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05/05/1987 - City Council RegularAGENDA REGULAR MEETING EAGAN CITY COUNCIL EAGAN, MINNESOTA CITY HALL MAY 5, 1987 6:30 P.M. I. 6:30 - ROLL CALL & PLEDGE OF ALLEGIANCE II. 6:35 - ADOPT AGENDA & APPROVAL OF MINUTES III. 6:40 - DEPARTMENT HEAD BUSINESS A. Public Works Department �.� 1. Cedarvale Bowling Lanes - Access Drive IV. 6:55 - CONSENT AGENDA p.64 A. Personnel Items B. Plumbers Licenses C. Gambling Application, Pull -Tabs, for Camp New Hope, Inc. at Eagan Tap, Inc. p7 D. Fee Schedule for Consultant Planning Firms ip E. Gambling License for Osman Temple V. 7:00 - PUBLIC HEARINGS p.13 A. Final Assessment Hearing for Project 454, Blackhawk Glen - Streets and Utilities 1 B. Public Hearing for the Vacation of Utility Easements, Norwest 2nd 1 Addition (a C. Final Assessment Heating for Project 432, Royal Oak Circle - Streets and Utilities D. Final Assessment Hearing for Project 462, Windtree 5th and 6th Additions - Streets and Utilities �. OE. Final Assessment Hearing for Project 459, Brittany 9th Addition - � Streets and Utilities VI. OLD BUSINESS There are no items to be considered under Old Business at this time VII. NEW BUSINESS �. 2 2 A. Liquor License Application - Compri Hotel, Southeast Quadrant of Pilot Knob Road and I-494, NW 1/4 Sec 3 (to be continued) �. 23B. Waiver of Plat, Stephen Wensman, to Shift a Property Line Between Lot 10 and 11, Block 2, of Mallard Park 3rd Addition located in the NE1/4 of Section 29 on Drake Drive C. Rezoning (Pondview - Molinaro & Associates) of Approximately 30 ` Acres From A (Agriculture) and PD (Planned Development) to Commercial and Mixed Residential Planned Development Located in Part of the E1/2 of Section 16, Abutting Duckwood Drive to the North and Pilot Knob Road to the East p,y?D. Rezoning (Brittany 10th Addition - Brittany Estates Company) of 17.5 (A) Agricultural Acres to an R-1 (Single Family) District and a Preliminary Plat Consisting of 31 Lots Located Along Covington Lane Just East of Beacon Hill Road in the NE1/4 of Section 33 p.'? ZE. Preliminary Plat (Cliff Road Shoppes - Western Commercial Properties, Inc.) for 1 Lot Containing a 73,115 Square Foot 1 Shopping Center Located on a 7.88 Acre (Neighborhood Business) District Within the Winkler Jackson PD Located West of Slaters Road in the NW 1/4 of Section 31 RO F. Conditional Use Permit (Thomas Lake Center - Linvill Properties, Inc.) for Pylon Signage Located on Lots 1-4, Block 1, Safari at Eagan along the North Side of Cliff Road West of Thomas Lake Road in the SW1/4 of Section 28 IISG. Rezoning (Laurent Addition - Armand Laurent) of Approximately 4.5 Acres From A (Agriculture) to R-1 (Single Family), a Preliminary Plat Consisting of Two Lots on Approximately 4.5 Acres and a setback Variance located in the NW 1/2 of Section 25 south of Golden Meadow Road gyp. Rezoning (Eveland Addition - Bert Eveland) of 4.5 A (Agricultural) 1j Acres to a 1.5 Acre P.F. (Public Facilities) District for a Fire Station, 3.0 Acres to an R-1 (Single Family) District and a Preliminary Plat for the Eveland Addition Located in the NW1/4 of Section 25 at the SE Intersection of Dodd and Diffley Roads ✓— I. Rezoning (R and B Addition - Leroy Rother and Gerald Braun) of 2.08 Acres from R-4 (Multiple) to CSC (Community Shopping Center), a Comprehensive Guide Plan Amendment, a Preliminary Plat Consisting of One Lot and a parking stall Variance Located in the NW1/4 of Section 15 North of Crestridge Lane and South of Duckwood Drive 153.J. Preliminary Plat (Blue Ridge Addition - L.A. Laukka Development) of p• Outlots E & F of the Lone Oak Addition into a 9.8 acre lot for an Office/Showroom and Two Outlots Containing 37.25 Acres Located in the SW1/4 of Section 1 abutting Hwy 55 on the West and Lone Oak Road on the South K. Environmental Assessment Worksheet for Bridle Ridge and Stone Bridge Addition, South of Wescott Road West of Dodd Road L. Environmental Assessment Worksheet for Stafford Place, North of �County Road 30 and East of Northview Elementary School �Ibi M. Building Permit for an Addition to Property at Gopher Smelting .,p Located at 3385 Highway 49 P.11'N. Bridle Ridge Addition Revised Site Plan S0. Waiver of Plat (Andrew R. Chase) for Duplex Lot Split for Lots 1 P•�7 and 2, Block 2, Oakwood Heights 2nd Addition VIII. ADDITIONAL ITEMS A. Public Improvement Contracts: 1111. Contract 87-12, Receive Bids/Award Contract (Lexington Square 6th Addition - Northview Park Road) 2. Contract 87-14, Receive Bids/Award Contract (Eagan Hills Farms/Country Hollow - Trunk Sanitary Lift Station) n•1103. Contract 85-26, Approve Change order No. 2 (Wells No. 8 and 9) 4. Contract 86-7, Approve Change Order No. 1 (O'Neil Pond - Trunk Storm Sewer Improvements) 5. County Contract 32-18, Traffic Signal Installation (Blackhawk/Galaxie Avenue with Cliff Road - Signal Agreement) 112-6. Contract 85-21, Approve Change Order #7 (Maintenance Building Addition/Remodeling) Street Name Change - Safari Boulevard P C. Rename Airport Noise Committee I%. VISITORS TO BE HEARD (for those persons not on the agenda) R. ADJOURNNENT 2 MEMO TO: HONORABLE MAYOR AND CITY COUNCILMEMBERS FROM: CITY ADMINISTRATOR HEDGES DATE: APRIL 30, 1987 SUBJECT: AGENDA INFORMATION ADOPT."AGEND APPROVE1•MINUTES After approval is given to the May 5, 1987 agenda and regular City Council meeting minutes for the April 21, 1987 meeting and special City Council minutes for the April 13 meeting, the following items are in order for consideration: A. PUBLIC WORKS DEPARTMENT: Item 1. Cedarvale Bowling Lanes - Access Drive --The City has been contacted by attorneys representing Lot 2, Block 1, Cedarvale 2nd Addition (Rax Restaurant) requesting the City of Eagan to declare no interest and vacate the existing drainage and utility easement over the private access drive between Cedarvale Boulevard and Rahn Road, primarily servicing the Cedarvale Lanes bowling alley adjacent to Country Club Market. Enclosed on page _�a is a site plan showing the relationship of the various parking lots to this existing private access drive. Enclosed on page r- is a copy of the plat showing the relationship of the existing drainage and utility easement to the lot in question. The attorneys indicate that Cedarvale Lanes and Country Club Market have both verbally agreed to the release of any interests associated with this existing private drive. Any release on behalf of the City could/would result in the elimination of this access drive adjacent to Rax Restaurant. The Public Works Director will provide additional' background in the status of the Country Club Market driveway improvement project at the meeting on May 5 so the Council can give the appropriate direction and response regarding future City interest in this issue. ACTION TO BE CONSIDERED ON THIS ITEM: To determine appropriate City interest in the existing private access drive over Lot 2, Block 1, Cedarvale 2nd Addition. rSTORM SEWER IMPROVEMENTS--. vw CITY PROJ... NO.:373 ALTERNATE .. 17 EAGAN, MINNESOTA sCALIE 1"1t 100' IMP HOME JUICE CO. 020 - 04 ��• �(�,� �f'�'�t.> � � � Q?NtYq • moi. � � � O yJ moi" V ?,�;� pa �aO��O�Q,P \"S�'` ff.'s\ pi•' i 0 ,irk .4? C N N ma 19'QOz8Z32Z'� i MQ i (�7•�,Ir6��,Fi� g��' o=a � x•11 \ 111''23 w O U T L O T 12•:5115 .1A. ► �.,,b,� 1 d. Wcw' 2O• I 60Z.04 M =3\ w .. S •: z�(o.�3!i:; ;:ti;:; :•::•::•::•:: :•:£rrYalis.'r'• � •:•:•::::::.t :O . x.31 � . M. y UTILIr(> DRAINAVE EA& MENT 50' 33 N44•'Xa'10'w t,'a ` ' log � 3 I� 1 � W N •_ i 4ri N ! n 4 N � n Z. 10 N 41'11'07"`y v N `..� r� :z." v 1 50 MOM I -14. 191 N40 'lalp g 7� R /-' H , � 1 G�¢ 0 ,irk .4? C N N ma 19'QOz8Z32Z'� i MQ i (�7•�,Ir6��,Fi� g��' o=a � x•11 \ 111''23 a a b 40.0v O U T L O T 12•:5115 .1A. ► �.,,b,� 1 d. Wcw' 2O• I MOM I -14. 191 N40 'lalp g 7� R /-' H , L J 66 F W G�¢ \4 � n Im `..� r� v * 50 V'1 I �IC� ' �nAM ''•� 1Qi 4�i io L J 66 F G�¢ \4 L J 66 F Agenda Information Memo May 5, 1987, City Council Meeting Page Two There are five (5) items referred to as Consent Items requiring one (1) motion by the City Council. If the City Council wishes to discuss any of these items in further detail, the items should be removed from the Consent Agenda and placed under Additional Items unless the discussion required is brief. PERSONNEL ITEMS A. Personnel Items: Item 1. Seasonal Park Maintenance Workers --After interviews, the following persons are recommended for hire by Superintendent of Parks VonDeLinde as Seasonal Park Maintenance: Kevin Doehling, Peter Ellingson, Steven Martin, Todd Parker and James Schmid. ACTION TO BE CONSIDERED ON THIS ITEM: To approve the hiring of Kevin Doehling, Peter Ellingson, Steven Martin, Todd Parker and James Schmid as Seasonal Park Maintenance Workers. Item 2. Seasonal Park Attendant/Trapp Farm Park --After interviews, it is the recommendation of Parks Superintendent VonDeLinde that Brent Tait be hired as a Seasonal Park Attendant at Trapp Farm Park. ACTION TO BE CONSIDERED ON THIS ITEM: To approve the hiring of Brent Tait as a Seasonal Park Attendant at Trapp Farm Park. Item 3. Permanent Part -Time Clerk Typist/Fire Department --A half- time permanent Clerk Typist position for the Fire Administration building was approved in the 1987 budget. This position was advertised. Approximately 15 applications were received for it. After screening of these applications, 11 applicants were invited to the Eagan Municipal Center for typing and written tests. This testing was held on Thursday, April 30, 1987. Final interviews from these testing results will be held Monday, May 4, 1987. Fire Chief Ken Southorn, Administrative Officer Flood and Administrative Assistant Duffy will do the interviewing. A recommendation for hire for this new position will probably be presented to the Council at their meeting the evening of May 5, 1987. ACTION TO BE CONSIDERED ON THIS ITEM: To approve the hiring of a person yet to be recommended for the position of permanent part-time Clerk Typist for the Fire Administration building. Agenda Information Memo May 5, 1987, City Council Meeting Page Three PLUMBERS LICENSE B. Plumbers Licenses --Enclosed on page (L is a list of plumbers who are seeking renewal of their plumber license for 1987/1988. All applicants are in order for consideration. ACTION TO BE CONSIDERED ON THIS ITEM: To approve the list of plumber licenses as presented. S May 5, 1987 agenda PLUMBERS LICENSE 1. Dakota Plumbing & Heating 2. June Plumbing & Heating 3. Lichliter Brothers Plumbing 4. Schulties Plumbing & Heating Agenda Information Memo May 5, 1987, City Council Meeting Page Four GAMBLING APPLICATION/CAMP NEW HOPE C. Gambling Application, Pull -Tabs, for Camp New Hope, Inc., at Eagan Tap, Inc. --The City has received a request from Camp New Hope, Inc., located in McGregor, Minnesota to sell pull -tabs at Eagan Tap, Inc., located at 3998 Sibley Memorial Highway. The life gambling license application has been filed with the State of Minnesota and is in order for consideration by the Charitable Gambling Control Board. Camp New Hope, Inc., has not made payment of the $250 required investigation fee to the City or supplied the City Clerk's office with verification that their group is considered a local community group according to the definition of the City Ordinance. Therefore, it is recommended that the gambling license application be denied for Camp New Hope, Inc. Once the application has been properly submitted and processed and the City has information that Camp New Hope, Inc., is a local organization, this gambling license application will be reprocessed before the City Council. ACTION TO BE CONSIDERED ON THIS ITEM: To deny the gambling license application for Camp New Hope, Inc., for pull -tabs at the Eagan Tap, Inc. FEE SCHEDULE/CONSULTANT PLANNING FIRMS D. Fee Schedule for Consultant Planning Firms --At the January 20, 1987 organizational meeting, correspondence from Urban Planning and Design indicated that the 1986 fee schedule would remain through March of 1987. Action was taken by the City Council to approve the firm of Urban Planning and Design as the planning consultants for the City for 1987, with 1986 rates applicable through March of 1987. The City has received a letter from John Voss, President of Urban Planning and Design, who is proposing a rate schedule effective May 1, 1987. He indicated in his brief letter that the last revision to his rate schedule was five years ago on March 1, 1982. Enclosed on pages g through _59_ are copies of the rate schedule in effect on March 1, 1982 and the proposed rate schedule to be effective May 1, 1987. ACTION TO BE CONSIDERED ON THIS ITEM: To approve the rate schedule as changed and effective May 1, 1987, for Urban Planning and Design, Inc. I e s c �= -- RATE SCHEDULE -- Effective January 19, 1984 URBAN PLANNING & DESIGN, INC. ST._ r Principal Planner (1) Planner II (2) Landscape Architect I (3) Landscape Architect II (2) Draftsman Secretary Research Assistant Mileage (per mile), RATT PER HOUR $ 50.00 38.00 33.00 25.00 20.00 10.50 20.00 .24 Cost Materials (1) "Planner -In -Charge" as designated by the State of Minnesota . for 701 Planning and minimum five (5) years experience. (2) Masters or undergraduate degree and minimum three (3) years experience. f31 Minnesota Registration by State Board and minimum five (5) years experience. i RATE SCHEDULE Effective May 1, 1987 AN PLANNING /< DESIGN. INC. STF F przncipal Planner Lanr-scape Architect (registered State of Minnesota) Draftsman Secretary Research Assistant Mileage (per mile) Materials ww RATE PER HOUR $55.0N 38.00 25.N0 15.50 20.00 .24 Cost Agenda Information Memo May 5, 1987, City Council Meeting Page Five GAMBLING LICENSE/OSMAN TEMPLE E. Gambling License for Osman Temple --The Lost Spur/Osman Temple Club is requesting a renewal license application for a gambling license that would allow raffles only. This application was filed with the State Charitable Gambling Control Board on April 15, 1987, and therefore action is required by the City Council prior to May 14, 1987 or the license is automatically approved by the State. A copy of the license application is enclosed on pages Lj_ through _ The City Clerk's office has waived the investigation fee, realizing that this gambling license application is a renewal and issued to the same organization that was previously approved by both the City and the State Charitable Gambling Control Board. ACTION TO BE CONSIDERED ON THIS ITEM: To approve the gambling license application for raffles only which is a Class D license and recommend the same to the Charitable Gambling Control Board for Osman's Lost Spur Country Club. 1C) Nly,�ui;�i,npr�, 0 �u im ... A Charitable Gambling Control Board Room N-475 Griggs -Midway Building 1821 University Avenue St. Paul, Minnesota 55104-3383 (612) 642-0555 GAMBLING LICENSE APPLICATION FOR BOARD USE ONLY _ License Number �1 MDT .-. CHECK#_.__ DATE INSTRUCTIONS: A. Type or print in ink. B. Take completed application to local governing body, obtain signature and date on all copies, and leave 1 copy. Applicant keeps 1 copy and sends original to the above address with a check. C. Incomplete applications will be returned. Type of Application: ❑Class A - Fee $100.00 (Bingo, Raffles, Paddlewheels, Tipboards, Pull -tabs) _ ❑Class B - Fee $ 50.00 (Raffles, Paddlewheels, Tipboards, Pull -tabs) Make checks payable to: ❑Class C - Fee $ 50.00 (Bingo only) Minnesota Charitable Gambling Control Board ❑Class D - Fee $ 25.00 (Raffles only) ❑Yes ❑ No 1. Is this application for a renewal? If yes, give complete license number= - E== El Yes ❑ No 2. If this is not an application for a renewal, has organization been licensed by the Board before? If yes, give base license number (middle five digits) El Yes El No 3. Have Internal Controls been submitted previously? If no, please attach copy. 4. Applicant (Official, legal name of organization) 5. Business Address of Organization ti<!Y 6. City, State, Zip 7. County 8. Business Phone Number .;L• ,�•y Ztl� ..1�i!'