly affected by the temporary cul- de-sacs being constructed as a condition of this development shall be platted as outlots until such time when the temporary cul-de-sacs are removed and the streets are extended. 10. Staff recommends that street "B" be extended to the westerly boundary of the plat. 11. The development shall be responsible for dedicating a 60 foot half right-of-way for Pilot Knob Road and dedicating the necessary construction easements required for the upgrading of Pilot Knob Road. 12. This development shall be responsible for the acquisition of all regulatory agency permits in the time frame required by the affected agency. 13. A detailed grading, drainage, erosion and sediment control plan must be prepared in accordance with current City standards and approved by staff prior to final plat approval. 14. All public streets and utilities necessary to provide service to this development shall be designed by a registered professional engineer in accordance with City Codes and engineering standards and policies and approved by staff prior to final plat approval. APC Minutes July 28, 1987 15. This development shall accept its additional assessment obligations as defined in the staff report in accordance with the final plat dimensions and the rates in effect at the time of final plat approval. 16. Access to the Berkholtz property shall be maintained at all times. 17. The developer shall be required to hold a neighborhood meeting prior to being heard by the City Council. Gustafson, McCrea, Trygg and Wilkins voted yes; Harrison voted no. McCrea moved, Gustafson seconded the motion to recommend approval of the rezoning. All voted in favor. STONEY POINT ADDITION - REZONING & PRELIMINARY PLAT Chairman Hall convened the public hearing. Mr. Runkle introduced the applications of Meritor Development Company for a rezoning of 31.4 A (Agricultural) acres to R-1 (Single Family) and a preliminary plat consisting of 77 lots located in the southeast quarter of Section 16, west of Federal Drive and north of Blackhawk Hills Road. Mr. Runkle pointed out that R-1 PD zoning might be more appropriate than R-1 with variances for undersized lots. He also advised the Commission of the comparisons between the adjacent Blackhawk Glen Addition and the proposed plat. Mr. Larry Frank was present on behalf of Meritor Development Company and advised that the location was conducive to this type of development due to its being adjacent to I -35W, Blackhawk Glen to the west and apartments to the north. He also advised that the developer planned on providing exclusive housing to the south of the proposal. Homes would range from $80,000.00 to $100,000.00 with construction by J. B. Franklin Homes, of cedar siding with architectural controls and landscaping. A neighbor in the Blackhawk Glen Addition expressed concern that there may not be covenants to prevent the construction of fences and sheds as was required in Blackhawk Glen. Mr. Frank indicated that covenants would be placed upon the property and would prohibit such construction. Mr. George Bohlig was present who expressed support for the much improved plat over the previous apartment proposal. Mr. Frank advised a resident of Blackhawk Glen that higher priced homes would be required along the west side of the development. Mr. Jack Klemp of J. B. Franklin Homes was present to advise that 8 floor plans would be available with color control and cedar siding on all homes. Agenda Information Memo August 18, 1987, City. Council Meetinq STONEY POINT ADDITION/REZONINGZPRELIMINARY PLAT I. Stoney Point Addition, Meritor Development Company, for a Rezoning of 31.4 A acres to R-1 and a Preliminary Plat Consisting of 77 Lots --A public hearing was held by the Advisory Planning Commission at their last regular meeting held on July 28, 1987, to consider 1) a rezoning of 27.3 A acres to R-1 and a preliminary plat entitled Stoney Point Addition. This application is in conformance with the land use designation of residential D -II. The Advisory Planning Commission is recommending approval. Please note that many of the lots either deviate from the 85 foot lot width requirement or the 12,000 square foot requirement as set forth in the Zoning Ordinance,. Enclosed on pages <5�(j through "Z_ -2_ -ZZ is a copy of the staff report which includes Planning and Engineering comments for your review. The Advisory Parks and Recreation Commission has taken the following action at their August 6, 1987 meeting, which includes recommendation for a cash dedication and the developer be responsible for a trailway on the property. For a copy of the Advisory Planning Commission action on this item, refer to a copy of those minutes found on page(s)�-,,' :,�_ ACTION TO BE CONSIDERED ON THIS ITEM: 1) To approve or deny the rezoning from A to R-1, 2) the preliminary plat entitled Stoney Point Addition and 3) to approve or deny the variance to lot width and square footage requirements as set forth in the Zoning Ordinance. X 10 CITY OF EAGAN SUBJECT: REZONING, PRELIMINARY PLAT, VARIANCE (STONEY POINT ADDITION) APPLICANT: MERITOR DEVELOPMENT CORPORATION LOCATION: SE 1/4, SECTION 16 EXISTING ZONING: A (AGRICULTURAL) DATE OF PUBLIC HEARING: JULY 28, 1987 DATE OF REPORT: JULY 21, 1987 REPORTED BY: PLANNING & ENGINEERING APPLICATION: Separate applications have been submitted requesting a Rezoning of 27.3 Agricultural acres to an R-1 (Single Family) district and a Preliminary Plat for the Stoney Point Addition. This plat containing 78 lots east of the Blackhawk Glen Additions and west of Hwy. 35E is in conformance with the January 1987 Land Use Plan that designates this area as Residential D -II (0-6 units/acre). LAND USE: This development abutts agricultural land to the north and undeveloped R-3 and R-4 parcels within the Blackhawk Park P.D. also owned by Meritor Corporation. Sienna Corporation owns the R-1 property to the SW of the subject site (Blackhawk Hills). The topography is rolling with knolls and depressions. The existing vegetation is primarily young to medium in age consisting mostly of elm, cottonwood and poplar - often found in the low lying areas. SITE PLAN/CODE CONFORMANCE: This proposal is for 78 lots varying in size from 9,375 SF to 49,300 SF averaging 13,900 SF. The gross density is 2.48 units/acre and the net density is 2.85 units/acre. The minimum lot width is:75'„ similar to the Blackhawk Glen Additions to the west. That preliminary plat was approved for 111 lots in 1985 with 97 deviating from R-1 standards. The 1st and 2nd Additions containing 70 lots have been final platted and the following is a comparison of those additions and the proposed Stoney Point Addition. Blackhawk Glen Stoney Point 1st & 2nd Additions 1st Addition 70 Number of Lots 78 38 Under 85' Width 42 29 Under 12,000 SF 40 20 Under 85' Width & 19 12,000 SF 75' Minimum Lot Width 75' 10,006 Minimum Lot Size 9,375 SF Meritor Development will have one builder, J.B. Franklin, construct all of the homes but keep architectural control. All homes will have cedar siding and at least one tree per unit. This will help establish a more unified streetscape than in other small lot subdivisions. No variances from setback requirements have been requested for this single -phased proposal. GRAINAGE/DRAINAGE/EROSION CONTROL: The topography on this site is rolling and generally slopes to Pond JP -5. Pond JP -5 is designated in the City of Eagan Comprehensive Storm Sewer Plan. The proposed street grades are in accordance with City of Eagan standards, however, the maximum allowable street grade of 8% is proposed at three different locations. In an attempt to minimize the proposed 8% street grades, staff advises the developer to consider lowering the street grades in the southeasterly and westerly part of the plat. Placing this excess material in the northeasterly cul-de-sac and the street located southerly from the northeasterly cul-de-sac where filling could be done will reduce the proposed 8% street grades in those two locations. The proposed grading plan complies with the maximum allowable 3:1 slope criteria. The drainage on the site is being conveyed by storm sewer to Pond JP -5. The proposed development is identified in the Comprehensive Storm Sewer Plan as being tributary to Pond JP -5. The outlet pipe for Pond JP -5 however needs to be extended from Federal Drive. This required outlet pipe extension shall be the responsibility of this development. The submitted preliminary grading plan adequately covers the general criteria required