�: O.�Jr:ta 1.+L �� i:'•:.O L.e; ( !Fj" ) - 1� '_if 1: )'i: 9. Type of organization: ❑Fraternal ❑Veterans ❑Religious ❑Other nonprofit* *If organization is an "other nonprofit" organization, answer questions 10 through 13. If not, go to question 14. "Other nonprofit" organizations must document its tax-exempt status. ❑Yes ❑No 10. Is organization incorporated as a nonprofit organization? If yes, give number assigned to Articles or page and book number: Attach copy of certificate. ❑Yes ❑ No 11. Are articles filed with the Secretary of State? El Yes Ll No 12. Are articles filed with the County? ❑Yes ❑No 13. Is organization exempt from Minnesota or Federal income tax? If yes, please attach letter from IRS or Department of Revenue declaring exemption or copy of 990 or 990T. ❑Yes QNo 14. Has license ever been denied, suspended or revoked? If yes, check all that apply: ti ❑Denied ❑Suspended ❑Revoked Give date: F- - 15. Number of active members 16. Number of years in existence Note: If less than four years, attach evidence of three years Y)4 it)I existence. 17. Name of Chief Executive Officer 18. Name of treasurer or person who accounts for other revenues of the organization. _.,.._ Title Title Business Phone Number Business Phone Number 19. Name of establishment where gambling will be 20. Street address (not P.O. Box Number) conducted na_u` s o.3t 11.pur ;,,int: _i.:u� ^; ) _F z]ll jr . _v:Aoi:.:al. _:j,ruwa 7 _ 21. City, State, Zip 22. County (where gambling premises is located) ^it i., i" :2'_E'.Sq�7. �:J_ i S xe :IC I CG -0001-02 (8186) White Copy -Board Canary -Applicant Pink -Local Governing Body I, f Gambling License Application Type of Application: ❑Class A El Class B ❑Class C ❑Class D Page 2 ❑Yes ❑No 23. Is gambling premises located within city limits? ❑Yes ❑No 24. Are all gambling activities conducted at the premises listed in #19 of this application? If not, complete a separate application for each premises (except raffles) as a separate license is required for each premises. ❑Yes ❑No 25. Does organization own the gambling premises? If no, attach copy of the lease with terms of at least one year. ❑Yes ❑No 26. Does the organization lease the entire premises? If no, attach a sketch of 27. Amount of Monthly Rent the premises indicating what portion is being leased. A lease and sketch j $ is not required for Class D applications. l ❑Yes.❑No 28. Do you plan on conducting bingo with this license? If yes, give days and times of bingo occasions: Days Times ❑Yes ❑No 29. Has the $10,000 fidelity bond required by Minnesota Statutes 349.20 been obtained? Attach copy of bond. 30. Insurance Company Name 31. Bond Number 32. Lessor Name 33. Address 34. City, State,Zip 35. Gambling Manager Name 36. Address 37. City, State, Zip 38. Gambling Manager Business Phone 39. Date gambling manager became i,_i`J member of organization: , GAMBLING SITE AUTHORIZATION By my signature below, local law enforcement officers or agents of the Board are hereby authorized to enter upon the site, at any time, gambling is being conducted, to observe the gambling and to enforce the law for any unauthorized game or practice. BANK RECORDS AUTHORIZATION By my signature below, the Board is hereby authorized to inspect the bank records of the General Gambling Bank Account whenever necessary to fulfill requirements of current gambling rules and law. OATH I hereby declare that: 1. I have read this application and all information submitted to the Board; 2. All information submitted is true, accurate and complete; 3. All other required information has been fully disclosed 4. 1 am the chief executive officer of the organization; 5. 1 assume full responsibility for the fair and lawful operation of all activities to be conducted; 6. 1 will familiarize myself with the laws of the State of Minnesota respecting gambling and rules of the Board and agree, if licensed, to abide by those laws and rules, including amendments thereto. 40. Official, Legal Name of Organization 41. Signature (must be signed by Chief Executive Officer) X Title of Signer Date 1 ACKNOWLEDGEMENT OF NOTICE BY LOCAL GOVERNING BODY hereby acknowledge receipt of a copy of this application. By acknowledging receipt, I admit having been served with notice that this application will be reviewed by the Charitable Gambling Control Board and if approved by the board, will become effective 30 days from the date of receipt (noted below), unless a resolution of the local governing body is passed which specifically disallows such activity and a copy of that resolution is received by the Charitable Gambling Control Board within 30 days of the below noted date. 42. Name of City or County (Local Governing Body) If site is located within a township, item 43 must be completed, in addition to the county signature. Signature of -;person receiving application 43. Name of Township � i( X e >,,./s; �7 s' ! \ , is 1-1 Title Date received (30 day period Signature of person receiving application begins from this date) X 44. Name of Person delivering application to Local Governing Body Title CG -0001-02 (8/86) White Copy -Board k Canary -Applicant Pink -Local Governing Body Agenda Information Memo May 5, 1987, City Council Meeting Page Six PROJECT 454ZBLACKHAWK GLEN (STREETS & UTILITIES) A. Final Assessment Hearing, Project 454/Blackhawk Glen (Streets and Utilities) --Project 454 provided for the installation of streets and utilities for Ashbury Road from the intersection of Blue Cross Road to the Blackhawk Glen Addition. Upon completion of this project, a tabulation of all costs incurred, a final assessment role was prepared and presented to the Council on March 17th with the public hearing originally scheduled for April 21st but continued to the May 5th meeting to ensure roper notification of affected parcels. Enclosed on page __/ is a Summary Tabulation of the Final Assessment Rates as compared to those estimated in the Feasibility Report presented during the original public hearing held on December 3, 1985. A subsequent public hearing for the installation of petitioned sidewalks was held on March 4, 1986. All notices have been published in the legal newspaper and forwarded to all property owners proposed to be assessed under this project. The Public Works Director will provide additional information regarding this Final Assessment Hearing on May 5. ACTION TO BE CONSIDERED ON THIS ITEM: To close the public hearing and approve/modify the final assessment role for Project 454 (Blackhawk Glen/Ashbury Road/Streets and Utilities) and if approved, authorize this certification to the county. 13 FINAL ASSESSMENT HEARING PROJECT NO: 454 SUBDIVISION/AREA: Blackhawk Glen (Ashbury Road) FINAL ASSESSMEENT HEARING: May 5, 1987 IMPROVEMENTS INSTALLED AND/OR ASSESSED: F. R. = Feasibility Report FINAL F.R. WATER RATES RATES SANITARY Area _ ❑ Area Laterals EX] Laterals .Dater Utility Enterprise Fund 732.89/parc�ar. (10X Service 1.337.02 1,901.00 Service Q Lac. Benefit/Trunk 11.88/F.F. 11.88/F.F.,i-[3 Lat. Benefit/Trunk STORM 0 Area _ 0.0481 S.F. 0.0481/S.F. 4,200.78/pare. 4,320/parc. a Laterals 2,129.58/Acre 3,425/Acre 4 FINAL F. R. RATES RATES 12. 6 6 F. F..F STREETS Gravel Base E] Surfacing �. . s6z3 LFA. 41, 81 / F F Res. Equiv. %(1•) Service includes both 'sanitary'sewer I water main NUMBER OF PARCELS AFFECTED: 9 HUMMER OF YEARS ASSESSED: 10 vears RATE OF INTEREST: 8 1/27 TOTAL AMOUNT ASSESSED: X680,872.19 CONSTRUCTED. UNDER THE FOLLOWING CONTRACTS: 86-3 PUBLIC HEARING DATE:. December 3, 1985 Sidewalks March -6. ioqb Agenda Information Memo May 5, 1987, City Council Meeting Page Seven VACATION OF UTILITY EASEMENTS/NORWEST 2ND ADDITION B. Public Hearing for the Vacation of Utility Easements, Norwest 2nd Addition --On April 7, the Council received a petition to vacate a portion of existing utility easements within the Norwest 2nd Addition and scheduled the public hearing to be held May 5. However, the proper length of published legal notification for this proposed vacation has not been completed for the public hearing to be held on May 5th. Therefore, it is recommended that this public hearing be continued until the May 19th hearing. ACTION TO BE CONSIDERED ON THIS ITEM: To continue the public hearing for the vacation of utility easements within Norwest 2nd Addition until May 19, 1987. I5oo Agenda Information Memo May 5, 1987, City Council Meeting Page Eight PROJECT 432/ROYAL OAR CIRCLE (STREETS & UTILITIES C. Final Assessment Hearing for Project 432/Royal Oak Circle (Streets amd Utilities) --All construction associated with the installation of streets and utilities servicing the Royal Oak Circle Addition has been completed with the Final Assessment Role being presented to the Council on March 17 and a public hearing scheduled for the Final Assessment Role for April 21. However, that public hearing had to be continued until May 5 to ensure that all notices were properly published and mailed to all affective property owners. Enclosed on page _L is a summary of the Final Assessment Role showing the relatio ship of the final rates compared to those estimated in the Feasibility Report presented at the public hearing held on April 16, 1985. The Public Works Director will be available to answer any questions regarding these proposed final assessments at the hearing on May 5. ACTION TO BE CONSIDERED ON THIS ITEM: approve/modify the Final Assessment Role Circle (Streets and Utilities) and, if certification to the county. /G To close public hearing and for Project 432/Royal Oak approved, authorize its 11 FINAL ASSESSMENT HEARING PROJECT NO: 432 SUBDIVISION/AREA: Royal Oak Circle FINAL ASSESSMEENT HEARING: April 21, 1987 (Continued to May 5, 1987) IMPROVEMENTS INSTALLED AND/OR ASSESSED: F. R. = Feasibility Report FINAL F.R. WATER RATES RATES Area $11.44 F.F. $12.79/F,F. X Laterals $295.23/Unit $285.36/Unit (1) L^l Service $2,771.68 Lot $1747.00/Lot n Lat. Benefit/Trunk FINAL F. R. SANITARY RATES RATES ❑ Area $18.91/F.F. $17.79/F.F. ❑X Laterals $301.91/Unit $256.99/Unit Service Lat. Benefit/Trunk STORM STREETS _ ❑ Area - - - ❑ Gravel Base $57.09/F.F. $44.48/F.F.❑X Laterals $277.23/Unit $411 99/Uni Surfacing 53.82 Unit X41.94/lfnft Res. Equiv. NUMBER OF PARCELS AFFECTED: 16 NUMBER OF YEARS ASSESSED: 5 RATE OF INTEREST: 9.0% TOTAL AMOUNT ASSESSED: $415.772.31 CONSTRUCTED UNDER THE FOLLOWING CONTRACTS: 85-15 PUBLIC HEARING DATE: April 16, 1985 (1) Service includes both sanitary sewer and water main. i7 Agenda Information Memo May 5, 1987, City Council Meeting Page Nine PROJECT 462/WINDTREE 5TH AND 6TH ADDITIONS (STREETS & UTILITIES D. Final Assessment Hearing for Project 462, Windtree 5th and 6th Additions (Streets and Utilities) --Project 462 provided for the installation of streets and utilities to serve the Windtree 5th and 6th Additions under City Contract 86-5. All costs associated with the installation of these facilities have been completed and a final assessment role was presented to the Council on March 17 with the Final Assessment Hearing scheduled for April 21. However, this hearing had to be continued until May 5 to ensure that all notices published in the legal newspaper and sent to affective property owners were distributed within the required time frame. The Public Works Director will provide additional information regarding these final assessments at the hearing on May 5. Enclosed on page _ is a summary of the final assessment rates. ACTION TO BE CONSIDERED ON THIS ITEM: To close public hearing and approve/modify the final assessment role for Project 462/Windtree 5th and 6th Additions (Streets and Utilities) and, if approved, authorize certification to the county. FINAL ASSESSMENT HEARING 462 - �ROJECT N0: 5th & 6th Additions SUBDIVISION/AREA: Windtree 1987 -. FINAL ASSESSMEENT HEARING: April 21, 1987, Continued to May Ss IMPROVEMENTS INSTALLED ANDIOR ASSESSED: F.R. arc FINALS F. g. = Feasibility Rep. BATES FINAL F.R. RATES RATES SANITARY _ — u Area Area 1 928.87 I l or $1 99 8� } Laterals $1,695.58/1 $2• 058/1ot (X Laterals $ C] Service Service $739 1� $1 •1�-�'t Lat.-Benefit/Trunk Lat. Benefit/Trunk STREETS S•1' Gra Base Gr _... S726.6 $.832 lot Area Sur£acin 62.1"2 " --- �- $3 0 Laterals $1,91 0�t �2 - _ LX Res. Equiv.r .:.. 26 NUMBER OF PARCELS AFFECTED: _ 5 NUMBER OF YEARS ASSESSED 8.5% RATE OF INTEREST:..:._. .._ ... 5307 647.08 lF. 391 430.00 TOTAL AMOUNT ASSESSED: CONSTRUCTED -UNDER THE FOLLOWING CONTRACTS: January 21, 1986 PUBLIC HEARING DATE: " _..._ _� _�•-.�- -- - _.._ ._. ._ __�_ _.. �____--'...:_ __.. 1 Service includes both sanitary sewer and waterma:n. c) . Agenda Information Memo May 5, 1987, City Council Meeting Page Ten PROJECT 459/BRITTANY 9TH ADDITION E. Final Assessment Hearing for Project 459, Brittany 9th Addition (Streets and Utilities) --Project 459 provided for the installation of streets and utilities to service the Brittany 9th Addition under City Contract 86-4. With the completion of this contract, all final costs were tabulated and a final assessment role was presented to the City Council on March 17 with the final assessment hearing being scheduled for April 21. However, this hearing had to be continued to May 5 to ensure that all notices were published in the legal newspaper and sent to the affected property owners within the required time frames. Enclosed on page is a summary of the final assessment rates as compared to those estimated on the Feasibility Report presented at the public hearing held on November 19, 1985. The Public Works Director will provide additional information regarding these final assessment figures at the May 5 meeting. ACTION TO BE CONSIDERED ON THIS ITEM: To close the public hearing and approve/modify the final assessment role for Project 459/Brittany 9th Addition (Streets and Utilities) and, if approved, authorize certification to the county. a FINAL ASSESSMENT HEARING 1 -' PROJECT N0: '''f59'R'z''z` SUBDIVISION/AREA: Brittany 9th Addition FINAL ASSESSMEENT HEARING: April 21, 1987 Continued to May 5, 1987 IMPROVEMENTS INSTALLED AND/OR ASSESSED: F. R. = Feasibility Report FINAL F.R. WATER RATES RATES L X' Area $ 494.44 519.00 Laterals 1,610.32 2,096.00 13 Service _ 957.85 825.00 0 Lat. Benefit/Trunk TORM ' Area 868.75 911.00. © Laterals $1,192.58 779.00 FINAL F.R. SANITARY RATES RATES Area n Laterals 2,513.34 $2,966.00 x Lateral Parcel 011-7 $4,20/.98 $4,100.00 ❑ Service Lat. Benefit/Trunk STREETS -Gravel-Base.- AX Surfacing Res. Equiv. 1 '•~• r NUMBER OF PARCELS AFFECTED: 17 NUMBER OF YEARS ASSESSED: 5 year RATE OF INTEREST: 8.5% TOTAL AMOUNT ASSESSED: 1233,085.10 (F.R. $215,021) CONSTRUCTED UNDER THE FOLLOWING CONTRACTS: 86-04 PUBLIC HEARING DATE: November 19, 1985 (1) Services include both sewer and water. $5,838.32 $3,859.00 Agenda Information Memo May 5, 1987, City Council Meeting Page Eleven COMPRI HOTEL/LIQUOR LICENSE A. Liquor License Application for Compri Hotel --The City has corresponded with the owners of the Compri Hotel and it was anticipated that a liquor license application would be received and in order for consideration at the May 5 City Council meeting. The application has not been fully processed and therefore the City Administrator is recommending continuance of this item indefinitely until the application and support information is received. For City Council information, it has been apparent during the staff review of the proposed liquor license that the hotel facility will be more of a lounge/bar facility than a restaurant and there is concern whether the criteria set forth in the City Code could be satisfied if a liquor license is to be considered for the Compri Hotel. Representatives of the Compri Hotel are aware of the City's Ordinance requirements and the concerns expressed by the City Clerk's office. ACTION TO BE CONSIDERED ON THIS ITEM: To continue indefinitely the Compri Hotel liquor license application until the application is properly completed and reviewed by City staff for consideration by the City Council. as Agenda Information Memo May 5, 1987, City Council Meeting Page Twelve WAIVER OF PLAT/STEPHEN WENSMEN B. Waiver of Plat for Stephen Wensmen, to Shift a Property Line Between Lot 10 and Lot 11, Block 2 of Mallard Park 3rd Addition --A public hearing was held by the Advisory Planning Commission at their April 28, 1987 meeting, to consider an application for a waiver of plat submitted by Stephen Wensmen that would allow a property line shift between Lot 10 and Lot 11, Block 2 of Mallard Park 3rd Addition. The APC is recommending denial. For additional information on the application for a waiver of plat, refer to the staff report found on pages � through 01.5 . For a copy of the APC action on this item, refer to those minutes enclosed on page (s) ,!, MQ . ACTION TO BE CONSIDERED ON THIS ITEM: To approve or of plat for Stephen Wensmen to shift a property line and 11, Block 2 of Mallard Park 3rd Addition. D3 deny the waiver between Lot 10 CITY OF EAGAN SUBJECT: Waiver of Plat APPLICANT: Stephen Wensman (Steph-An Homes) LOCATION: Lot 10, Block 2, Mallard Park Addition EXISTING ZONING: R-1 DATE OF PUBLIC HEARING: April 28, 1987 DATE OF REPORT: April 6, 1987 REPORTED BY: Planning and Engineering APPLICATION SUMMARY: An application has been submitted by Steph-an Homes requesting a waiver of plat in order to shift the lot line between Lots 10-11, Block 2 in the Mallard Park Addition. This waiver is needed since an existing fence for Lot 10 encroaches approximately 28" onto Lot 11 near the center of the lots. That fence tapers to the proper lot line at the rear corner of the lot. The drainage and utility easement should be redrawn so there is 5' on each side of the fence line. If approved this waiver shall be subject to: 1) The vacation of the existing easement: 'and the creation of a new easement with 5' on each side of the fence. 2) All other applicable ordinances. .- -- - Co. Rd. No. 30 DIFFLEY ROAD V . A E4.7//,/ dd TRAILWAY DR. Y L CER 1 iFi� QTS at SU? -VE'( HOME�'7, ItJC.. b�; A�j�OCi/�TED w'UIZVEY11Jl� � ENGINEEIZit�IG� , INC. 43t- �Co33 Coo, o0 s \- 3c S' MOST :E�Tti=�-L'( co2t-lEtz 910 �•, 01= Lo -r 11 t BLOC -IC -2-j MAS t_p CZp PARD- BrU ADD, �PotwiT oma- BE.41hin11NC�. s I % � /. ou �,•/�a�M - A�o o/ 0vA N z3' h / a 5ouiNE AST�2-L'c LINE o OP Lo7Il MAL LAAO PA2tc- �0,� O �V 9 z ss3• $S, > DESCRIPTION (Parcel A Lot 11, Block 2, MALLARD PARK THIRD ADDITION, accordin:z to the recorded plat thereof, Dakota Col.int•y, Minnesota, except the following described parcel: Beginning at the most easterly corner of said Lot 11; thence S 36 57'53" W along the southeasterly line of said Lot 11 a distance of 110.50 feet; thence N 23002,'07" W a distance of 2.30 feet; thence N 38000'30" E a distance of 109.37 feet to the point of beginning and there terminating. DESCRIPTION (Parcel B) 'Lot 10, Block 2, MALLARD PARK THIRD ADDITION, according to the recorded plat thereof, Dakota County, Minnesota, together with that part of Lct 11, Block 2, of said MALLARD PARI{ THIRD ADDITION, described as follows: Beginning at the most easterly corner of said Lot 11; thence S 3657'53" W along the southeasterly line of said Lot 11 a distance of 110.50 feet; thence N 23002'07" W a distance of 2.30 feet; thence N 38000'30" E a distance of 109.37 feet to the point of beginning and there terminating. I hereby certify that this survey was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. Date:_N , -4 !!� i i''7 _ �. re, -- Leiwy H? 'Bohlen Registered Land Surveyor No. 10795 as APC Minutes April 28, 1987 other than the complex sign would be no more than 27 feet in height and that the complex sign would be 32 feet, based upon information that Cliff Road would be 5 feet higher than the sight. He indicated that actually 7 pylon signs, rather than 6 were being requested and in his opinion, 8 may be allowed under the sign ordinance. He suggested that the monument signs were exempt under the ordinance. Gustafson moved, Voracek seconded the motion to recommend approval of the conditional use permits for 7 pylon and 2 ground signs, subject to the following conditions: 1. All signage will be subject to the one-time sign fee of $2.50. 2. The locations, sizes and numbers shall be determined by the Council. 3. A Signage Agreement will be signed by both the City and developer. 4. There shall be no variance from City Code. Gustafson and Voracek voted in favor; McCrea, Trygg, and Wilkins voted against; Hall abstained based upon the potential conflict, having known representatives of the applicant. McCrea indicated that there were too many signs in a residential area. Trygg indicated that for the size of the development, there were too many large signs. Wilkins indicated that there were too many signs for a residential area. McCrea moved, Trygg seconded the motion to recommend denial of the conditional use permits as being too many signs in a residential area and too many pylon signs for the size of this development. Trygg, McCrea and Wilkins voted yea; Gustafson and Voracek voted nay; and Hall abstained for.the reasons indicated above. Member Voracek indicated that the shopping center as approved, should have signs. STEPHEN WENSMAN - WAIVER OF PLAT Chairman Hall then convened the public hearing in regard to the request of the owners of Lots 10 and 11, Block 2, Mallard Park 3rd Addition, located in the northeast quarter of Section 29, on Drake Drive, for a waiver of plat in order to relocate a property line to comply with the actual location of a fence on one of their properties. Concern was expressed as to whether the request constituted'a hardship or resulted in an improvement of a plat pursuant to subdivision ordinance and whether this issue could be resolved between the parties. MM APC Minutes April 28, 1987 Voracek moved, Wilkins seconded of the waiver of plat. Voracek, yea; Gustafson and Hall voted nay. the motion to recommend denial Wilkins, Trygg and McCrea voted LAURENT ADDITION - REZONING & PRELIMINARY PLAT Chairman Hall then called the public hearing in regard to the application of Armand Laurent for rezoning of approximately 4.5 acres from A (Agricultural) to R-1 (Single Family) and a preliminary plat consisting of 2 lots on approximately 4.5 acres, located in the northwest 1/2 of Section 25, south of Golden Meadow Road. City Planner Runkle introduced the proposal. Member Wilkins questioned the need for the variance for a 40 foot frontage. Mr. Laurent's son indicated that there was an existing driveway which may be required to be moved if the lot is widened to 50 feet. Wilkins moved, McCrea seconded the motion to recommend approval of the rezoning. All voted in favor. 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 development shall install sanitary sewer and water services to the newly created lot or accurate record plans must be prepared and submitted to the City verifying the existence and locations of sewer and water services for each of the two lots. 3. This development shall accept its additional trunk area storm sewer assessment obligation for the entire area created by the newly created lot. 4. A variance from the 50 foot access requirement shall not be approved. All voted in favor. EVELAND ADDITION - REZONING & PRELIMINARY PLAT The next public hearing convened by Chairman Hall was in regard to the application of Burt Eveland for a rezoning of 4.5 acres from A (Agricultural) to 1.5 acres of Public Facilities for a fire station, and 3.0 acres for R-1 (Single Family), and a preliminary plat for the Eveland Addition located in the northwest quarter of Section 25, in the southeast intersection of Dodd Road and Diffley Road. Mr. Runkle described the proposal indicating that it was anticipated that the upcoming referendum, if approved, would provide a* .12? Agenda Information Memo May 5, 1987, City Council Meeting Page Thirteen REZONING/PONDVIEW ADDITION C. Rezoning of Approximately 30 Acres from A and PD to Commercial and Mixed Residential Planned Development --A public hearing was held by the Advisory Planning Commission at their last regular meeting held on April 28, 1987, to consider a request by Molinaro and Associates to rezone the proposed Pondview Addition from Agricultural and Planned Development to a Commercial and Mixed Residential Planned Development. The APC is recommending approval of the rezoning applications. For additional information that includes the original report written in September of 1986, and an update on the rezoning by both the Planning and Engineering Departments, refer to pages d;?g through 4Also included as a part of the staff update is a traffic impact study that was prepared by Strgar-Roscoe-Fausch, Inc. For a cop of the APC action on this item, refer to pages qk through . ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny the rezoning of Pondview Addition from A and PD to Commercial and Mixed Residential Planned Development as requested by Molinaro and Associates. D9 CITY OF EAGAN SUBJECT: UPDATE ON THE REZONING - POND VIEW P.D. APPLICANT: MOLINARO AND ASSOCIATES LOCATION: PART OF THE EAST 1/2 OF THE SE 1/4 OF SECTION 16 EXISTING ZONING: R-2 UNDER THE BLACKHAWK PARK P.D. DATE OF PUBLIC HEARING: SEPTEMBER 23, 1986, CONTINUED TO THE APRIL 28, 1987 DATE OF REPORT: APRIL 22, 1987 Attached with this update is the original staff report dated September 16, 1986, which give background information on the area being requested to be included in the Planned Development. The updated portion of this report deals with two issues, the first issue is the traffic study which was requested by the Advisory Planning Commission at either the January or February APC meeting. This traffic study report was submitted to the City staff on April 20, 1987, staff is in the process of reviewing the document and will be ready to make comments to the Advisory Planning Commission on April 28. In regard to the traffic area, it appears that the developments surrounding the Pilot Knob/Yankee Doodle intersection have been taken into account to determine the ultimate impact on the intersection of Pilot Knob Road and Yankee Doodle Road. In this analysis, it appears that approximately 95,000 trips + will be generated from all of the surrounding developments. Of the 95,000 trips approximately 50% will be generated from Town Centre 70 and only 5% of the trips will be generated from the Pond View development proposal. Therefore, the. impact appears to be minor with the trips generated from Pond View on the entire transportation system. Again, the traffic aspect will be discussed in.detail once an analysis of the traffic report has been made. The use or uses proposed are still somewhat similar to the original application submitted in September of 1986. Lot 1 - the applicants are still proposing a one-story restaurant facility seating 242 people. Lot 2 - this is still the location of the three-story motel with 110 rooms. Lot 3 - the applicant is still proposing a car care facility. This particular use has created the most concern to the City Council in regard to uses in the planned development. The multiple site on the west side of the proposed north/south street is the first area of change from the last review. Since the time the traffic study has been ordered, the Fairview Development Company has become interested in this area for an Urgent Care Facility. The major issue is signage and easy accessibility to the general public. Presently, the applicants have chosen a site that does have exposure from I -35E and also is located on part of the original graded pad for the Check Technology building. This facility is proposed to construct a 12,000 square foot one-story facility with an expansion capability of 10,400 square feet of additional space. This facility could be the start of the campus setting that the Economic Development Commission and City Council has tried to capture with the one-year development goal. As stated earlier, this use has decreased the multiple use from the original 208 to 108 multiple units proposed. At the present time, there is no specific proposal for construction of the multiple facility and the City could consider this as one of the elderly housing sites in the future if the P.D. is approved with the Urgent Care Facility directly to the north. The elderly study which has been suggested by the Council has been completed but the task force to identify locations has not been initiated at this time, therefore, any specific proposal or recommendation for elderly locations would have to be determined in the future. The last use of the parcel in the southwest corner was the townhouse site. At the present time, this site has been sold to Meritor Development who has indicated that they would like to retain the townhouse area but had no immediate plans for development. It was suggested at one time that with the 108 units of the original 208 units of multiple to the north that the density for this townhouse area be transferred north of the pond and open space be required to the south. The area now has been sold to Meritor Development and this transfer is no longer possible. It is suggested, however, that the density not be established at this time and that the number of units be proven on the site at a later point in time. The Urgent Care Facility proposed by the Ridges has a time frame that would involve starting construction as soon as possible with a goal to open the facility by December of 1987. Therefore, if the P.D. does not proceed through the development process, the applicants will have to seek an alternate location in order to meet the time schedule set forth in their development plan. The conditions of the September 16 report, are still applicable. r CONDITIONS: POND VIEW P.D. 1. The applicant and owner enter into a planned development agreement or amendment to the conditions of the planned development in accordance with the concept plan submitted for the six or seven lots proposed. 2. The overall plan be reviewed by the Dakota County Highway Department and the Minnesota Department of Transportation because this project abutts these rights-of-way. 3. A comprehensive plan amendment be processed in accordance with the particular used allowed in this plan. 4. Prior to any first phase development, the existing residents of the property be in agreement as to how and when the relocation will take place. 