in an erosion and sediment control plan. UTILITIES: Sanitary sewer of sufficient size, capacity and depth exists through the center of -this site. Relocation of the sewer in Lots 4 and 5, Block 4 is proposed in order to accommodate proposed lot lines in the street alignment. It is recommended that a portion of the existing sanitary sewer in Lot 14, Block 1 also be relocated to conform with the proposed lot lines. The existing 8" water main at the southwesterly corner of the site is proposed to be extended through the site. The 30" trunk water main which exists at the northwesterly corner of this site will be extended a short distance into this site in anticipation of future extension. The 30" trunk water main was anticipated being constructed along the north line of this site in the future roadway. However, because this development is not proposing a roadway along this northerly line, the 30" trunk water main will have to be extended northerly to Violet Lane and then easterly along Violet Lane to Federal Drive. Ultimately the 30" trunk main will cross I -35E and connect to the existing 30" main at Duckwood Drive and Pilot Knob Road. This development shall extend the water main in Federal Drive serving the northeasterly cul-de-sac to the north line of this site which will ultimately connect to the existing water main in Violet Lane. STREET CIRCULATION/SIDEWALK: This site will be served by Blackhawk Hills Road and Federal Drive. Both Blackhawk Hills Road and Federal Drive were recently upgraded as a part of the I -35E construction. Also as a part of the upgrading of Federal Drive it was anticipated a roadway would be constructed along the north line of this site. Therefore, a'441 wide street opening with curb returns was provided. The development will be responsible for removing the street opening and constructing concrete curb and gutter as required. Pacific Avenue located in Hampton Heights is proposed to be extended a short distance along the north line of this plat. This extension will require an easement from the property to the north because the centerline of Pacific Avenue is located along the northerly line of the property. Street right-of-way within this development is 601. Therefore, the street surface will be required to be 32' wide, face of curb to face of curb. Consideration should also be given to extending the existing sidewalk located on the east side of Federal Drive at the north line of this plat along this development's east and south side abutting Federal Drive and Blackhawk Hills Road. EASEMENTS/RIGHT-OF-WAYS/PERMITS: The proper right-of-way width for Federal Drive and Blackhawk Hills Road has been previously dedicated. In addition to the common lot ..line drainage and utility easements, additional easements along the common lot line shall be dedicated of sufficient width to accommodate utility extensions as required with the final approved plans and specifications. This development shall be responsible for dedicating the required ponding easement for Pond JP -5 which incorporates the proposed high water elevation in accordance with the City of Eagan's Comprehensive Storm Sewer Plan. All regulatory agency permits shall be acquired within the appropriate time frame as required by the affected agency. ASSESSMENTS: The proposed site has been assessed for sanitary sewer trunk and storm sewer trunk facilities under Project #58 and #279 respectively. The following assessments are pending under Project 372: Project Description Usage Rate Quantity Pending 372 Storm Sewer Lateral Single Family $9.24/FF 2,145 FF $19,818 372 Street Single Family $29.49/FF 2,145 FF 63,256 Total Pending Assessments $83,074 The following assessments have been proposed as a condition of final plat approval: Project Description Usage Rate Quantity Pending Water Area Single Family $50/Ac. 27.3 Ac. $34,125 Lateral Benefit Single Family $15.16/FF 350 FF 5,271 From Sanitary Sewer Total Proposed Assessment $39,396 The final assessment amount will be determined using rates in effect at the time of final plat approval andbased on final plat dimensions and areas. CONDITIONS: STONEY POINT ADDITION 1. All standard platting conditions shall be adhered to. 2. No direct lot access onto Blackhawk Hills Road/Federal Drive shall be permitted. 3. One street tree per unit shall be installed within the front property line prior to building occupancy. A list of permitted species shall be submitted for staff approval prior to final plat approval. 4. This development shall accept its additional assessment obligations as defined in the staff's report in accordance with the final plat dimensions and the rates in effect at the time of the final plat approval. 5. This development shall dedicate 10' drainage and utility easements centered over all common lot lines and adjacent to private property or public right-of-way. 6. This development shall dedicate adequate drainage and ponding easements to incorporate the high water line for Pond JP -5 in accordance with the City of Eagan Comprehensive Storm Water Plan. 7. All public streets and utilities necessary to provide service to this development shall be designed by a registered professional engineer in accordance with City Codes and engineering standards and policies and approved by staff prior to final plat approval. 8. This development shall be responsible for relocation of the existing sanitary sewer line which runs basically through the middle of the site to accommodate the proposed roadway and lot configuration. 9. All internal public and private streets shall be constructed within the required right-of-way with City design standards. 10. This development shall be responsible for providing adequate easements for the storm sewer outlets into Pond JP -5 and the realignment of the existing sanitary sewer. 11. This development shall be responsible for the acquisition of all regulatory agency permits in the time frame required by the affected agency. 12. The development shall be responsible for construction of a temporary cul-de-sac in the northwesterly corner of the site. 13. The development shall be responsible for constructing the required outlet for Pond JP -5 as a condition of this development. 14. The development shall be responsible for extending the 30" trunk water main which exists at the northwesterly corner of this site along the north line of the development to a point where the northerly street intersects the north line of the development. 15. This development shall be responsible for extension of the water main in Federal Drive serving the northeasterly cul-de- sac to the north line of this development. 16. This development shall be responsible for removing the existing 44' wide street opening at the northeasterly corner of the site. 17. The development shall be responsible for extending the existing sidewalk located on the east side of Federal Drive at the north line along this development's east and south sides abutting Federal Drive and Blackhawk Hills Road. 18. This plat shall be subject to the reommendations of the Adv.1sory Parks And Recreation Commission and aproved by City Council.` .z 0 td6�- Y1r•1• tl3�NCld� Burr rlA 'IHO/r/YWA LDRBJodJOO lUavJdoleeep JolueW _.q/`�_ g��'�7�i 1Vld AHVN11Ml13ad 11 �yyy L p5}p}55 y�ytFt � g3yy 3 ; I O $ i f 7gi =_ C�'R 10$1 8 N R Jjjjjml 8 N R r '���"�"�'. ro�r..•w 1.Y/I Y•1 y110IYprlw lura. ru. •r .us uoll$sodjoo luawdoIDAaa lomian i �Y. NOUN aa� NVId VNIC]Yd9 AMVNIWI bld A a i 31 M K ii f S t - i'7= 31 E1 71.M N NpSTf,'w -)URK ,.876/11 0/ 63.9 82 f 12" ---1 88.7/ (61.0 950 80 7DTREATVENT I S* L . E? ADD 68.8/84.0 PLANT I r - SITE (3 2 M. G D.) EIGHTS811 F lj� 11 6-, 61, 56.2/67.6T 2ND .0/ 714/89 0 91 7.5.1/92.0 go, Fq -5151 30. '-j 92 69.5/87010 &41\ 55.41/.'7/0-0-1 60-3/1s:C T KNO J 2 0OF ID7 /65.0 TA161EN 95 t.0 1759-5 OT) C, ;96 �2 � c ity of eagan PUBLIC WORKS DEPARTME 21 J.�.l A3-0' (103 60.4 1811 It CENTER 78.0 4j 30 130" .......... r .4.7 98.0 ........ .... 94 jON .99 r' R07 5971 Ac*g�'37' 78:0 76.0 64.3/84.0 4ALL 56.2/77.0 811 (Dj 9.3 8 4. 0 5 BLACKHA K PARK Kr 5B',7/ 74.0 8"" a. L j 1857.9/75-'0 loll 10 FOX • Ile RIDGE 16- 81'2'�93.0 579/73.0 46.3/62.0 51.7/67.0 4 9.4 /-57 Of 20" 0 -D7�6 20 75 74 127T 10 ","201 J 2 0OF ID7 /65.0 TA161EN 95 t.0 1759-5 OT) C, ;96 �2 � c ity of eagan PUBLIC WORKS DEPARTME 21 J.�.l A3-0' (103 60.4 1811 It CENTER 78.0 4j 30 130" .......... r .4.7 98.0 ........ .... 94 jON .99 r' R07 5971 Ac*g�'37' 78:0 76.0 64.3/84.0 4ALL 56.2/77.0 BLACKHA K PARK Kr ij • 51.7/67.0 . . . . .......... .......... . 