5. Due to the expeditious review process by the Ridges facility, it would be suggested that any of the uses not specifically approved in the concept be omitted -and carried as an outlot in order to expedite the planned development review process. This hopefully updates you as to the status of the Pond View P.D. 31 MEMO TO: ADVISORY PLANNING COMMISSION DALE RUNKEL, CITY PLANNER FROM: ENGINEERING DIVISION DATE: APRIL 23, 1987 SUBJECT: POND VIEW PLANNED DEVELOPMENT - STAFF REPORT UPDATE (TRAFFIC IMPACT ANALYSIS) The Engineering Report of October 28, 1986, is still applicable to this proposed development. However, consideration of this proposed development was continued to allow staff to do a specific Traffic Impact Analysis Study for this development in relationship to the adjacent roadway network system. In order to determine the impact of the proposed Pond View development, consideration had to be given for other potential developments within an overall study area that might affect the same roadway network system. This overall study area is bounded by Lone Oak Road on the north, Wescott Road on the south, Lexington Avenue on the east and T.H. 13 on the west. The attached map shows the study area and the current remaining or proposed future developable sites within this study area. Results of this detailed Traffic Impact Analysis Study indicate that there will be severe capacity problems on individual roadway segments and specific intersections in the year 1991 and the year 2000. However, the volume of traffic generated by this development represents a very small percentage of the overall traffic volumes and, in and of itself, does not create any of the identified traffic congestions or capacity problems at -any given location. The development, however, contributes to the growth in area traffic and as a result may be obligated to financial support of future roadway improvements. In order to properly evaluate the impact on various intersections, this study also incorporated the traffic generation considerations from the Town Centre development which includes the pending Town Centre 70 8th Addition and Town Centre 100 4th Addition proposals. Attached to this report is the "Summary of Conclusions" and "Recommended Improvements" that were identified in the Impact Study performed by the consulting engineering firm of Strgar-Roscoe- Fausch, Inc. Subsequently, with the proposed upgrading of Pilot Knob Road scheduled by Dakota County to begin in 1987, which takes into consideration this proposed development, no additional significant .improvements are anticipated or required beyond those identified in the previous staff report of October, 1986. 3:21 POND VIEW PLANNED DEVELOPMENT PAGE 2 Staff will be available to discuss in further detail the results and implications of the Comprehensive Traffic Impact Study in relationship to this proposed development at the April Planning Commission meeting. No additional conditions of approval beyond those previ, sly presented are proposed by staff. D'rector of Public Works TAC/ jj 3-3 �paD VIEW PLANNED DEVELOPMENT - ENGINEERING REPORT Page 4 10/28/86 CONDITIONS POND VIEW: 1. This development shall be responsible for extending the 12" trunk storm sewer from I -35E along with all internal storm sewer to the NWL of JP -3. 2. This development shall extend an 8" sanitary sewer under Duckwood Drive to provide service to the area to the north. 3. Council shall authorize the installation of the 30" and 12" trunk water main and the upgrading of Duckwood Drive and Englert Road to City standards prior to final plat approval. 4. This development shall be responsible for an 8' trail along Pilot Knob Road and a 5' concrete sidewalk along the south side of Duckwood Drive. 5. Dedicate ponding and utility easement for JP -3 to HWL. 6. Dedicate sufficient right-of-way for Pilot Knob Road in accordance with County requirements. 7. Dedicate the necessary drainage and utility easements in accordance with City ordinances or Staff's recommendations. 8. Responsible for trunk area assessments or upgrading of assessments for water area, storm area, water lateral benefit, Pilot Knob Road upgrading and trailway at the rates in effect at the time of final platting. 9: Include a portion of 010-76, which is east of Pilot -Knob Road, with this plat. 10. The applicant and owner enter into a planned development agreement or amendment to the conditions of the planned development, in accordance with the concept plan submitted for the 6 lots. 11. The overall plan be reviewed by the Dakota County Highway Department and the Minnesota Department of Transportation because this project abuts these right-of-ways. 12. A comprehensive plan amendment be processed in accordance with this particular plan. 13. Prior to any first phase development, the existing residents of the property be in agreeement as to how and when their relocation will take place. 24 T W cc Q I_ W (� J ° 0 ° W W z N Z } LU '3AV N010NIX31 � C3 LU 3 c N z a ¢ W ° Z 1v Z LV 0 W a m o Y 3 U a. o C O C3 w LL > w w `h r....... ....� Ir uj CL 2 w w Q a U. LL eo;x.o� I d .rte' ° o p z = Z H o E— o W Iia Tda3a3d (a7 Q o L LU t 0 Q W Y :r '- Q avO)d NvwHOVOO . i - o Cl) E W 2 to crm _ LL ai Z a s !— a 1= 0 n: obJ J � r Z �. 11 'aa NA Q 0 Lu r Q? in 0 �` N C F" W WNa:OF-O -fy N Z o- a °C CC W cn it z W 3ozzatAzmm �iy E a Z Z ~ _ aW USI- J _ WW aW O?ooa_jDa.� s WI a01-'F-xmUNa c. c am0aWLLax— Lo bJ POND VIEW DEVELOPMENT TRAFFIC IMPACT STUDY SUMMARY OF CONCLUSIONS / + The anticipated development in the study area, expected to occur by 1991, would add close to 95,000 trips per day to existing traffic. Z a Pond View development represents approximately 5 percent of all new trips generated in the study area. 3 a Development anticipated beyond 1991 would add over 5,000 trips per day if the sites analyzed are developed residential and over 48,000 trips per day if developed as commercial/office. a The level of development anticipated in the study area is of such a magnitude that serious congestion problems will occur, particularly on Yankee Doodle Road. t The key problem intersection is Pilot Knob Road at Yankee Doodle Road. The daily approach volumes at this intersection are projected to increase between 100 percent and 200 percent over existing volumes by the year 1991. a In addition to Pilot Knob, four more intersections along Yankee Doodle (up to Lexington Avenue) will be over capacity by 1991, unless certain roadway improvements are made. 7 • Even with limited roadway improvements, however, the growth in anticipated traffic is such that longer range solutions should have to be examined. These include: a- Providing six lanes of through traffic between Federal Drive and Denmark Avenue. - Providing a westbound to northbound on-ramp from Yankee Doodle Road to I -35E. This would eliminate the need for a signal at this location. Provision of a loop system of roads that would allow non - local traffic to bypass the Pilot. Knob/Yankee Doodle/I-35 ramps area of congestion. • Another option consists of controlling traffic growth by limiting the amount of development in the area, or by selecting the type of development that will reduce transportation system demand. (�1 SUBJECT: REZONING APPLICANT: MOLINARO AND ASSOCIATES - POND VIEW P.U.D. LOCATION: PART OF THE EAST 1/2 OF THE SE 1/4 OF SECTION 16 BETWEEN I -35E & PILOT KNOB ROAD EXISTING ZONING: R-2, UNDER THE BLACKHAWK PARK P.D. AND A (AGRICULTURAL) DATE OF PUBLIC HEARING: SEPTEMBER 23, 1986 DATE OF REPORT: SEPTEMBER 16, 1986 REPORTED BY: PLANNING DEPARTMENT PROPOSAL SUMMARY: The first application submitted is a request to rezone approximately 29.7 acres from R-2,in the Blackhawk Park Planned Development, and A (agricultural) to a planned development which would allow a mixed commercial multiple residential use on the 29.7 acres. The specific uses would include Lot 1, a Bonanza Restaurant consisting of 242 seats, Lot 2, a three story motel consisting of 110 units, Lot 3, a 14,000 S.F. office, Lot 4, a 14,000 S.F. office, Lot 5, a ten story 208 unit apartment and Lot 6, a 41 unit townhouse development. ZONING AND LAND USE: In the review of this 29 acre parcel it appears that a portion is within the Blackhawk Park north and a small portion of the property could be outside of the planned development depending upon where the actual road right-of-way is for I -35E. In either case, the property would require amending the zoning to allow a mixed commercial/residential planned development as specifically stated above. The Comprehensive Guide Plan had been amended in 1985 with the application of the CTC Check Technology proposal. The zoning and planned development was approved and the Comprehensive Guide did allow a change in the land use to an LB (limited business) use for the northern 10 acres of this property. Technically, a comprehensive plan amendment should be required in order to allow a higher intensity commercial use, as is now being proposed, versus the limited business which is presently on the property. BACKGROUND: In October of 1984, the City received an application from Anderson Development, Inc., proposing to construct a corporate headquarters for a company called Check Technology Corporation. 3? POND VIEW - REZONING SEPTEMBER 23, 1986 PAGE 2 •2 This development proposal consisted of a 72,000 S.F. office show room structure which was to be the corporate headquarters for Check: Technology Corporation. This request was looked at as major land use change from the 1980 Comprehensive Guide which originally designated this entire parcel as an R -II mixed residential with a density of 3 - 6 units per acre. It was in the 1984 - 1985 process that it was determined to try to coordinate the individual parcels and come up with one master plan or planned development as to how to develop this entire tract of property. It was the intention of Anderson Development to develop this parcel as a commercial facility. Needless to say, this development has not gone forward and Anderson Development is no longer involved as owners or applicants with this proposed project. The submission made in September, 1986, would consist of six lots, four commercial and two residential. The four commercial lots could possibly be conceived as a higher intensity use than what was originally proposed in 1984. The applicants have, however, done an excellent job in coordinating the entire tract of property between the residential owners - the Reeds, Mr. Cornwall on the north and Mr. Dunn on the south. The property takes into account mixed use, an overall circulation and•a fairly detailed concept plan as to how this area would be proposed to be developed. The original application also included a request for a preliminary plat in the first phase which would be the Bonanza Restaurant on Lot 1 of this development. Their detailed plans were received late by the City staff and the preliminary plat could not be processed- in time to consider the first phase development along with the overall concept of the planned development. The plans have been submitted to City staff and will be processed and scheduled for the October Planning Commission meeting for a detailed review of the first phase. Since the concept plan was fairly detailed, the staff suggested that an overall concept be looked at and a review made on the total development versus detailing one specific use. Along with the land use change, the circulation pattern has changed from the original concept. As you may recall, the original concept with the one use building had a loop circulation road running along the east property all the way down to Eng lert Road. The new circulation plan is showing a stub access on Duckwood Drive to the right-of-way of I -35E. This would allow an alternative to an overpass if in fact traffic studies and circulation patterns for Pilot Knob Road and Yankee Doodle Road would require alternate bypasses. Again, this is only a preventative measure and it is by no means suggested that it be done or would even be feasibile. The access to the project would be from Duckwood Road bisecting Lots 1 and 2, 3 and 5 and 3 and 4, thus creating a loop system with a right in, right out at Crestridge Lane and full movement from the intersection of Duckwood Drive. There is a question as to the need to provide access to the south to Englert Road in connection with this development plan. c ,. POND VIEW - REZONING SEPTEMBER 23, 1986 PAGE 3 In review of the overall land use issues, there is one comment staff .' would like to make in respect to the overall density of the development proposal. Presently the property is zoned R-2 (mixed residential) with a density of 3 - 6 dwelling units per acre allowed in the Blackhawk Park Planned Development. The application submitted is a request for a high-rise facility consisting of 208 units, 10 stories at a density of 25.3 units per net acre. This is a substantial increase in density from the original planned development agreement. The applicant is also proposing an additional 41 townhouse units on Lot 6, on the south end of this project. Staff is suggesting that some density shifts be made to potentially allow the multiple unit on the north side of the pond and the townhouse project eliminated with just open space provided. This would create the open space and transition area of this triangular piece of property for higher intensity uses on the north changing to residential south of Englert Road. In developing the plan in this manner, it would eliminate any potential need to provide access to Englert Road from the property north of the pond. This is merely a suggestion to create a buffer zone and separate these land uses. It is staff's understanding that the developer is not in agreement with this proposal and is requesting some density on the south side of the pond, just north of Englert Road. If in fact density is allowed south of the pond, some environmental issues may be triggered even though an Environmental Impact Statement has been prepared for the B lackhawk Park Planned Development. This gives you the overall concept for this planned development proposal. Again, the first phase has been submitted to City staff for a Bonanza Restaurant located on Lot 1 and if the planned development is approved, will be processed at the October 28, 1986, Advisory Planning Commission meeting. CONDITIONS: 1. The applicant and owner enter into a planned development agreement or amendment to the conditions of the planned development, in accordance with the concept plan submitted for the 6 lots. 2. The overall plan be reviewed by the Dakota County Highway Department and the Minnesota Department of Transportation because this project abuts these right-of-ways. 3. A comprehensive plan amendment be processed in accordance with this particular plan. 4. Prior to any first phase development, the existing residents of the property be in agreeement as to how and when their relocation will take place. 3� VAX';' i'SURPZY :qG !rGG GAFARDEOE R B// HTS csc 5,4 T f OB R,; SROA OF ., A A J IL QUARRY P&W 2- al.c. • —ESI 0 1.0-4 .01 ICIAr"CNr OlEAR WORKS GARA" Lk 6� IA r�r AC.. hl f, ADM. a A-' T AIL y y ICKNA&,r DO LjBPA— EA Am CmICIPAL CE*rEA F_ u1j. LBS8. � R-11 p R- I.- EMO tl, I V R-1 L �17 R-11 T tA, 4t myR-11 HALL .. ...... R-il E R-11 p R: I R-11 j LB 40 LL ,!lull 11111 � rift ' i6 � �IFt � i i� ��II 9�II 'ill �i I � t IIII T Iili r III it III) (I I IIIE iv, im q /e iii it ttt� Fin c; .1 fill '1 '11 Lau 7 ttil (``till' z N, 3 f 11-41 m 9 6 S. z k r fill 0 z IiJGEERT ' II! ;I IrSSOCI"AOT816 k I -.-' '-I POND VIEW P.U.D. PRELIMINARY PLAT THORSEN CORNWELL 6200 WILLSON Ro. it til r__11��li+ltlt1tii 1 �,r' ��/ _- ,�� �• 1111 frj 4 ��.