121: 127T 10 '52.6/67.0! i4 'I 18 ' It -44.6/59.0 �,.--GROUND ST6RA6E, j 124 11.6 H W 1, 1059 SUBJECT PARCEL STONEY POINT WATER MASTER PLAN FIG. +3 approved standard Plate #: -- - - --------------- 911 1. ft FOX 'D Is . ........ N IE C-�r- - IN ID". E --7-1 IL A 'I ;-FC i I 2 -301 A x, _5 FIN ENOF�L' ADDiTIONV 7 7� Ac R All F== . .............. L T t D7 --T :'JT'e�_ 2POD C -H2 'Ic L D .i., j _I. PILOT KNOB ... . ...... CENTER NJF1R14*k-S jSt T C (Z8:) I E: F L S 12 t3 Zt 8LACK1FiA"r\' 36 N KILLS .. ........ 29 7- 6,, CITY ".'0 HALL --4 C-1 IF ... . . ..... .. .. ..... ..... ........ ... .. L BLACKHANK PARK C -H 4 'D C , J 33,1 E ........ .. V. 2 �7 '77 F51 1 . �...,�. _, r-�--- 2�1 SUBJECT PARCEL STONEY POINT city of eagan PUBLIC SANITARY SEWER WORKS MASTER PLAN DEPARTMEN-H FIG.- *2 approved: standard I plate #: u • • T.. O 1— f] PARC'! LATERAL BENEFIT from SANITARY SEWER TRUNK 350 FRONT FEET TRUNK AREA WATER ASSESSMENT 27.3 ACRES ems. PRELIMINARY GRADING PLAN ,-f �!1'�'R !may Point oi n Ff Meritor Development Corporation 11. � �.h�,�nj�j�r 111111 �i► Y!.! Y. !•TY ITII!!• Y ■•►011.. Y■ ••I.1 oipNCfR ,•„+ •• I APC Minutes July 23, 1987 15. This development shall accept its additional assessment obligations as defined in the staff report in accordance with the final plat dimensions and the rates in effect at the time of final plat approval. 16. Access to the Berkholtz property shall be maintained at all times. 17. The developer shall be required to hold a.neighborhood meeting prior to being heard by the City Council. Gustafson, McCrea, Trygg and Wilkins voted yes; Harrison voted no. McCrea moved, Gustafson seconded the motion to recommend approval of the rezoning. All voted in favor. A , C' STONEY POINT ADDITION - REZONING & PRELIMINARY PLAT Chairman Hall convened the public hearing. Mr. Runkle introduced the applications of Meritor Development Company for a rezoning of 31.4 A (Agricultural) acres to R-1 (Single Family) and a preliminary plat consisting of 77 lots located in the southeast quarter of Section 16, west of Federal Drive and north of Blackhawk Hills Road. Mr. Runkle pointed out that R-1 PD zoning might be more appropriate than R-1 with variances for undersized lots. He also advised the Commission of the comparisons between the adjacent Blackhawk Glen Addition and the proposed plat. Mr. Larry Frank was present on behalf of Meritor Development Company and advised that the location was conducive to this type of development due to its being adjacent to I -35W, Blackhawk Glen to the west and apartments to the north. He also advised that the developer planned on providing exclusive housing to the south of the proposal. Homes would range from $80,000.00 to $100,000.00 with construction by J. B. Franklin Homes, of cedar siding with architectural controls and landscaping. A neighbor in the Blackhawk Glen Addition expressed concern that there may not be covenants to prevent the construction of fences and sheds as was required in Blackhawk Glen. Mr. Frank indicated that covenants would be placed upon the property and would prohibit such construction. Mr. George Bohlig was present who expressed support for the much improved plat over the previous apartment proposal. Mr. Frank advised a resident of Blackhawk Glen that higher priced homes would be required along the west side of the development. Mr. Jack Klemp of J. B. Franklin Homes was present to advise that 8 floor plans would be available with color control and cedar siding on all homes. APC Minutes July 28, 1987 McCrea moved, Gustafson seconded the motion to recommend approval of the rezoning of the 27.3 acres to R-1 PD. All voted yea. McCrea moved, Wilkins seconded the motion to recommend approval of the preliminary plat of 78 lots subject to the following conditions: 1. All standard platting conditions shall be adhered to. 2. No direct lot access onto Blackhawk Hills Road/Federal Drive shall be permitted. 3. One street tree per unit shall be installed within the front property line prior to building occupancy. A list of permitted species shall be submitted for staff approval prior to final plat approval. 4. This development shall accept its additional assessment obligations as defined in the staff's report in accordance with the final plat dimensions and the rates in effect at the time of the final plat approval. 5. This development shall dedicate 10 foot drainage and utility easements centered over all common lot lines and adjacent to private property or public right-of-way. 6. This development shall dedicate adequate drainage and ponding easements to incorporate the high water line for Pond JP -5 in accordance with the City of Eagan Comprehensive Storm Water Plan. 7. All public streets and utilities necessary to provide service to this development shall be designed by a registered professional engineer in accordance with City Codes and engineering standards and policies and approved by staff prior to final plat approval. 8. This development shall be responsible for relocation of the existing sanitary sewer line which runs basically through the middle of the site to accommodate the proposed roadway and lot configuration. 9. All internal public and private streets shall be constructed within the required right-of-way with City design standards. 10. This development shall be responsible for providing adequate easements for the storm sewer outlets into Pond -JP -5 and the realignment of the existing sanitary sewer. APC Minutes July 28, 1987 11. This development shall be responsible for the acquisition of all regulatory agency permits in the time frame required by the affected agency. 12. The development shall be responsible for construction of a temporary cul-de-sac in the northwesterly corner of the site, or construct a complete through -street. 13. The development shall be responsible for constructing the required outlet for Pond JP -5 as a condition of this development. 14. The development shall be responsible for extending the 30 foot trunk water main which exists at the northwesterly corner of this site along the north line of the development to a point where the northerly street intersects the north line of the development. 15. This development shall be responsible for extension of the water main in Federal Drive serving the northeasterly cul-de-sac to the north line of this development. 16., This development shall be responsible for removing the existing 44 foot wide street opening at the northeasterly corner of the site. 17. The development shall be responsible for extending the existing sidewalk located on the east side of Federal Drive at the north line along this development's east and south sides abutting Federal Drive and Blackhawk Hills Road. 18. This plat shall be subject to the recommendations of the Advisory Parks and Recreation Commission and approved by City Council. 19. No setback variances will be allowed except to save trees along the westerly side of the proposal. All voted yea. BBD 2ND ADDITION - PRELIMINARY PLAT, CODE AMENDMENT & CONDITIONAL USE PERMIT The last public hearing of the evening convened by Chairman Hall was in regard to the application of Mr. William Henning for preliminary plat consisting of two lots for NB (Neighborhood Business) use and a code amendment to allow a car wash on one lot located in the southwest quarter of Section 9, north of Yankee Doodle Road and along Coachman Road. Mr. Runkle described the second phase of this development which included a request for a day care facility and car wash, neither of which were permitted or conditional uses within the Neighborhood Business district. Agenda Information Memo August 18, 1987, City Council Meeting BBD 2ND ADDITION PRELIMINARY PLAT J. BBD 2nd Addition, William Henning, for a Preliminary Plat Consisting of Two Lots for NB use and a Code Amendment to allow a Day Care Facility in a NB District and a Conditional Use Permit for a Car Wash --A public hearing was held by the Advisory Planning Commission at their last regular meeting that was held on Tuesday, July 28, 1987 to consider a request for a preliminary plat for the BBD 2nd Addition. The proposal is for a self-service car wash and a 12,600 square foot office/day care building. The Advisory Planning Commission is recommending denial. For additional information on this item, refer to the Planning and Engineering Department reports found on pages through. The Advisory Parks and Recreation Commission reviewed this application at its July 6, 1987 meeting and recommends that the plat be subject to any cash dedication requirement consistent with the commerical and industrial dedication policy and let the developer be responsible for a trailway on Coachman Road. For a copy of the action that was taken by the Advisory Planning Commission, refer to pages) �I- ACTION TO BE CONSIDERED ON THIS ITEM: To approve/deny the preliminary plat, Code Amendment and Conditional Use Permit for the BBD 2nd Addition as presented. 0a(,,=, „ t% CITY OF EAGAN SUBJECT: PRELIMINARY PLAT, CODE AMENDMENT, CONDITIONAL USE PERMIT (BBD 2ND ADDN.) APPLICANT: WILLIAM HENNING & COMPANY LOCATION: OUTLOT A BBD ADDN., SW 1/4, SECTION 9 EXISTING ZONING: NB (NEIGHBORHOOD BUSINESS) DATE OF PUBLIC HEARING: JULY 28, 1987 DATE OF REPORT: JULY 21, 1987 REPORTED BY: PLANNING & ENGINEERING APPLICATION: An application has been submitted requesting a Preliminary Plat for the BBD 2nd Addition. This plat consists of two lots on 2.5 acres immediately north of the 1st Addition on the northeast corner of Coachman and Yankee Doodle Roads. This proposal is for a self-service car wash on Lot 1 (.92 acres) and a 12,600 SF office/day care buildinq on Lot 2 (1.53 acres). Code does not specifically list car washes in Neighborhood districts but does allow automobile service stations subject to a number of conditions. Gas pumps and two service bays were approved with the lst Addition without car wash capabilities. Two Conditional Use Permit conditions for auto service are important to this application:. Neighborhood Business Conditional Uses - Item 3 - Automobile Service Stations (b) The openinq of any service station shall follow and not precede the construction and occupancy of a minimum of 10,000 sq. ft. of retail shopping center floor space. (c) The opening of any service station shall provide service bays for minor repairs or service only and shall be designed to serve adjoining residents and not transients. The 14,000 SF strip center will open this fall, and the 8 bay, 3,700 SF car wash has a lot coverage of 9% in a 20% district. The intent is to provide service for this heavily zoned multiple area. Code only allows car washes as permitted uses in GB districts and as a Conditional Use in CSC, RB and RSC districts. Therefore, a Rezoninq or an Amendment to allow car washes as a Conditional Use in NB districts will be necessary. Code does not list day care facilities as Permitted or Conditional Uses. There is a day care facility in the NB zoned Hilltop Addition. For that location, the.Council approved a Conditional Use Permit determining that the use was similar and compatible with other NB uses. The 1st Addition submission listed this area as a potential day care location. SITE PLAN: Two .additional shared driveways serve these two lots. The 24' drive lane, no parking area alonq Coachman Road will be maintained. A landscape plan for both lots was submitted and ties in well with the previous proposal on a preliminary basis. All Landscape Policy requirements have been met and all setbacks/lot coverages meet Code requirements. LOT 1 CAR WASH: Access to the wash bays will be from the east or rear side of the buildinq with the exit dryinq area on the west. This will help eliminate potential freeze/thaw problems in the winter. The buildinq will also have blow dryers. The exit area will be striped - visually separating the drying area from the drive lane. Three vacuum islands are provided near the eastern portion of the lot. Free flowinq movement for the entire length between the convenience center and car wash lots will be provided but not between the car wash and office building/day care where movement will be limited to the drive lane along Coachman Road. All trash will be contained within the 4 -sided same exterior finish building. Staff recommends a solid brick exterior to match the convenience center. The proposed hours of operation shall be 7:00 a.m. - 10:30 p.m. LOT 2 OFFICE/DAY CARE: The proposed one-story 12,600 sq.ft. building would be split with 7,600 sq. ft. for office and 5,000 sq. ft. for a- day care facility next to Coachman Park. 40 10' -wide parking stalls have been provided for the office building (Code requires 40) and an additional 20 will be provided for the day care (60 total). The stalls on the south side of the building should be moved to line up with those on the perimeter of the site, and the 14 along the eastern property line should be designated for employee use so those in front of the building are more available to the public. The trash has been enclosed within the building. Building elevations will not be completed until users have been determined. The applicant is aware that roof top fan units shall not be visable. GRADING/DRAINAGE/EROSION CONTROL: The proposed grading plan provides for a 3' high retaining wall along the parking area on the easterly side of the building on Lot 2. Staff advises against the use of retaining walls where feasible and recommends obtaining slope easements from the adjacent property owner. The remaining site grading required on the site is minimal. Existing storm sewer, adequately sized to serve this development, is readily available in the southwesterly corner of the site. The development proposes to intercept the run off generated by the site by an internal storm sewer system and convey the runoff to the existing storm sewer facility. Staff recommends the addition of two catch basins. One is to be located at the end radius on Coachman Road on the upstream side of the entrance road and the other located in the southwest corner of the parking lot which serves the building on Lot 2. An erosion and sediment control plan acceptable to staff is required prior to building permit and grading permit issuance. UTILITIES: Sanitary sewer of sufficient size, depth, and capacity exist along the easterly right-of-way of Coachman Road. The development proposes to connect to the existing manholes. This will not be allowed. New connections directly into the sanitary sewer main will be required. An 8" water main stub from the existing 18" water main in Coachman Road has been provided. The development is required to provide an 8" water main along the westerly side of Lot 1, Then continue easterly along the common lot line of Lots 1 and 2 to the easterly line of the proposed development. The easterly extension is required to serve the easterly adjacent property. The proposed lots can then take their service from this 8" water main. STREETS/ACCESS/CIRCULATION: Access to the site is provided from Coachman Road. The proposed driveway location is required to be located opposite the existing drive on the west side of Coachman Road. The development is proposing the proper width driveway with acceptable curb return radii. The development shall be responsible for constructing concrete valley across the two driveway locations. Adequate turning radiuses are provided for unimpeded traffic circulation. RIGHT-OF-WAY/EASEMENTS/PERMITS: The proper right-of-way width for Coachman Road and Yankee Doodle Road was provided for with the BBD Addition. A 20' easement is required for the proposed water main extension through the property. Additional sanitary sewer easement is required for the existing sanitary sewer along the westerly side of the development. This development shall be responsible for the acquisition of all regulatory agency permits in the time frame required by the affected agency. �a� This proposed development should assume its proportionate share of the pending assessments against the underlying parent parcel for the upgrading of Yankee Doodle Road -under Project 427. This proposed development will also be responsible for the following proposed assessments as a condition of final plat approval: Project # Description Usage Rate Quantity Amount 61 Water Area Upgrade Comm./Ind. $1920/Ac. 2.52 Ac. $4,838.40 70A Sanitary Sewer Lateral $15.06/FF 431.25 FF 6,494.62 Total Proposed Assessments $11,333.02 All final assessment obligations will be calculated based on final plat dimensions and rates in effect at the time of the final plat approval. 3c) CONDITIONS: BBD 2ND ADDITION 1. All standard platting conditions shall be adhered to. 2. Both buildings shall be constructed on all four sides of the same material. 3. No rooftop mechanical equipment shall be visable. 4. Employee parking shall be designated on the east side of the office building. 5. The parking stalls on the south side of the building shall line up with each other. 