%I! I.I r i '�r, . � � I IIIII ,iill�• c JI--- - r Ii - __ I•C THORSEN CORNWELL ° POND VIEW P.U.D. GRADING PLAN F 3 _ 5700 WILLSON RD. _ Tx- � as / � si t jl 110 _ E ROAD it POND VIEW P.U.D. LANDSCAPE PLAN THORSEN CORNWELL 6200 W"som no. EDINA MM 60414 may -7704 M APC Minutes April 28, 1987 POND VIEW P.D. - REZONING The first public hearing of the evening convened by Chairman Hall was in regard to the request of Molinaro and Associates for a rezoning and planned development for approximately 30 acres presently zoned Agricultural and Planned Development, to a Commercial and Mixed Residential Planned Development located in part of the east half of Section 16, abutting Duckwood Drive to the north, and Pilot Knob Road to the east. Mr. Runkle introduced the proposal, indicating that a Comprehensive _Guide amendment may be necessary and had been properly noticed. He also indicated that the application had been continued several times in recent months and that the application before the Planning Commission consists of 6 lots made up of the 5 lots previously requested north of the pond and deleting the lot south of the pond. The previous proposal had been for a restaurant, hotel, office building, 10 -story apartment, and 41 townhomes. The application had been amended requesting that Lots 3 and 4 allow for the construction of a car care center and general business use. Mr. Runkle advised that only recently, a new use had been proposed for Lot 5, being an Urgicare Center for Fairview Ridges Hospital. It was noted that City Council had expressed an interest in obtaining such a facility for the City and directed staff to try to accommodate such a development. It was also noted that the previous lot 6 south of the pond, had been purchased by a separate developer, Meritor Development Company, and was not a part of this proposal. Mr. Wayne Tauer, engineer representing the developer, indicated that the traffic study had now been completed and that the proposal would have less than a 5% overall traffic impact on the intersections in the Pilot Knob and Yankee Doodle area. He indicated that the uses on Lots 1 and 2 had remained the same and that the car care center could be deleted for Lot 3, with the request that Lots 3 and 4 be allowed as a General Business designation due to the high cost of the purchase of these lots, which included nice single family dwellings. He indicated that Lot 5 was to contain the Urgicare Center which is proposed to advance in two phases of construction, including a 12,000 square foot building in the first phase and an addition of 10,000 square feet in the second phase. He also indicated that what had previously been designated at Lot 7 could be elderly housing in conjunction with the medical campus. He requested that Lot 7 not be designated as an outlot unless an indication was made as -to the density to be allowed. No one from the public was present to respond. APC Minutes April 28, 1987 Member McCrea questioned how the deletion of the Meritor property would be handled, and was advised that it could be resolved through the PUD amendment process. In response to the impact of the changed uses on the traffic study, Mr. Colbert indicated that the traffic study did include an assumption for mixed uses, and that any change on traffic impact would be nominal. Member McCrea then inquired as to the agreement with the Ridges Hospital. Mr. Tom O'Connell of BTO Development was present and indicated that he had been negotiating for a site for Fairview, and that a critical stage of negotiation had been reached and conceptually agreed to approximately at 4:30 that day. He hoped a Purchase Agreement could be drawn the next day. Chairman Hall then asked whether a PUD amendment would be necessary and could be a condition of rezoning. Mr. Keller responded that the approval of the rezoning could be conditioned upon the PUD amendment which in essence was a rezoning. Mr. Hall indicated that the developer could be required to bring each lot back to the staff in regard to its proposed use as the rezoning and planned development were merely a concept plan at this time. Member Trygg questioned whether the proposal was to contain 6 or 7 lots and was advised by the developer that 6 lots were being proposed with a 7th potential lot in control of a separate developer, Meritor Development -Company. Mr. Voracek questioned the impact of the Planning Commission's decisions upon negotiations between Fairview and the developer. Ms. Meg Cleary of the Fairview corporate staff, indicated that Fairview was presently recruiting physicians for a facility in Eagan and would find another site if this site was delayed. Mr. Dunn was present and in response to questions, indicated that Lot 7 could be designated as an outlot for elderly housing. In response to Mr. Gustafson's questions in regard to the density conditions proposed, Mr. Keller advised that as a part of the amendment to planned development agreement, such a condition could be agreed upon by the developer and the City. Mr. Hall expressed concern in regard to the general business uses proposed for Lots 3 and 4, in particular the car care center. Mr. Dunn indicated that the staff report suggested that the City Council was concerned about the proposed use and that it could be a restaurant. Mr. Runkle indicated that the Council had been pursuing efforts to find a location for an Urgicare Center and had considered the Pond View site as a potential location. In reviewing the proposed site, the Council then noted the car care center proposal. Chairman Hall moved, Gustafson seconded the motion to recommend approval of the rezoning and PUD amendment subject to the first four conditions in the staff report and that Lot 7 be redesignated as Lot 6 with the condition that it contain no more than 108 units of -t Z/ APC Minutes April 28, 1987 residential use if meeting all ordinance requirements. As an additional condition, Lots 3 and 4, if used as General Business, would be restricted to not having high traffic retail such as convenience stores, gas stations, etc. Gustafson, Voracek and Hall voted in favor; Trygg, McCrea and Wilkins voted against. The motion failed to pass. Trygg moved, McCrea seconded the motion to recommend approval of the rezoning and PUD amendment and comprehensive guide amendment, subject to the condition that Lot 7, 3, and 4 be designated as Outlots. McCrea and Trygg voted aye; Voracek, Wilkins, Gustafson and Hall voted nay. Wilkins moved, McCrea seconded the motion to recommend approval of the rezoning, planned development amendment, and comprehensive guide amendment, subject to the condition that Lot 7 be designated as an outlot without stipulation as to density of residential use and that Lots 3 and 4 be designated as General Business. In addition to the 5 conditions proposed in the staff report. Wilkins voted aye; McCrea, Hall, Voracek, Gustafson and Trygg voted nay. The motion died. Voracek then moved and Wilkins seconded the motion to recommend approval of the rezoning and planned development and comprehensive guide amendment, subject to the following conditions: 1. The applicant and owner shall enter into a planned development agreement or amendment to the conditions of the planned development in accordance with the concept plan submitted for the six or seven lots proposed. 2. The overall plan shall be reviewed by the Dakota County Highway Department and the Minnesota Department of Transportation because this project abuts these rights-of-way. 3. A comprehensive plan amendment shall be processed in accordance with the particular use allowed in this plan. 4. Prior to any first phase development, the existing residents of the property shall be in agreement as to how and when the relocation will take place. 5. Lots 3 and 4 shall not be used as convenience retail or motor fuel sales generating a high volume of traffic. 6. The lot designated as Lot 7 shall be platted as an outlot. The motion passed with Hall and Gustafson voting no, and McCrea, Voracek, Wilkins and Trygg voting yes. Agenda Information Memo May 5, 1987, City Council Meeting Page Fourteen REZONING/PRELIMINARY PLAT FOR BRITTANY 10TH ADDITION D. Rezoning of 17.5 Acres from A to R-1 and a Preliminary Plat Consisting of 31 Lots Entitled Brittany 10th Addition --A public hearing was first held at the March 26, 1987 APC meeting, to consider applications submitted by Brittany Estates, Inc., for the rezoning of 17.5 acres from Agricultural to R-1 (Single Family) and a preliminary plat entitled Brittany 10th Addition. The item was continued for further review and consideration by City staff and the Advisory Planning Commission. At a public hearing held by the APC on April 28, the APC is recommending approval of both applications. For additional information on the staff report and a copy of a petition that was submitted by the residents iving in the Beacon Hills Addition, refer to pages Al? through . The Parks and Recreation Advisory Commission is recommending that a land dedication be made which will provide for the property adjacent to Walden Heights Park. The City's Comprehensive Guide Plan and Parks System Plan both designate a neighborhood park in this vicinity. The Advisory Parks and Recreation Commission has expressed concern that continued parcelling of the Brown property for development purposes without a land dedication or enforceable contract, which provides for future land dedication, could leave the City without the required parkland at some time in the future. For a copy of the APC minutes on this item, refer to page (s) �%•►�`f ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny the rezoning of 17.5 acres from A to R-1 and a preliminary plat consisting of 31 lots and entitled Brittany 10th Addition. Q r7 M MEMO TO: CHARLES HALL, CHAIRPERSON, & ADVISORY PLANNING COMMISSION FROM: ASSISTANT CITY ENGINEER FOERTSCH DATE: APRIL 23, 1987 SUBJECT: ADDENDUM TO THE MARCH 12, 1987, STAFF REPORT FOR THE BRITTANY 10TH ADDITION In response to concerns expressed at the March 26, 1987, public hearing and the attached "Beacon Hill Residence Appeal", the following items have been reviewed by staff. Commission member Voracek expressed concern about the drainage swales mentioned in the March 12 staff report. Staff has reviewed the drainage swale issue and recommends that Condition #14 be added to the March 12 staff report. Condition #14 should read as follows: "Overland drainage swales shall be provided along the side lot lines between Lots 29-30, Lots 19-20 and along the proposed storm sewer inlet to Pond LP -6. The outlet of the drainage swale shall be no higher than 2' above the low point in the street." Staff recommends that Condition #10 of the March 12 staff report remain. Further research has revealed that State Statute prohibits an upgrade in the tax structure based on platting alone. The balance of the Brown property can be platted as an outlet and still retain its "green acre" status. In response to the attached letter addressed to the Planning & Engineering Departments, staff has the following responses to the residents' concerns. The .residents suggest that an outlet road east to Pilot Knob Road be constructed. Topography precludes this as being a feasible connection. .The development proposes a stub street across the street from proposed Lots 12 and 13. The proposed stub street to the east would ultimately connect with Thomas Lane in the Walden Heights Addition. The development also proposes a stub street to the north for the ultimate connection to Cliff Road. Item #14 of the attached letter can be added as Condition #15 in the staff report. Staff has reviewed the 50' buffer issue and feels that the developer is proposing minimal impact on the 50' wide strip between Beacon Hill and the proposed Brittany 10th Addition. Assistant City Engineer MFP/jj Attachment is CITY OF EAGAN SUBJECT: REZONING & PRELIMINARY PLAT (BRITTANY 10TH ADDN.) APPLICANT: BRITTANY ESTATES, INC. 1 LOCATION: NE 1/4, SECTION 31 EXISTING ZONING: A (AGRICULTURE) DATE OF PUBLIC HEARING: MARCH 26, 1987 DATE OF REPORT: MARCH 12, 1987 REPORTED BY: PLANNING & ENGINEERING APPLICATION: Two separate applications have been submitted requesting a Rezoning of 17.5 (A) Agricultural acres to an R-1 (Single Family) district and a Preliminary Plat for the Brittany 10th Addition. This plat contains 31 lots and is located along Covington Lane just east of Beacon Hill Road. This plat is consistent with the 'Comprehensive Guide Plan that designates this area as D-1 (0-6 units/acre). HISTORY: The previous August 1986 proposal for Brittany 10th was for 180 lots on 99 acres extending north to Cliff Road. That application was amended to 130 lots on the southerly 59 acres of the site. The APC recommended continuance of the proposal in order to schedule a neighborhood meeting to address the questions and opinions of the surrounding property owners. The applications were withdrawn at the developer's request before any formal action was taken. The revised site plan is nearly identical to that portion of the previous submittal. ZONING & LAND USE: All lots exceed the 12,000 s.f. 85' width at the setback line and 50' minimum curb line requirements. The lots range in size from 13,500 s.f. to 34,000 s.f. and average 19,082- s.f. The gross density is 1.8 units per acre. The southern cul-de-sac is 700' long and will need a variance approval from the 500' maximum length requirement. The Brittany/Beacon Hill areas are heavily .wooded and contain some of the most rugged and heavily wooded topography in Eagan. Special care should be demonstrated while tree clearing. 1( 9 S, r+ :4b GRADING/DRAINAGE: This proposed development consists of heavily wooded and rolling topography with steep slopes and maximum elevation differentials of 60 ft. There are several depressed low areas that will serve as ponding areas. Staff recommends that all disturbed areas have a maximum slope of 3:1. This slope is the maximum slope which is maintainable. Otherwise, the developer will have to construct retaining walls for disturbed areas with slopes exceeding 3:1. The developer is proposing to create a new storm water detention pond in the south central area of the development. The developer shall supply to the City the pond design data and the City will incorporate this pond into the City's overall storm water management system. An emergency overland outlet for this pond should be provided to the southwest through the backyards. The lowest basement elevation for any house adjacent to the pond shall be 3 ft. above the high water level of the pond. A 12" R.C.P. outlet storm drainage pipe shall be provided for the drainage of a depressed low area in the southwest corner of the development. The outlet for the low area shall be constructed to the west to Pond LP -5. An easement will be required on this plat and from lots 1, 2 and 3, Block 1, Brittany 7th Addition, for said storm sewer construction. Along the west and south edges of the development, the existing trees should be protected. The trees will serve as a buffer between the proposed development and the existing single family homes. Also, the backyard drainage patterns along the west and south edges of the development shall accommodate existing backyard drainage from the surrounding single-family homes. The proposed grading and drainage plan provides for the south half of the development draining to a new pond in the south central area of the development and then piped to Pond LP -5. The new pond will be drained by a storm sewer line that will discharge into Pond LP -5. The outlet for Pond LP -5 is through an existing storm sewer line that goes north through the Beacon Hill Development to Pond LP -57. The north half of the development is proposed to drain to the north to Pond LP -6, which presently does not have an outlet. Pond LP -6 is also the proposed. outlet for Pond LP -57 which has a maximum discharge rate of 36.3 c.f.s. The Comprehensive Plan requires a storage volume of 99.9 acre feet for Pond LP -6 and this storage volume requirement must be maintained. A pumping station and force main outlet is necessary to be constructed in conjunction with this development to provide an outlet for Pond LP -6. The pumping station will discharge the water into the existing storm sewer system within the Walden Heights subdivision and this existing storm sewer drains to the north to Thomas Lake. Pond LP -57, located in the northwest corner of this development and along the east edge of the Beacon Hill development, currently. has a temporary pumping station and force main outlet into the existing storm system on Cliff Road. The temporary pumping station shall be ---laced with a gravity storm sewer line from Pond LP -57 to Pond LP - 6. 570 The construction of Pond LP -6, the gravity outlet for Pond LP -57 and the pumping station outlet for Pond LP -6 are all necessary to provide adequate drainage to this development and the surrounding drainage basin. Because these construction items have not been authorized, this development cannot proceed until Council has authorized their installation. The proposed storm sewer line in the southwest corner of the development shall be constructed all the way to the normal water level of Pond LP -5. Also, a catch basin shall be installed on this line in the backyard area of Lot 20 to drain the backyards of Lots 7, 8 and 15 through 20. The catch basin will help to prevent storm water runoff from draining across the Beacon Hill development. Because of the rolling topography, approach the City's maximum of development has met the 20 street 100 ft. for street intersections. there are some street grades that 80. It also appears that the grade requirement for the first Overland drainage swales shall be provided from the low points in the streets to the nearby ponds. The emergency overland drainage swales will drain along common side lot lines from the street to the outlet point. The drainage swales will provide for an emergency overland outlet for storm water runoff in case the inplace storm sewer system is unable to handle the total runoff. The emergency outlet should have an elevation no higher than 2 ft. above the elevation of the low point in the street and it should be lower than the surrounding houses. UTILITIES: Sanitary sewer of sufficient size, capacity and depth exists along the north edge of the development. The area is proposed to be served by the 24" trunk sanitary sewer facility that is located approximately 400 ft. north of Covington Lane. The alignment of the 8" sanitary sewer line that serves this development and connects to the existing 24" trunk sanitary sewer line shall follow the alignment of the future ,street stubbed to the north off Covington Lane. Based on the information shown on sanitary sewer line that will be Pond LP -6 will be too shallow to the southeast side of the pond. overall plan and submit it t undeveloped areas surrounding tl sanitary sewer. the preliminary utility plan, the installed along the south side of serve the undeveloped area along The developer should prepare an D the City that shows how the is development will be served by Water main of sufficient size, capacity and pressure is available and has been stubbed to this development from the surrounding developments to the west and south. The City's Water Distribution Plan requires the looping of a 16" water main from the Brittany 9th Addition area to the Hillcrest Addition's west property line. The 16" water main would go through this development, Outlot A of the Walden.Heights 1st Addition, and the undeveloped area in between. The length of the 16" water main that would be required to complete the loop is approximately 1,600 a,. ft. The Council shall authorize the installation of the 16" trunk water main prior to final plat approval unless the developer intends to install the trunk water main privately. The alignment of the 16" trunk water main should follow the alignment and final street grades of the future streets and the developer shall submit his overall street layout to the City for the undeveloped area to the east. The 8" water main within the Beacon Hill development on Covington Lane shall be extended to the southeast through this development to connect to the proposed 16" water main on Sherwood Way. The developer's utility plan showed this line as a 16" line, but an 8" line is large enough to serve this residential development. This 8" water main is not considered a trunk water main. It is considered a lateral necessary to serve this development plus the undeveloped areas to the north and east as the areas are developed in phases. The future lots along the north side of the proposed Covington Lane will all require sanitary sewer and water services to be provided to them as a part of this development. STREETS/ACCESS/CIRCULATION: Access to the proposed development is readily available through the existing residential developments to the west and south. This development will improve street circulation for the homes in the Brittany 3rd, 6th, 7th, 8th and 9th Additions by providing an access from the north to these areas and eliminating a long dead-end street system on Sherwood Way. This development proposes to connect Sherwood Way along the south end of the development with Covington Lane along the west end of the development. The street layout also includes two cul-de-sacs which are necessary because of the rugged topography and dense woodlands. Covington Lane in the Beacon Hill development is classified as a neighorhood collector street with a 5 ft. sidewalk along the north side. Therefore, the extension of Covington Lane through this development shall be constructed to the standards of a neighborhood collector street with a 5 ft. sidewalk. This street oversizing requirement should be the full responsibility of this development. The future street to the north from Covington Lane will be located between Ponds LP -57 and LP -6. At least 10 ft. of fill will be necessary to construct the street between the ponds and the fill will encroach into the natural ponding area of Pond LP -6. In order to maintain the storage volumes that are necessary for the two ponds, plus construct a new street between theponds, it may not be possible to have buildable lots along the future street in the area between the ponds. The City will require that a new access street be constructed from Cliff Road tothe south and to this proposed plat to eliminate complaints from existing residential property owners due to the construction activity generated by this new development. EASEMENTS/RIGHT-OF-WAY/PERMITS: The ponding easement for Pond LP -6, along the northeast edge of this development, shall be dedicated to 15 incorprate 99.9 acre-feet of storage volume. Also, the ponding easement for Pond LP -57, along the northwest edge of this development, shall be dedicated. An easement needs to be dedicated for the proposed gravity storm sewer line from Pond LP -57 to Pond LP -6. Also, an easement shall be dedicated for the proposed lift station #21 and the 8" force main that will serve as the outlet for Pond LP -6. The alignment of the easement for the proposed force main shall follow the alignment of the future streets wherever possible. The future lots along the north side of proposed Covington Lane will have their backyards abutting Pond LP -57 or Pond LP -6. The plat shall show the lot lines going all the way to the ponds and the ponding easements shall be shown on the plat. The new pond that will be created in the southeast portion of the development shall have a ponding easement dedicated for the area of the pond to it's high water level. Additional common side and rear lot utility easements will be necessary based on the final storm sewer layout. Also, this development shall dedicate sufficient drainage easements to incorporate the required overland drainge swales as defined by the final approved grading plan. This development shall be responsible for dedicating an 80 ft. right-of-way for Covington Lane in the area where the street will be the neighorhood collector street. The remaining section of Covington Lane plus the other internal streets shall have a 60 ft. right-of-way. This development shall also be responsible for dedicating a minimum 20 ft. utility easement over any public utilities not installed within public right-of-way. In areas where the utilities are greater than 20 ft. deep, the easement width shall be increased to a minimum of 30 ft. No unusual permit requirements are anticipated beyond the normal MPCA, MWCC and Dept. of Health review for sanitary sewer and water extensions. PLAT: The developer shall plat all the property south of Cliff Road, east of Beacon Hill and west of Walden Heights as an outlot and all the necessary easements shall be provided and shown on the plat. A proposed final grading plan shall be 'submitted for ponding areas LP -6 and LP -57. This plan shall indicate the normal water elevations, the high water elevations and shall provide for the required acre feet of storm water storage volume. GRADING/DRAINAGE & SOIL EROSION CONTROL PLAN: See attached letter from the Dakota County Soil and Water Conservation District for requirements and recommendations. ASSESSMENTS: This property will be responsible for water area and storm sewer trunk area assessments at the rate in effect at the time of final plat approval. The estimated areas and 1987 rate is calculated as follows: 53 ITEM Water Area 18 acres Storm Sewer Trunk Area 748,080 sf 16" Lateral Benefit From Trunk Water Main 500 if RATE $1,250/acre 0.053 24.94 AMOUNT $25,000.00 41,556.24 12,470.00 $76,526.24 Note: This developer has petitioned for trunk storm sewer. The adjacent benefitting properties will be assessed a trunk area assessment and these costs will be identified in a feasibility report. The city will require that a 16" water main loop be constructed through this project from Sherwood Way of the Brittany 9th Addition to the east. The adjacent benefitting properties will be assessed for a trunk area assessment and a lateral benefit from trunk water main and these costs will be identified in a feasibility report. S `F CONDITIONS: BRITTANY 10TH ADDITION 1. This development shall comply with all applicabale standard engineering conditions. 2- All utility and drainage easements shall be dedicated as referenced in this staff report. 3- Right-of-way shall be dedicated for Cliff Road as required by Dakota County. 4- The City shall approve all phasing plans. 5- This development shall dedicate ponding and utility easements for Pond LP -6 along with a proposed grading plan to incorporate 99.9 acre/feet of storage volume. 6- This development shall dedicate ponding and utility easements for Pond LP -57 as required by City staff. 7- This development shall be responsible for all trunk area assessments and lateral benefit from trunk assessments concerning this proposed development at the rates in effect at the time of final platting. 8- All costs of internal public improvements within this development shall be the sole responsibility of this development. 9- A public street shall be constructed from this development to Cliff Road to eliminate some of the complaints from existing residential property owners due to additional residential traffic and construction activity generated by this new development. 10. The developer shall plat the balance of this property south of Cliff Road as an outlot and this outlot shall indicate all the necessary easements as required by staff. 11. A proposed 16" trunk water main shall be looped through this proposed plat and if it is proposed to be constructed publicly, it shall be petitioned for and ordered by the City Council prior to final plat approval. 12. All standard platting conditions shall be adhered to. 13. A variance for the cul-de-sac in excess of 500' shall be granted. ss 1 _ ¢�+=Ei SFIIflI IIT t C D�Hni� r/ �JNTY PARK . 5(9 f SNOI110OV H16 'H1B 'HU kNV111813 ! / I az 47 *Z. _J W IL -- O O "•_ ,�/ 1.. 'it`d r_\� ��I w �� _ I_I Q ULU *_ \�____ Wil. .,� .:L — \... �.�•;.• \s Q cr IL LU CD _ _ _.. •,\ ' '�•i:Y%• ifs.. _: ._-_ I •'�''. .. - :�. .may :j.,•--• .:��..i:. �.. �r: Illi R � O e R '• ■ I I _�, 1 SN'0111�I71t H18'F12B HtL AtJyll!ti9`, 1; i � I. iF}�INrP .n meii✓/rw ay jer wq ii 1 • r 1.11:1!' 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I__. -I �I� .02• ^`I //ly �-' PARKVIcP/ ,•LQ,LT,; q' '� II p �... k 1 �.... GOLF f JI r�� I k1.+4i_ 1+---! �I 'jkr._ '• A -.-� 1-`� 1 COURSE x\-�'.93&3 .�r�- 1i••i_,„( L .S;-2r 0,�_ v �•L�r:,{•:;,:;::;•':::;::;::;-:::�:8; 92 .0- SDSDF 9/15.4 F' jl A P 47 . .930 L=4 007./ 97.3 t � 914.8 P^cF 9t JLCte I I_.....f... i1.i9177 LP -56 ! c LP -13 92_x:3 `° _!1•%� s,� LP -7 971.6'.3 f'J X920.4 t:S 19: Aix' �J 922.0 LP .3 .�-- -y 1( PARK 893.3 1- i r1"\f7 900.0---_-LPr__ ( I `� -9Zt 2 �r"' ti 887.0 925.0 N� 8971 DAKOTA 'r`!JNT� )2• %-=��-- '�� -�-PKL i tS�GiJ. e. J i SF�SEN_ _ tf I i LP -2 Ler yI -14 DA KOiFr�+jCOUN I ;Y PARK 9zp SUBJECT PARCEL BRITTANY 10th FIG. *1 city of eagPUBLIC STORM SEWER approved: standard �' PUBLIC ���� WORKS m 0 DEPARTMEN MASTER PLAN N i o (7 I 7 OW ►I a m D m a W Ui 00 a �--- ;Il� BRITTANY 7TH, STH, 9TH ADDITI NS li / Z j • /�/� , .cn m 33 �, II CA) co AP I s 1. BTM, 9TH AOORI NS /re- e-1-0 r ©sem l Socn the Eagan Planning Commission will approve the plans for Brittany 10th addition. With this will come the opening of Covington Lane to the east of Beacon Hill Road. As the land east of Beacon ?sill becomes completely developed, residents of Ridge Cliff and Beacon Hill will notice a dramatic increase of traffic throughout their neighborhood. Safety for our children will decline with this traffic. There will also be an increase in noise from vehicles. This may make the area less desirable resulting in lower value for our homes. It does not have to be this way. We CAN fight city hall on this. It is possible to keep Covington closed and still provide another means of access for Brittany. A road serving this area could come in off of Pilot Knob Road from the east. There is undeveloped land that would allow this without disturbing existing neighborhoods. This may not be CONVENIENT for the city, but let's do what's best for our neighborhood. SHOW UP AND BE HEARD. C 0 i`le e7 i /1� U e,� C�a c� /ylA 7: AC:6 APPEAL TC THE CITY OF EAGAti This concerns the ap; lication for rezoning_ identified as rrittany 10th addition — Brittany Estates, Inc. ✓urine the March 26th meeting, Planning Commision members expressed concerns about the " piecemeal develcprent" of this prime lard. These concerns prompted the com..c:ission to delay action for a month. This follows the same path the City Council recently took when they required improver"ents before they approved Bridal Ridge and it's sister development ( to be located near Wescott Rd. ). Final approval__ for these developments was also postponed for a month to allow needed chances. These will now be carefully planned neighborhoods retaining much of the natural topography. Following this thou g::tful.examwle mill allow Brittany to become a pleasant development instead of an ill prepared one. Thi first concern is the extension of Covington Lane. We propose keeping this street a dear: end at it's present location just east of Beacon `hall Rd. Opening this street would add an unbearable amount of traffic to the Beacon Lill and Ridge Cliff ( east of Johnny Cake Rd. ) neighborhoods. We don't need this added danger for our children. Motorists will use the quickest route leading to the main thoroughfares during rush hours. Just one child beinginjured or killed from this added traffic will be one too many. Both existing and planned developments will get along just fine without the continuance of Covington Lane. The alternative? The city has the legal ability to create an outlet street going east from this proposed development to Pilot Knob Road ( see enclose map ). Tiis would have no l0 q effect on presently established neighboncco s. 'The concern expressed about the topography not being suitable for this proposed road is not realistic. One has only to look at the alterations to the land that were made when Beacon Hill was developed, along with the proposed topography work for Brittany, to see that almost anything can be done. Saecial attention should be naid to the last two sentances from the first page of the Planning and Engineering report ( March 12 ) or. Brittany 1016-h Addition. 