6. All signage shall be subject to the one-time sign fee of $2.50 SF, and signage over 7' tall will be subject to separate Conditional Use permits. 7. The landscape plan financial guarantee shall not be released until one year after the installation date. 8. The car wash shall operate between the hours of 7:00 a.m. - 10:30 p.m. only. 9. All trash shall be contained within the buildings. 10. The storm sewer as proposed will be revised to reflect the addition of two catch basins as outlined in the staff report. 11. An erosion and sediment control plan acceptable to staff shall be required prior to building permit or grading permit issuance. 12. The proposed sanitary sewer service taps into the existing sanitary manhole shall not be allowed. New connections directly into the sanitary sewer main will be required. 13. The development shall be responsible for extending an 8" water main along the westerly side of Lot 1 then easterly along the common lot lines between Lot 1 and Lot 2 to the easterly property line of the proposed development. 14. The proposed access to Lots 1 and 2 of the proposed development shall be lined up with the westerly adjacent private drive. 15. The development shall be responsible for constructing concrete valley gutters across the two driveway entrance locations. 16. The development shall be responsbile for providing a 20' easement for the proposed 8" water main extension across the _ site. ';� -31 17. The development shall also be responsible for providing additional easement for the existing sanitary sewer along the easterly side of Coachman Road. The width of the required sanitary sewer easement will be determined from the actual location of the sanitary sewer. 18. The development shall be responsible for the acquisition of all regulatory agency permits in a time frame required by the affected- agency. 19. The development shall accept its additional assessment obligations as defined in the staff report in accordance with final plat dimensions and rates in effect at the time of the final plat approval. 20. The development shall dedicate 10' drainage and utility easements centered over all common lot lines and adjacent to private property or public right-of-way. 21- All utilities necessary to provide service to this development shall be designed by a registered professional engineer in accordance with City Codes and engineering standards and policies and approved by staff prior to final plat approval. 22. This plat shall be subject to the recommendations of the Advisory Parks And Recreation Commission and approved by City Council. 1 �L.�nE-= --• Mi. D� S t LAt 5tis « OUAIINI M/1K FT ��/ 9! T� :'�-�-. zr g��. �•3 I..y cn.�A' rs; i,i��`'9�+�•E''---��' ��a r c I ►ArEov °r C TRf rrewr aRusu,r a° O —^V� �� 5^•' I EPfiEE .if514–�\ E0.�T� 8l�3jRCSle o�tp,lrw �w,ie R 4_.wo �wu 04salur)obsua#)o]SH)l :tueutdolenep ebplti xod ,' 1 �� ��� tSt X91 ati •., � :,�� i !11 R !A! 11: s! �'` i ►•_ jai d � ski t'a;�1�y� 4 d���� 4���1• A In j pool ■lpoop SONUMA 4` KISS uu .uu� ��w50C NrrY+ u uw 'ugaws Pew uRuUywm �•�°"'"'° r B+IPII-Q moll,- B 4-- — — a s iy�ue r wawdolanap aBpid xo=j awsaleposse 0101vi 'ON 111Hf !I8 t }y1{l38�i a rr� Y6tl96dQl CY7C Y tlf � t proal •lpeo4 083fusA I z ° N • a• y 4 tj li • —�— T 1 fl 1''[! 1 'r ']Jr IY .rif JMl 1I JN/l lr ��— �.. 3y MYl f 1fY! J&I AP l llr) lk f• O N r, } � 7 arr�r NYWA'7yKJ7 �� .-:osrw�w..i'.•.. �"' o , .� •4 f, t.:.r.. MyY � 1 r \�• s Z � ^ `y'� [rr lit.=• .r �G': Z'J '�. .fla l•:'n'?SY%.� 3 Q \`lk Wa M 1_ z ° N • a• y 4 tj li • —�— T 1 fl 1''[! 1 'r ']Jr IY .rif JMl 1I JN/l lr ��— �.. 3y MYl f 1fY! J&I AP l llr) lk f• O N r, } � 7 arr�r NYWA'7yKJ7 �� .-:osrw�w..i'.•.. �"' o , .� •4 f, t.:.r.. MyY � 1 r \�• s Z � ^ `y'� [rr lit.=• .r �G': Z'J '�. .fla l•:'n'?SY%.� 'T7 72 HOME 38 TREFF LE ACRES: III ' IZ HOO. c J2 PILO T K!,'OB 1 PA R K LL N I 7L1 H E F1 H 2' z N/ 2 N T D i PILOT KNOB 7 ... CENT ER nN, B.B.D. 2h0 ADDITION SUBJECT PARCEL city of eagan PUBLIC SANITARY SEWER WORKS MASTER PLAN DEPARTMENT FIG. +2 approved, standard I plate 4P: 950 aft6/ n"'I 66,.-7/67.0 i33 4 0 (0/ 48.2/7 .0 3$=E -F_ 811 H Im'k FTR rFLi .,ACRES 34.0 6.0 77 /78.0 ii S15 37 36 211 .... ........... 35 16"' 26 S_Z-7/54.0 -)P: Om' Fl., LL /Z F. L. 0HW JV 92 69.5/81(10 1.4/78.0 city of eagan PUBLIC WORKS DEPARTMENTI �3011 481M 7.2 5 5-1 7' ?g'o Tlo�' ('N�PDITIONJ 4< Win/ 74.0 71 579/ �.o 16 70 2 01 ANKPE 16-1 rr -'T -'3.; CDT KNOB '103 AW -6104,!2411 CENTE,R*, 108 4 2 -0L B.B.D. 2ND ADDITION SUBJECT PARCEL WATER MASTER PLAN ?39 FIG. +3 approved standard plate #: -- APC Minutes July 28, 1987 11. This development shall be responsible for the acquisition of all regulatory agency permits in the time frame required by the affected agency. 12. The development shall be responsible for construction of a temporary cul-de-sac in the northwesterly corner of the site, or construct a complete through -street. 13. The development shall be responsible for constructing the required outlet for Pond JP -5 as a condition of this development. 14. The development shall be responsible for extending the 30 foot trunk water main which exists at the northwesterly corner of this site along the north line of the development to a point where the northerly street intersects the north line of the development. 15. This development shall be responsible for extension of the water main in Federal Drive serving the northeasterly cul-de-sac to the north line of this development. 16. This development shall be responsible for removing the existing 44 foot wide street opening at the northeasterly corner of the site. 17. The development shall be responsible for extending the existing sidewalk located on the east side of Federal Drive at the north line along this development's east and south sides abutting Federal Drive and Blackhawk Hills Road. 18. This plat shall be subject to the recommendations of the Advisory Parks and Recreation Commission and approved by City Council. 19. No setback variances will be allowed except to save trees along the westerly side of the proposal. All voted yea. BBD 2ND ADDITION - PRELIMINARY PLAT, CODE AMENDMENT & CONDITIONAL USE PERMIT The last public hearing of the evening convened by Chairman Hall was in regard to the application of Mr. William Henning for preliminary plat consisting of two lots for NB (Neighborhood Business) use and a code amendment to allow a car wash on one lot located in the southwest quarter of Section 9, north of Yankee Doodle Road and along Coachman Road. Mr. Runkle described the second phase of this development which included a request for a day care facility and car wash, neither of which were permitted or conditional uses within the Neighborhood Business district. APC Minutes July 28, 1987 Mr. Harrison suggested that a day care and car wash do not belong together and that an amendment of the ordinance is not necessary to allow a car wash. Member Wilkins agreed that this was not the proper location for a car wash and questioned whether it was a good location for a day care. Mr. Foertsch advised member McCrea that the issues regarding retaining walls and manholes had been resolved. She also felt that the uses did not fit at this location. Mr. Gustafson suggested the progression of uses may make some sense from gasoline sales to service bays to a car wash to an office to day care and to a park. Harrison moved, Wilkins seconded the motion to recommend denial based upon the applications for failure to comply with the zoning section of the City Code. All voted yea except Gustafson who voted nay. ADJOURNMENT Harrison moved, Wilkins seconded the motion to adjourn the meeting at 10:15 p.m. All voted yea. DGK Secretary - APC a '--'?� ( Agenda Information Memo August 18, 1987, City Council Meeting MANOR LAKE ADDITIONiREZONING/PRELIMINARY PLAT K. Manor Lake Addition, Middlemist Properties, for a Rezoning of a 43.12 A acres to R-1 and a Preliminary Plat Consisting of 64 Lots --A public hearing was held by the Advisory Planning Commission at their regular meeting held on June 23, 1987, to consider: a rezoning of 43.12 A (Agricultural) acres to R-1 (Single Family) and a preliminary plat entitled Manor Lake Addition. This application is in conformance with the land use designation of residential (D -II). The Advisory Planning Commission is recommending approval. This matter first came before the Council at its July 21, 1987 meeting, and was continued for additional Advisory Parks and Recreation Commission consideration. Enclosed on pages o?