71his is " some of the most rugged and heavily wooded topography in Eagan". We do not believe there is a strong enough effort being made to protect as much of these natural areas as possible. Two items that should be added to the conditions page are as follows; 14. The developer shall excercise special care so as to retain the heavily wooded topography of this development. 15. '-he developer shall keep a minimunn of a 50' natural buffer zone between Beacon Hill and Brittany 10th Addition. Future conveyances of 'Lots shall contain a covenant prohibiting development within these natural buffers. These two items can be accommodated at no cost to the city or the developer. Rather, they will add to the value of the lots adjoining this buffer. Everyone would enjoy the natural beauty and additional privacy this natural buffer would allow. We would like the Planning Commission and the Planning and Engineering department to address these proposals and recommend them at the April Planning Commission meeting. Respectfully, 5 /0leaSe 7L01-4 1jq,q e �9 M� a ADDRESS 777 B-�� � ' J. Al -743 mo- Y 7 90 ,ec- C.C. ?':avor Bea Elo?'. U1st i� Thomas Egan, ''heodore Jachter, James A. Smith, Vic Ellison. Advisory Planning Commission Members: Joseph Harrison, Charles Fall, Doris Wilkins, ran Mc C. -ea, David Gustafson, Lori ''vrR-g, Rcn Voracek, Joseph Krisrik; City Planner: Dale Runkle &I C S 6 r -J, P 9 19. C L R� 4 A P x! T 1846 -43 910.0 GL P 8-�Y8 9/E.: 2 3 r T 850 ccl y 3 7,1 I,' H 0 �,S P. I'S Q 2 2�9 T 882.0 E --T 6 08929 7 ,fin I UITHL tSFrF BP- 15 -�4 16 -LP E84 5 L.S. C, L.S.-3j P . I " - �' , 1 Jtoil, C -PL 5 0'- 24-- 05 V "j 2 SA FA R 16:0AT 00 F "' "' r A T 6P E PAG'A. -7 2 926.0 7 -8 P - 12 JOH n r. 1 D7 L 02 911: u • 's 0. Z 7 18, k JA P'. -.,-.,,A :** I X el .,.X::: L 1 -A, 9/4: :0 1 8 �-'F Y PARKLP - 59 693.3 900.0 1, � , � 8 e 6 C C,�j $E LP -53 r ifs BP 011 -0- 27 Bp -8 F4B II -qcao., P tl A Y, y r -6 54,11 T- 9 -P1 8P '34 988.0 1006.0 L PARKVIEW GOLF COURSE -20 A L P 915.4 LP -56 --..-964.0, LP -7 C,-\ Li P- 3 6870 69T. / [14 Kn TA '7r'UNT%' LP -2 9l 7.3 V N............... Jj LP -13 920.4 .2 9250 j- I -IS DA Kc�,-"k-c UN ,Y -r-A RK 9201, . ................ ................ ................ ................ ................ " .............. ................ ................ ................ SUBJECT PARCEL r -��s- re�+-}oFiO�+-obQo BRITTANY 10th city of eagan STORM SEWER PUBLIC WORKS , DE,:1ARTNIENTMASTER PLAN FIG. -5P1 approved . I standard . plate -: APC Minutes April 28, 1987 BRITTANY 10TH ADDITION - REZONING & PRELIMINARY PLAT Chairman Hall then called the second hearing of the evening in regard to the application of Brittany Estates, Inc. for a rezoning of 17.5 acres from (A) Agricultural to R-1 (Single Family) and a preliminary plat consisting of 31 lots located along Covington Lane, just east of Beacon Hill Road in the northeast quarter of Section 33. City Planner Runkle introduced the proposal indicating that it had been continued from a previous meeting, and that the Comprehensive Guide Plan provides some protection that park land would be dedicated with future development. City Engineer Mike Foertsch indicated that the engineering questions raised by the neighboring land owners had been addressed in his report and that an outlet street to Pilot Knob Road was not feasible due to the steep topography. He also advised that a 50 foot buffer between the Beacon Hill area and the proposed development do not appear to be necessary due to the topography and the fact that basically the back yards of the developments adjoined each other. Mr. Tollefson was present and indicated that he had discussed the Planning Commission's concerns with the owner of the balance of the parcel, Mr. John Brown. He indicated that Mr. Brown was opposed to making an outlot of his entire acreage and was not willing to sell park land at this time. However, Mr. Brown had agreed to all the necessary easements to facilitate the development of Brittany 10th Addition. Mr. Tollefson also indicated that the proposal providing lift station and outlets for storm water would help resolve the storm water runoff problem experienced by Beacon Hill and would provide a circular traffic route for the 175 homes located along Sherwood Way. Mr. Dennis Ellingson, a Beacon Hill resident, was present and reiterated the resident's concerns regarding traffic and the possibility that additional development could occur without access to Cliff Road. He suggested that access to Cliff Road should be a condition of the development. Mr. Colbert indicated that he agreed that access should be required for any development after this development, to Cliff Road and/or Walden Heights Addition. Mr. Tollefson noted that there were 14 additional lots that could be developed along the streets proposed for this development. Mr. Matt Jacobson of Beacon Hill Road questioned the feasibility for access to Pilot Knob Road. Mr. Colbert indicated that in addition to the topography, there was no plan for the Diamond T Ranch to develop and in addition, Covington Lane had always been intended to be a neighborhood collector street. Mr. Jacobson suggested that there be a woodland buffer and tree preservation between the developments. IV &9 APC Minutes April 28, 1987 Mr. Dean Jensen, 1555 Sherwood Way, expressed concern regarding storm sewer --construction. Mr-: Colbert advised that the lack of permanent facilities was one of the causes of the high water on his property, and advised that the alternate proposed by Mr. Jensen was not a feasible route. Mr. John Kaye'of Beacon Hill Road expressed concern regarding the natural pond area on his property. Member McCrea questioned the price -of the lots and homes which Mr. Tollefson indicated would range around $45,000.00 for lots and $200,000.00 + for homes. In response to member Trygg's concerns, Mr. Runkle indicated that a cash park dedication would be required. McCrea moved, Voracek seconded the motion to recommend approval of the rezoning from A (Agricultural) to R-1 (Single Family). All voted in favor. Voracek moved, McCrea seconded the motion to recommend approval of the preliminary plat, subject to the following conditions: 1. This development shall comply with all applicable standard engineering conditions. 2. All utility and drainage easement shall be dedicated or acquired as referenced in this staff report. 3. Right-of-way shall be dedicated for Cliff Road as required by Dakota County. 4. The City shall approve all phasing plans. 5. This development shall dedicate and/or acquire ponding and utility easements for Pond LP -6 along with a proposed grading plan to incorporate 99.9 acre/feet of storage volume. 6. This development shall dedicate and/or ,acquire ponding and utility easements for Pond LP -57 as required by City staff. 7. This development shall be responsible for all trunk area assessments and lateral benefit from trunk assessments concerning this proposed development at the rates in effect at the time of final platting. 8. All costs of internal public improvements within this development shall be the sole responsibility of this development. 9. The developer shall dedicate or acquire all of the easements across the Brown property deemed necessary by staff. 10. A proposed 16 inch trunk water main shall be looped through this proposed plat and if it is proposed to be constructed publicly, it shall be petitioned for and ordered by the City Council prior to final plat approval. At -7 0 APC Minutes April 28, 1987 11. All standard platting conditions shall be adhered to. 12. A variance for the cul-de-sac in excess of 500 feet shall be granted. 13. Overland drainage swales shall be provided along the side lot lines between Lots 29 - 30, Lots 19 - 20, and along the proposed storm sewer inlet to Pond LP -6. The outlot of the drainage swales shall be no higher than 2 feet above the low point of the street. 14. The developer shall exercise special care so as to retain the -heavily wooded topography of this development. 15. A cash or land dedication shall be required pursuant to Park Commission review. 16. Staff will work with the owner of 1555 Sherwood way in regard to the storm sewer line routes. All voted yea. CLIFF ROAD SHOPPES - PRELIMINARY PLAT Chairman Hall then convened the public hearing in regard to the request of Western Commercial Properties, Inc. for a preliminary plat for one lot containing a 68,560 square foot shopping center located on 7.88 acres in an NB (Neighborhood Business) district within the Winkler -Jackson Planned Development located west of Slater's Road, in the northwest quarter of Section 31. City Planner Runkle introduced the development and reviewed the issues that had been addressed by the developer as previously expressed by the Planning Commission. Mr. Tim Menning of Amcon Corporation, was present and indicated that the developer was willing to slope and plant the church property to avoid a retaining wall. This was also true of the border along the south portion of the development. Mr. Mike Finnisey, a neighboring property owner in Burnsville, was present to express concern in regard to traffic on Cliff Road, and the desirability of a shopping center. Mr. Bruce Olson of the River Hills Homeowners Association was present to express concern in regard to density and traffic resulting from the shopping center. Pursuant to member Wilkins' question, Mr. Runkle indicated that a 20% lot coverage was now -being provided. Mr. Menning indicated that any inconsistency in computation would be resolved by the developer agreeing to meet code requirements. It was indicated that the turning areas for the trucks had been resolved in a manner that would not interfere as much with customer traffic. 4. 1 Agenda Information Memo May 5, 1987, City Council Meeting Page Fifteen PRELIMINARY PLAT/CLIFF ROAD SHOPPES E. Preliminary Plat for Lot 1 Containing a 73,115 Square Foot Shopping Center Located on a 7.88 Acre NB District within the Winkler Jackson PD --A public hearing was held in March by the APC to consider an application for a preliminary plat for the Cliff Road Shoppes Addition which consists of 73,115 square feet of shopping center on 7.88 acres contained within the Winkler Jackson PD. There were five (5) issues raised by the APC at the March meeting, including lot coverage, landscaping, roof top screening, grading and drainage and utilities and street/infrastructure. The APC considered the additional staff comments and public input at the April 28 meeting, and in action taken by the APC is recommending approval to the City Council for the preliminary plat. For additional information on this item, refer to the original and revised report prepared by the Planning and Engineering Departments found on pages r7:5 through 10 . For a copy of the APC minutes, refer to page(s)10?-1Q1 ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny the preliminary plat entitled Cliff Road Shoppes, located within the Winkler Jackson PD, west of Slaters Road. MEMO TO: CHAIRMAN HALL AND ALL ADVISORY PLANNING COMMISSION MEMBERS FROM: PLANNING AND ENGINEERING DEPARTMENT DATE: APRIL 15, 1987 SUBJECT: CLIFF ROAD SHOPPES At the March APC meeting, this item was continued so that these five major issues could be addressed in greater detail. Lot coverage, landscaping, roof top screening, internal circulation and engineering concerns. The original report has been attached for comparison reasons. LOT COVERAGE The revised plan has reduced the building coverage to 68,560 S.F. (20% of gross area, 20% of net area), 20% is allowed in NB districts. The breakdown is as follows: Food Market Retail Drug Store Building Pad 24,360 S.F. 30,360 S.F. 8,800 S.F. 5,040 S.F. 68,560 S.F. Based upon strict retail only use, 375 10' wide parking stalls are required. 377 have been provided. Of these, 20 along the west side of the building could cause service problems and should either be eliminated or moved to the southeastern portion of the site. LANDSCAPING A revised landscape plan has been submitted that begins to satisfy the performance standards of the City's Landscape Policy. The final plan will need to be submitted on a grading plan to ensure proper parking lot screening and plant material selection. Berming will be necessary along Cliff and Slater's Road where possible. The building sits rather high on the site especially in relation to the residential (R-3) land to the south. That project has been submitted for staff review and should be scheduled for the May, APC meeting. None of the existing oaks on the commercial proposal will be saved with this grading plan. ROOFTOP SCREENING The applicant intends to keep all fan units within 12' of the parapet wall for the retail/drug store portions of the building and 25' for the food market. The parapet will be built tall enough to eliminate on and off site views of the fan units. Related to the building design, a rear (southern) elevation has been submitted. The prefinished metal band area has been continued to this side with a painted rock faced block. The block color should: match the color of the brick or else brick should be used. ri J JS/jh Ll GRADING/ DRAINAGE: The proposed development consists of rolling topography with dense grass cover on the north half and thick woods along the southerly boundary. The development is proposing to cut approximately 20 ft. +/- off of the existing hill in the center of the proposed development. Adequate ponding exists south of the proposed development. The pond is a designated storm water detention pond as outlined in the City of Eagan's Comprehensive Storm Sewer Plan. The developer proposes to drain his development into this designated storm water pond. The developer shall be responsible for installing internal storm sewer facilities necessary to handle runoff generated by this development. The internal storm sewer system as proposed by this development is inadequate in addressing these needs. The development is providing drainage for Mary, Mother of the Church as requested by staff as a result of the development altering the natural drainage in its southwest corner. The proposed fill section in the southeast corner of the development exceeds the maximum 3:1 slope allowed by City standards. The proposed grading along the westerly boundaries satisfy the 3:1 criteria. UTILITIES: Sanitary sewer and water main of sufficient size and depth have been provided adjacent to the proposed development along Salter Road. The adequacy of the private internal water main system will be determined during the building permit application process. STREETS/ACCESS/CIRCULATION: In accordance with recommendations from the Dakota County Highway Department, the developer has proposed the following: 1. A right -in only entrance from Cliff Road along the northerly end of the development. 2. Right -of -access dedicated to Dakota County along the northerly line of the development adjacent to Cliff Road. 3. Full access to the proposed development will be provided from Slater Road in two locations. In response to concerns expressed by the Advisory Planning Commission concerning truck traffic circulation, the developer has proposed a 30' wide roadway through the development. The developer has provided adequate turning room for truck maneuvering along the southerly, westerly and northerly portions of the development. EASEMENTS/RIGHT-OF-WAY/PERMITS: In accordance with a recommendation from the Dakota County Highway Department, the development has proposed to dedicate a 75' half right-of-way for Cliff Road. Staff recommends the development also ri 4 dedicate a 20' slope easement along Cliff Road for future upgrading of Cliff Road. The slope easements required along the westerly and southerly boundaries of the development will be the responsibility of this development. The development will also be responsible for obtaining appropriate storm sewer easements from the property to the south. ASSESSMENTS: There were no changes to the assessments as outlined in the March 18, 1987, staff report. REVISED CONDITIONS: CLIFF ROAD SHOPPES The first 11 conditions as outlined in the March 18 staff report will not change. 