�,3 through a?VS is a copy of the Planning and Engineering Department report for your review. The Advisory Parks and Recreation Commission reviewed this preliminary plat at its regular meeting on August 6, 1987, following continuation by the City Council for further APRC review. The Commission recommends that the developer provide a park land dedication of approximately 2.6 acres at the final plat, that a trailway be provided and additional conditions outlined in the Parks Department staff report. For a complete list of the conditions, please refer to the staff report enclosed on pages "%Ll� through ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny the rezoning from A to R-1 for Manor Lake Addition and a preliminary plat entitled Manor Lake Addition as proposed in the application. C__2 Itc:11— MEMO TO: DALE C RUNKLE, CITY PLANNER FROM: JIM STURM, LANDSCAPE ARCHITECT, PLANNER I DATE: AUGUST 12, 1987 SUBJECT: MANOR LAKE (REVISED) ADDITION - (SEE GRAPHIC) On June 23, 1987, the APC recommended approval for both the Rezoning and Preliminary Plat for this proposal. At the June 21 City Council meeting, this item was continued so that the Advisory Parks & Recreation Commission could study this project in greater detail. Their greatest concern is the potential bisecting of the proposed park by a public street. 2.8 acres will be dedicated for parks with this plat and an additional 2 acres will need to be acquired south of this area when the Kirschner property developes for the completion of the neighborhood park. Another revised plan with 70 lots was submitted to the City Park Department for their review. It would not (at this time or ever potentially) bisect the park making the connection to the Exception on the west side of the lake. The City proposed an alternative to that plan that was acceptable to the Advisory Parks & Recreation Commission, staff and the developer. 72 lots appear feasible if the original stub street to the south is eliminated. The project is intended to be built in 4 years, 4 phases, north to south. If access to the Exception area has not been provided from the west after 3 years, the park will then be bisected by a westerly street. At least there will be 3 years time before that decision must be made and the City will receive its 4+ acres needed in that park district for a neighborhood facility. All lots meet or exceed R-1 standards. o�z Jim Yturm, Planner I cc: Thomas A. Colbert, Director of Public Works Ken Vraa, Director of Parks & Recreation /: - w._•/.-i�->••/+•� 01f1-OYL IL1911'1 'TN 01 A9MH9IN 1191 'SNI S7133NION3 °JNu7nSN03 �,1 a NOS10 ':) 3NAVM30 __ _ - - j -- Cl) W 1< z U) ^ $ O f r =w Y U.1 tcrgo ted _ 2 a ;. z N1 < bi I k. C J {S iffi ! U. N iii IL 6z � W Lis. M -t.j NbI3YMN3 ONwnSNO.) NOSIO'D 3NAvm30 cf) 1 LLI d ui 2z Nol C;� MEMORANDUM TO: HONORABLE MAYOR AND CITY COUNCIL TOM HEDGES, CITY ADMINISTRATOR FROM: STEPHEN SULLIVAN, LANDSCAPE ARCHITECT/PARKS PLANNER DATE: AUGUST 12,1987 SUBJECT: MANOR LAKE ESTATES At the July 2, 1987 Advisory Parks & Recreation Commission meeting, the Com- mission reviewed and recommended denial for the proposed parkland dedication for Manor Lake Additions. Concerns of the Commission are summarized as follows: 1. The proposal providing 2.1 acres for parkland dedication did not allow for the necessary facilities for parkland development. Approximately .5 acres of the proposed 2.1 acres is lake and steep slopes. The flat area to the south is not at a dimension allowing for a 2001x200' minimum open play area. 2. The southern roadway does not allow for expansion for the park as the previous development proposal. Besides inadequate park area, the close- ness of the roadways provided no "safety zone" to the open play ac- tivities. 3. The proposed sewer line which is to run east/west across the park places constraints on the development potential. Utility easements typically restrict the location of structural facilities such as playgrounds. The depth of the storm sewer may also influence the grading potential for the park. At the July 21 City Council meeting, the Council continued the item allowing additional time for revision and review by the Advisory Parks & Recreation Commission at the August 6, 1987 meeting. At the August 6, 1987 Advisory Parks & Recreation Commission meeting the Com- mission evaluated a revised plat, dated August 3, 1987, and recommended ap- proval of the parks dedication subject to several conditions as described within. oq� Manor Lake Estates Page 2 REVISED SUBMISSION/PROPOSAL The revised plat indicates a 2.6 acre parks dedication within the southwest corner of the parcel. The park location allows for future park expansion to the south and west. Approximately .5 acre of parks dedication could occur north of the 2.6 acre park with the future development of the Holtz property. The approximate park size with future acquisition is approximately 5.5 acres. The expanded parkland area would provide adequate dimension for park facility development. The developer agreed to grade and seed the 2.6 acre park therefore providing additional flat area for park facility development. The grading of the park by the developer also alleviates the sewer alignment/depth concern through the proposed park. The proposed plat indicates an Outlot C connecting the 2.6 acre park and the lake. The outlots designation is two fold: 1. Provide trail access to the lake resource from the park. 2. To provide potential public road and utility access to the Holtz property and Outlot B. The proponent has a development interest in both the Holtz property and Outlot B. Outlot B is currently owned by the developer and has no public frontage/access. The developer has first option on the Holtz property. Both properties need future public road access for development. An opportunity ex- ists for access through Outlot C to these landlocked parcels with the develop- ment of Manor Lake Estates. It is uncertain to date whether future access could be obtained with future development of the westerly adjacent parcels. The Commission is concerned that public road access through Outlot C bisects the park and the pedestrian link to the lake. The Commission understands the developer's concern regarding public road access to the landlocked parcels. In compromise the Commission and developer considered that Outlot C be desig- nated for park use, but not dedicated for parkland at final plat. Prior to the developer beginning Phase 14 of Manor Lake Estates, the City would review the need for public road access through Outlot C. If the conditions provide for access from the west or other than through Outlot C the park would not be bisected by a public road. All of Outlot C would be dedicated for parkland. However, if the conditions provided no alternative access to the landlocked parcels a public road would be placed through Outlot C. The remaining land area would be dedicated for parkland. a 4? FOR CITY COUNCIL ACTION: The Advisory Parks & Recreation Commission recommends to the City Council ap- proval of the Manor Lake Estates subject to the following conditions: 1. Developer provide a parkland dedication of approximately 2.6 acres at the final plat. 2. Final dedication of approximately an additional .5 acres (Outlot B) would be made with the 4th Phase, upon determination of the access to the Holtz parcel from the west, or the extention of the street through the park to a proposed cul-de-sac. 3. That a future parkland dedication will be made subject to the developer platting the Holtz parcel. 4. Erosion control measures be strictly adhered to. 5. A trailway on Cliff Road be provided. 6. The developer be responsible for grading and seeding the park consistent with the City's standards within the 1st Phase of development. 7. The road alignment be modified to the east of the park, resulting in an increase acreage to the park parcel. SS/bls a�Ed Agenda Information Memo August 18, 1987, City Council Meeting VARIANCE FRONT YARD SETBACK FOR JACQUELINE INGLE L. Variance for Jacqueline Ingle to Allow a 6' Front Yard Setback (24' Setback) --An application was submitted requesting a 6' front yard setback variance that would allow a front porch to be constructed 24' from the front property line at 2082 Quartz Lane, defined as Lot 23, Block 5, Cedar Grove 4th Addition. For additional information on this item, refer to the Planning Department report, a copy of which is enclosed on pages ,� Q through for your review. As the house is currently situated at or near the setback line, the variance would actually permit a 24' setback rather than the 25' setback depicted in the applicant's exhibit. ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny a variance as requested by Jacqueline Ingle. 0 CITY OF EAGAN SUBJECT: VARIANCE APPLICANT: JACQUELINE INGLE LOCATION: LOT 23, BLOCK 5, CEDAR GROVE 4TH ADDITION EXISTING ZONING: R-1 DATE OF PUBLIC HEARING: AUGUST 18, 1987 DATE OF REPORT: AUGUST 6, 1987 REPORTED BY: PLANNING DEPARTMENT APPLICATION: An application has been submitted requesting a 6' front yard setback variance that would allow a front porch to be situated from the front yard property line at 2082 Quartz Lane (Lot 23, Block 5, Cedar Grove 4th Addition). PLANNER COMMETNTS: The purpose for the 6' variance is to allow the construction of a new porch on the front of the existing home. The 6' deep porch would thus require a 6' variance to the front yard setback. The porch will be open (no windows), have a railing and would be covered with a roof. It is proposed to run the entire front of the house (341) from its northwest corner to the corner at the garage. ado f. I 133'-0" Agenda Information Memo August 18, 1987, City Council Meeting VARIANCE SIDE YARD SETBACK FOR MCDONNELL CONSTRUCTION M. Variance for McDonnell Construction to Allow a 5' Side Yard Setback (25' Setback) --An application was submitted requesting a 5' side yard setback variance that would allow the construction of a house at a distance of 25' from the side property lot line on the corner lot at 1989 Safari Trail, defined as Lot 2, Block 1, Safari 3rd Additon. For additional information on this item, refer to the Planning Department report, a copy of which is enclosed on pages S3 through aS' for your review. ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny the variance as requested by McDonnell Construction. as�- S CITY OF EAGAN SUBJECT: VARIANCE APPLICANT: PATRICK McDONNELL/McDONNELL CONSTRUCTION LOCATION: LOT 2, BLOCK 1, SAFARI 3RD ADDITION EXISTING ZONING: R-1 DATE OF PUBLIC HEARING: AUGUST 18, 1987 DATE OF REPORT: AUGUST 7, 1987 REPORTED BY: PLANNING DEPARTMENT APPLICATION: An application has been submitted requesting a 5' side yard setback variance that would allow the house to be situated 25' from the side property line (along Covington Lane) at 1989 Safari Trail (Lot 2, Block 1, Safari 3rd Addition). _PLANNER COMMENTS: The purpose for the 5' variance is to allow the home to face south and Safari Trail. Along the west property there is a 20' drainage and utility easement which, along with the required 30' side yard setback along Covington Lane, limits the front footage along Safari Trail for the home. This variance will allow the proposed home to fit on this lot as shown. a53 EN r 11%C DoNNECL (NST Q � ' CONSULTING EHGUMAS BQoK 78 ENGINEERING PLIiHHEAs and LANA �UAVEYOf1S Ir compnNyl INC. 1000 EAST I461h STREET, BURNSVILLE, U1111IENTA 5337 Pit 4!Z-300c )446_]l --Z cQZe dy—ts—�-zr'e cY 4c� 2S2c7-ta2fgn: LOT 2, BLOCK 1, THE SAFAKI TfIIRD ADDITIDAI, DAKOTA 69vN7Y, MINNESOTA C4¢i_3) DEN0TE5 EXISTIA16 ELEVATION t`>*9,57) 0 DOTES PROPOSED ELEVATID/V INDICATES DIRECTION OF SV2FACE 094//V49,5 90.83= FIN/SHED 6ARA6E FLDOK ELCVAT/ON DRA/NAGE A/VO l / � — I— 7 UriUTy EA5EMIJsT L_ 1, I I S 89° 50' 22"E! 93B.5) 99.98 ff !939.7) ; 63X (93s B) 3o' FRov-r 8UI LOIN 6 SErggCK LINE i to Zoe DoT 2 a W (94/. S) I 49.33 22.00 n, PKoP05Eo m j. Houb6 _ a 17.33 28.52 2.0 d 0"AM(9 30.00 • oo; ';L3B. - ip99s) I 2400 0949. S 3) Io A1_�j� (9f 429.5) hl 5h m� n � O Q J v x¢2.3) 2 0. -9�F% A 2� 20.00 ° ` - ip99s) I 2400 0949. S 3) Io A1_�j� (9f 429.5) hl 5h v 1 9 rP¢6.25 S / / 9C4 LE : I" = 30 I hereby certify that this is a true and correct representation of a tract of land as shown* and described hereon.. As prepared by me on this /(3rd* day of No. Agenda Information Memo August 18, 1987, City Council Meeting SPECIAL PERMIT/FEDERAL LAND COMPANY ONSITE TEMPORARY ADVERTISING SIGN N. Special Permit for Federal Land Company to Allow an Onsite Temporary Advertising Sign --An application was submitted by Federal Land Company requesting a special permit for an onsite temporary advertising sign to be located in front of the Waterview Office Tower on property described as Lot 1, Block 1, Town Centre 100 1st Addition. As an onsite sign, this request is not required to meet the recently amended standards for offsite temporary signs. In addition, as a temporary sign, it is not subject to the provisions of the Town Centre sign agreement previously negotiated between the developer and the City. This sign is currently in place as illustrated in the exhibits. For additional information on this item, refer to the Planning Departme t report, a copy of which is enclosed on pages ; s6 through for your review. ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny the special permit for onsite temporary advertising signage as presented by Federal Land Company. a -S CITY OF EAGAN SUBJECT: SPECIAL PERMIT APPLICANT: FEDERAL LAND COMPANY LOCATION: LOT 1,BLOCR 1, TOWN CENTRE 100 1ST ADDITION EXISTING ZONING: PLANNED DEVELOPMENT DATE OF PUBLIC HEARING: AUGUST 18, 1987 DATE OF REPORT: AUGUST 6, 1987 REPORTED BY: PLANNING DEPARTMENT APPLICATION: An application has been submitted requesting a Signage Special Permit for the Waterview Office Tower in Town Centre 100. PLANNER COMMENTS: The purpose for the Special Permit is to allow a temporary sign to identify and advertise the Office Tower. The sign would be 8' wide and have a total height of 171. It would be along Yankee Doodle Road, 30' from the curb line and 120' west of the driveway serving the Office Tower. C;�175 0 N O CO -0 X o 4 O M 4-+ tn N 41 U i N •u N LL C 4-+ O o C O -f-j ._ U W .- O E�� �c GJ� C -0 0 C .0 S- u 0 N o E u s mO— 0 l U DO L T m CL = v -6-J GJ , 0 0 Y I— o a. m Q t I. I i t W � 1ry ! 0 < W CVS} v Q O. a m d w o N J }}C y1 Q U?°O UozC p Qo°dp Q^< gyp' z O �a eloa• I Z . Z u< W I 'I f1(71'8fTi-Fitil'1Ttff Trm*mc: Wz i 111 -t. 1� - - ��: L,Jp _ ! ( _ _ F -U Q 11 _ li �:: :N I!] UI ! •�I a ELQ �. - - - U< p cle Lu �, -W C�yaf�� • � i 1LLJJ 0 u_ m w 1 �, _.. !..,�• .�� - . �--� �( „- II III- ll�f III :1 LLJ IQ iN� � � ' Irl I -( •.`� t i I I c i f l o WW I• W �7 l su Y N as7 m m CV) LU ITCO) 'cq U�-j Lcuj --1 cq 4 is w Iq �i Lo R. Lc) Agenda Information Memo August 18, 1987, City Council Meeting PUBLIC IMPROVEMENT CONTRACTS A. Public Improvement Contracts: Item 1. Contract 87-17, Receive Bids/Award Contract (B lackhawk Road - Streets) --At the August 4 Council meeting, the Council continued consideration of award of contract until August 18th due to the lack of state aid approval and acquisition of necessary easements. State aid approval has now been obtained and a status of the easement acquisition will be provided by the City Attorney's Office at the August 18th meeting. Again, enclosed on page 260, is a copy of the bid tabulation for the Councils information in consideration of this contract award. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the bids for Contract 87-17 (Blackhawk Road - Streets) and continue/award contract to the lowest responsible bidder. Our File No. 49409 Addendum No. 1 CITY CONTRACT NO. 87-17 BLACKHAWK ROAD IMPROVEMENT PROJECT UTILITY AND STREET IMPROVEMENTS PROJECT NO. 488 EAGAN, MN Contractors 1. Preferred Paving 2. Valley Paving, Inc. 3. S. M. Hentges & Sons 4. McNamara Contracting 5. Bituminous Roadways, Inc. 6. Alexander Construction Low Bid Engineer's Estimate (E.E.) Feasibility Report (F.R.) % over (+) / Under (-) F.R. Bid Time: 1:30 p.m., C.D.S.T. Bid Date: Monday, August 3, 1987 Total Base Bid 320,032.50 330,945.65 333,411.89 346,066.10 352,298.50 360,698.25 $320,032.50 389,000.00 293,833.00 +8.9 % * Does not reflect utilization of existing centerline profile of Blackhawk Road. CRMO Agenda Information Memo August 18, 1987, City Council Meeting Item 2. Contract 87-26, Receive Bid/Award Contract (Wescott Road - Surfacing) --At the August 4th meeting, the Council received the bids but continued consideration of contract award until the August 18th meeting due to the lack of state aid approval and easements or rights of entry agreements necessary for contract award. As of this date, neither of these issues have been resolved. A status report will be provided by the Public Works Director at the August 18th meeting to provide some direction for Council action. Again, enclosed on page ;ZQ- is a copy of the bid tabulations for the Councils information. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the bids for Contract 87-26 (Wescott Road - Surfacing) and continue/award contract to the lowest responsible bidder. '1-19Co J Addendum No. 1 & 2 WESCOTT ROAD SURFACING - PROJECT NO. 494B M.S.A.P. 195-106-05 CITY CONTRACT NO. 87-26 EAGAN MN BID TIME: 9:30 A.M., C.D.S.T. BID DATE: Friday, July 31, 1987 LOW BID ENGINEER'S ESTIMATE (E.E.) FEASIBILITY REPORT (F.R.) % OVER (+)/UNDER (-) F.R. DODD RD. TO CONTRACTORS TOTAL BASE BID 1. Bituminous Roadways 328,436.00 2. McNamara Contracting 341 169.00 3. Valley Paving 341,184.87 4. Alexander Construction 349 887.15 5. Northwest Asphalt 350,198.95 6. Preferred Paving, Inc. 357,660.40 7. Bituminous Material 359,931.10 LOW BID ENGINEER'S ESTIMATE (E.E.) FEASIBILITY REPORT (F.R.) % OVER (+)/UNDER (-) F.R. DODD RD. TO BITUMINOUS ELEMENTARY SCHOOL TRAILWAY $292,462.75 $13,917.25 N/A N/A 416,500.00 N/A -29.8% N/A (p 2 FINAL WEAR - LEX. AVE. TO ELEMENTARY SCHOOL $22,056.00 N/A 24,840.00 -11.2% Agenda Information Memo August 18, 1987, City Council Meeting PUBLIC IMPROVEMENT CONTRACTS Item 3. Contract 87-34, Approve Plans/Authorize Ad for Bids (Sperry Reservoir - Repainting) --Plans and specifications for the repainting of the Sperry Reservoir are being presented to the Council in consideration of authorizing the advertisement for competitive bids. The Public Works Director will be available to discuss the proposed project and answer any questions that may arise. ACTION TO BE CONSIDERED ON THIS ITEM: To approve the plans for Contract 87-34 (Sperry Reservoir - Repainting) and authorize the advertisement for a bid opening to be held at 9:30 a.m. on August 31, 1987. Item 4. Contract 87-32, Approve Plans/Authorize Ad for Bids (Country Club Market, Braun Court, Patrick Addition, and Chapel Hill Baptist Church) --This contract combines four relatively small public improvements and hopes to obtain a better bid price for each one through a collective contract. Easements have either been dedicated through prior final plat approvals or will be acquired prior to final contract award consideration. The consultant engineer will be available to discuss any questions that may arise regarding these proposed final improvements. ACTION TO BE CONSIDERED ON THIS ITEM: To approve the plans for Contract 87-32 (Country Club Market, Braun Court, Patrick Addition, and Chapel Hill Baptist Church) and authorize the bid opening to be held at 10:30 a.m. on September 11, 1987. Item 5. Contract 87-24, Receive Bids/Award Contract (Stafford Place - Trunk Utilities) --At 10:30 a.m. on August 14, 1987, formal bids were received for the installation of trunk utilitie to service the proposed Stafford Place. Enclosed on page (o is a tabulation of the bids received with a comparison to t ee estimates contained in the Feasibility Report presented at the public hearing held on May 19, 1987. The Public Works Director will provide a status regarding the easement dedication or right of entry agreements necessary to allow this contract to proceed at the Council meeting of August 18th. ACTION TO BE CONSIDERED ON THIS ITEM: To receive Contract 87-24 (Stafford Place - Trunk Utilities) contract to the lowest responsible bidder. �� 6 3 the bids for and award the CITY CONTRACT NO. 87-24 STAFFORD PLACE TRUNK UTILITY IMPPROVEMENTS CITY PROJECT NO. 498A EAGAN MN BID TIME: 10:30 P.M. C.D.S.T. BIDDATE: FRIDAY, AUGUST 14, 1987 CONTRACTORS TOTAL BASE BID 1. J.P. Norex $553,923.15 2. Richard Knutson, Inc. 568,262.75 3. F.F. Jedlicki, Inc. 570,170.20 4. Widmer, Inc. 609,488.50 5. S.M. Hentges & Sons 637,294.20 6. Orfei Cont'g Inc. 646,128.70 7. Northdale Contracting 656,852.40 8. G.L. Contracting Inc. 721,891.10 Low Bid $553,923.15 Engineer's Estimate (E.E.) 620,000.00 Feasibility Report (F.R.) 758,430.00 % over (+) / Under (-) F.R. -27 % Agenda Information Memo August 18, 1987, City Council Meeting Item 6. Contract 87-30, Receive Bids/Award Contract (Country Hollow - Trunk Utilities) --At 1:30 p.m. on August 14, 1987, formal bids were received for the installation of trunk utilities necessaryto service the Country Hollow Addition. Enclosed on page j& _ is a tabulation of the bids received with a comparison to the estimate contained in the Feasibility Report presented at the public hearing held on July 21, 1987. Because the final plat process for the Country Hollow Addition has not been completed, the right of entry agreement must be executed prior to contract award. The status of this agreement execution will be provided by the Public Works Director at the August 18th meeting. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the bids for Contract 87-30 (Country Hollow - Trunk Utilities) and award the contract to the lowest responsible bidder. � G S CITY CONTRACT NO. 87-30 COUNTRY HOLLOW TRUNK UTILITY IMPROVEMENTS CITY PROJECT NO. 505 EAGAN MN CONTRACTORS 1. F.F. Jedlicki, Inc. 2. S.M. Hentges & Sons 3. S.J. Louis Construction 4. Albrecht Excavating Inc. 5. G.L. Contracting Inc. Low Bid Engineer's Estimate (E.E.) Feasibility Report (F.R.) % over (+) / under (-) F.R. BID TIME: 1:30 P.M., C.D.S.T. BID DATE: FRIDAY, AUGUST 14, 1987 TOTAL BASE BID $252,060.00 286,548.02 292,944.80 333,127.00 358,356.68 $252,060.00 335,000.00 333,400.00 -24.4% Agenda Information Memo August 18, 1987, City Council Meeting Item 7. Contract 87-27, Receive Bids/Award Contract (Well #10 - Cliff Road) --At 9:00 a.m. on August 14, 1987, formal bids were received for the installation of Well #10 tob located next to the Cliff Road resevoir. Enclosed on page,�22is a tabulation of the bids received. These bids will be reviewed for their accuracy and a final recommendation will be provided by the Public Works Director on August 18th. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the bids for Contract 87-27 (Well #10 - Cliff Road) and award the contract to the lowest responsible bidder. DEEP WELL NO. 10 JORDON CONTRACT NO. 87-27 PROJECT NO. 507B EAGAN MINNESOTA Bid Time: Bid Date: CONTRACTOR 1. E. & H. Renner & Sons 2. Layne -Minnesota 3. Bergerson-Caswell, Inc. 4. Keys Well Drilling Company Low Bid Engineer's Estimate (E.E.) Feasibility Report Estimate (F.R.) % over (+) / Under (-) E.E. 9:00 A.M. Friday, August 14, 1987 TOTAL BASE BID $131,240.00 163,805.00 168,175.00 168,480.00 $131,240.00 160,000.00 165,000.00 -20.5% Agenda Information Memo August 18, 1987, City Council Meeting Item 8. Contract 87-28, Receive Bids/Award Contract (Well #11 - Ashbury Road) --At 11:00 a.m. on August 14, 1987, formal bids were received for the installation of. Well #11 on Ashbury Road. Enclosed on page -2?,a is a tabulation of those bids received which will be checked for accuracy with formal recommendation being made by the Director of Public Works at the meeting on August 18th. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the bids for Contract 87-28 (Well #11 - Ashbury Road) and award the contract to the lowest responsible bidder. DEEP WELL NO. 11 MT. SIMON/HINCKLEY CONTRACT NO. 87-28 PROJECT NO. 507A EAGAN MN CONTRACTOR TOTAL BASE BID 1. Keys Well Drilling Company $188,860.00 2. E. & H. Renner & Sons 199,700.00 3. Layne -Minnesota 230,650.00 4. Bergerson-Caswell Inc. 248,000.00 Low Bid $188,860.00 Engineer's Estimate (E.E.) 200,000.00 Feasibility Report (F.R.) 220,000.00 s over (+) / Under (-) F.R. -14.2% 0 rt o Agenda Information Memo August 18, 1987, City Council Meeting Item 9. Salt Storage Building, Receive Bids/Award Contract --At 10 a.m. on August 17, formal bids were received for the construction of a Salt Storage facility for our street maintenance operations. Enclosed on page �1� is a tabulation of the bids received showing a comparison of the low bidder to the approved 1987 budget. These bids will be tabulated for accuracy with a formal recommendation being provided by the Public Works Director at the August 18th meeting. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the bids for the Salt Storage Building and award the contract to the lowest responsible bidder. Since the bid opening is scheduled for Monday, August 17, the Salt Storage Building contract bid tabulation will be included as part of the Additional Information Packet distributed Monday. Agenda Information Memo August 18, 1987, City Council Meeting Item 10. Contract 87-3, Quarry & Blue Cross/Blue Shield Park - Hockey Rink Lighting/Authorize Ad for Bids --The Parks and Recreation Department staff has prepared plan specifications for the lighting of four hockey rinks at Quarry and Blue Cross/Blue Shield Park in anticipation of authorization for advertisement for bids. ACTION TO BE CONSIDERED ON THIS ITEM: To authorize advertisement for bid of improvement Contract 87-3. ,?'73