12. The development shall obtain the appropriate slope easements from the adjacent property owners along the west and south of the development. 13. The development shall provide adequate storm sewer in the southwest corner of the development to handle the runoff from the Mary, Mother of the Church. 14. A manhole shall be installed at the right-of-way line of Slater Road where the existing sanitary sewer stub was made. 15. Adequate water main and hydrants shall be the responsibility of this development. 16. A 75' half right-of-way for Cliff Road shall be dedicated. 17. This development shall dedicate right -of -access to Dakota County along Cliff Road. 18. Access to the development from Cliff Road shall be a right -in only maneuver. No exit onto Cliff Road will be allowed. 19. The development shall dedicate a 20' slope easement for future Cliff Road upgrading. 20. Entrances to the development from Slater Road shall be 30' wide with a 30' radius on the curb returns. The entrance road along the southerly portion of the development must meet the maximum allowable 20 approach grade. 21. Appropriate storm sewer easements shall be the responsibility of this development. 22. The developer shall revise his internal storm sewer configuration so that it adequately intercepts the runoff generated by the development prior to being drained onto Slater Road. 23. The development shall be responsible for its development related assessments at the rates in effect at the time of final plat approval. 24. The development shall be responsible for erosion and sediment control measures in accordance with Dakota County SWCD recommendations. � n R n " ,,,= \� - ,. ||�■ � w;! ' � § 2 � 2-_,2�.�. ©,� . ~ �� » w • q .. 6�! �» � . .. !R■ R n " ,,,= - ,. ||�■ � w;! ' � § 2 � 2-_,2�.�. ©,� . ~ �� » w • q .. w .. a � � , � jp .� O ac I nc MO a. I - AM mm tII �r7, S P Z- ol I Pz =4 CL 'm / i A \12Z Z. M :0 T4 CLIFF ROAD SHOPPES AAMCONI CLIFF RD. & SLATERS RD. EAGAN, MINNESOTA is I I EXCEP"W.v SI; ir• p .0A I I • I^ =? 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I ® A twu atsrtarw u.unn n. uuuwl I\ I l EAGAN, MINNESOTA CITY OF EAGAN SUBJECT: PRELIMINARY PLAT (CLIFF ROAD SHOPPES) .APPLICANT: WESTERN COMMERCIAL PROPERTIES, INC. LOCATION: OUTLOT DOAK CLIFF ADDITION, WINKLER/ JACKSON PD. EXISTING ZONING: NB (NEIGHBORHOOD BUSINESS) DATE OF PUBLIC HEARING: MARCH 26, 1987 DATE OF REPORT: MARCH 18, 1987 REPORTED BY: PLANNING AND ENGINEERING DEPARTMENTS APPLICATION: An application has been submitted requesting a prel- iminary plat for the Cliff Road.Shoppes Addition. This plat con- sists of a 65,815 sq. ft. strip center and a 5,000 sq. ft. building footprint on 7.88 acres located at the southwest intersection of Cliff and Slaters Road. The Winkler/ Jackson PD Agreement desig- nates this parcel NB as does the January 1987 Land Use map. ZONING AND LAND USE: Currently, this is a vacant grassland along Cliff Road. As you go south the land rises to a highpoint near the center of the site. It then becomes heavily wooded and falls rapidly towards Outlot B which is designated mid -density residential. To the west is the City boundary and the Mary Mother of the Church fa- cility. The strip building will be anchored by a 24,000 sq. ft. food market and 8,840 sq. ft. drug store. The remaining retail use may include a 500 seat theater and typical neighborhood retail uses. The allow- able building coverage for NB districts is 20%. This proposal is Over that limit by 2,600 sq. ft. (21% coverage). The parking required for the plan as is would be 387 stalls - 408 have been provided. Of these 94 have a 9' width and are proposed for employee use only. Both parking and building setbacks meet Code conformance. A 20' parking setback is required along the southern property line since the adjacent land use is residential. The City Landscape Policy requires: 1) all loading areas shall be suitably screened from all public roads and 2) parking areas shall be screened from all public roads and from different land uses. The submitted landscape plan would not adequately screen this pro- ject from the residential area to the south. The proposed grading plan shows a rapid drop from the parking area to the property line. Additional plant material will be needed to screen the area. It should have a mixture of overstory, understory, deciduous trees along with evergreens and shrub mmassings. The landscape plan must be drawn on a grading plan in order to do a proper review. The sizes listed meet the minimum Policy .standards. PRELIMINARY"PLAT - (CLIFF ROAD SHOPPES) 2 Building elevations have been submitted showing most sides except for the back side that abutts the residential area. There should be a committment for the architectural design prior to the preliminary plat approval. All building mounted signage will be subject to the one time sign fee. If -a pylon sign is requested it will be subject to a seperate conditional use permit or it shall be approved now, located 10' within the property lines and be less than 125 sq. ft. per side with a 27' maximum height. GRADING/ DRAINAGE: The proposed development consists of rolling topography with dense grass cover on the north half and thick woods on the south half. There is a hill in the center of the site with slopes going down on all sides. The drainage on the north side of the development is served by a small ditch along Cliff Road. The ditch will be replaced by a gravity storm sewer system when Cliff Road is upgraded and a trailway will be added along the south side of Cliff Road. Pond AP -10 is along the southeast corner of the development. From the hill in the center of the development to the pond there is a grade differential of 50 ft. The side slope along the north edge of the pond is wooded and has a 3:1 slope. Staff recommends that this side slope be protected and left in its natural state except for a 30 ft. strip along the alignment of the proposed storm sewer line that will discharge into the pond. The woods and pond will be a natural buffer between this commercial development and the residential areas to the south. Staff recommends that the developer revise the proposed grades in the northwest section of the development. The grades should be raised to match the church parking lot to the west and to match the future trailway along Cliff Road. By raising the grades in this area, then the first floor elevation of the proposed building in the northwest corner will be higher than the street grade on Cliff Road. The proposed grading plan shows a one-to-one slope along the west property line and this does not meet City standards. Staff recommends that the developer obtain a slope easement from the adjoining property to the west to allow the slope to be graded at a 3:1 rate. The proposed street grades for the parking lot and driveways in the north and west portion of the development shall be increased to meet the City's standard of is for minimum street grade. The existing church parking lot to the west currently drains to the low area in the southwest corner of the development. The proposed grading plan shows that the low area will be filled, therefore, this developer shall provide for -a gravity storm sewer line to the west property line that will be designed to handle 14 cfs. t� M -UTILITIES: Sanitary sewer and water main of sufficient size, capacity and depth is available and has been stubbed to this development. An additional 80 ft. of water main plus a hydrant shall be added to the proposed water main layout along the north end of the development. The hydrant is required to provide fire protection to the northerly portion of the development. An additional 250 ft. of water main plus a hydrant shall be added to the proposed water main layout in the center of the development. This hydrant is required to provide fire protection to the proposed buildings in the center of the development. STREETS/ACCESS/CIRCULATION: The attached letter from the Dakota County Highway Department recommends that the access to this development shall be from Slaters Road and that no access shall be allowed onto Cliff Road. See Exhibit A. Therefore, the developer shall revise the street circulation plan to comply with the County's recommendation. The two accesses to this development will be to Slaters Road. The intersection of Slaters Road and Cliff Road is a signalized intersection with left -turn lanes. EASEMENTS/RIGHT-OF-WAY/PERMITS: Staff recommends this development dedicate a 75 ft. half right-of-way for Cliff Road. Also, because of the potential grading required to upgrade Cliff Road, staff recommends this development provide a 20 ft. slope easement adjacent the northerly boundary of this development. Depending on the final approved grading plan, additional slope easements may be required from the adjoining properties to the west and south. No unusual permit requirements are anticipated. A revised preliminary layout plan should be submitted to Dakota County to allow them to review the proposed improvements along Cliff Road. ASSESSMENTS: The following assessments were levied against this property: PROJECT # DESCRIPTION USAGE 64 Sanitary Sewer Trunk --- 64 Water Area S.F. 198A, 227A, 186A Storm Sewer Trunk S.F. 275A Slater Road S.F. 275 Water Main Lateral Benefit S.F. 254 Water Area S.F. 400 Storm Sewer Upgrade C/I There are no pending assessmetns. The following are proposed assessments: PROJECT # DESCRIPTION USE RATE QUANTITY ASSESSMENT 275A Watermain Lateral Upgrade C/I $8.08/ff 533.71/ff $4,312 275A Slater Road Upgrade C/I 46.93/ff 533.71/ff 25,047 Cliff Road Trailway 12.40/ff 658.28/ff 8,163 254 Water Area Upgrade C/I 19.50/A 7.88/A 15,130 (A'9.r-N I ri rrrr:z) ! I DAKOTA COUNTY HIGHWAY DEPARTMENT 7300 WEST 147th STREET, SUITE #402 March 6, 1987 Mr. Tom Colbert, P.E. Director of Public Works City of Eagan 3830 Pilot Knob Rd. Eagan, MN 55122 Re: Preliminary Plat and Site Review Cliff Road Shoppes Dear Tom: DAVID L. EVERDS, P.E. COUNTY ENGINEER (612) 431-1150 APPLE VALLEY, MINNESOTA 55124 Review of the subject proposal was made with the developer and Larry Figgins of this office several weeks ago and with Pete Sorenson of this office at your APC Staff Review meeting on March 2, 1987 where several issues surfaced. This letter is to advise you of our position regarding this property along the south side of CSAH 32 (Cliff Rd.) west of Slaters Road. We fully anticipate a divided highway design from this property westerly into Burnsville and as such, the property dedication for highway right-of-way is 75' from the centerline of Cliff Road. The proposed site plan indicates a driveway onto CSAH 32 (Cliff Rd.) immediately west of the end of the inplace median. This driveway is too close to Slaters Road and due to the median and left turn lane and Cinnamon Ridge Trail to the north, safe ingress and egress is jeopardized. We are recommending that the full access to this property be from Slaters Road and that no access be allowed onto CSAH 32. Yours very truly, David L. Everds, P.E. County Highway Engineer DLE/PLS/bv cc: Gary Erickson Gary Stevenson Jim Sturm T mnthv t.lnnni nn �6k AN FC 1 JAI OPPOPLIT11TY FMPI nYFR MINNESOTA SOIL AND WATER March 11, 1987 C- Y. N- f�./ 7– DAKOTA DAKOTA COUNTY SOIL AND WATER CONSERVATION DISTRICT CONSERVATION DISTRICTS To: Mike Foertsch City of Eagan From: Lynn M. ChakoianDakota County County SWCD RE: Cliff Road Shoppes Preliminary Plat BACKGROUND Farmington Professional Building 821 Third Street Farmington, MN 55024 Phone: (612) 463-8626 AMCON has submitted a preliminary plat proposal for Cliff Road Shoppes. Plans include a site plan, grading and utility plan and an erosion control plan. The erosion and sediment control plan submitted with this plat was incomplete. The "General Criteria" and the "Checklist" for an erosion and sediment control plan should be used in developing this plan; a site map and accompanying narrative should be included. SOIL RESOURCES Two textures of soil are found on this site: sandy loam and Kennebec variant silt loam areas are present. The sandy loam area has a seasonal watertable that is greater than 5 feet below the surface. The Kennebec series (identified in green on the attached site plan) presents limitations for the development. The seasonal water table is at a depth of +1-2 feet. The soil survey indicates that this watertable is perched. 1) Soil borings by a geotechnical firm should focus on confirming that the water table is perched. 2) Removal of this wet soil material and replacement with appropriately compacted fill should be planned. AN EQUAL OPPORTUNITY EMPLnZa. ��� WATER RESOURCES The water body affected by this plan is AP -10; this pond is proposed to be used for stormwater coming from the site. The pond is near a single family residential area and also has an outlet in place. For these reasons, it is important to protect this pond from upland runoff and sediment from this construction site. In order to protect the pond, we suggest the construction of a temporary diversion along the southern boarder of the property. A depressional area exists along this boarder and could be used to store diverted water from the southeastern corner of the site. We suggest stockpiling the wet soils, that need to be excavated from the site, along the southern edge of the site and continue the diversion for a short distance along Slater Road (identified in red on the attached site plan). This will divert water around the south east corner of the site and into the basin. Proper installation of silt curtain along the south boundary before placing fill would also be necessary. EROSION AND SEDIMENT CONTROL: The erosion and sediment control plan submitted with this plat was incomplete. Some specific information follows that may be useful in preparation of the plan. EROSION CONTROL MEASURES In the Water Resources section of this letter the issue of protecting the pond AP -10 was covered. On this site the southeastern corner is where all the stormwater is directed and we suggest creating a diversion from this corner to the south boundary of the site. Another concern is revegetation of the area disturbed with installation of the storm sewer pipe down to the pond AP -10. 3) Erosion control measures should be in place during and after this storm sewer construction; the disturbed area should then be immediately seeded and mulched to stabilize the steep slope. 4) Within two days of completion of rough grading, the site should be seeded and mulched to stabilize the disturbed areas. Seeding and mulching details, as identified on the "Checklist", should be specified. 1�3 Structural measures needed for erosion control on this site may include: 5) Some provisions to protect the pond AP -10 during and after storm sewer construction and some way to stop the drainage from spilling over the southeastern corner of the site. 6) Silt fence along Cliff Road and Slater Road. It would be preferable to have a 20 foot buffer of natural vegetation to insure the effectiveness of the silt fence. 7) Temporary gravel construction entrance (see enclosure). 8) Stormsewer inlet filters until pavement is in place and disturbed areas are revegetated (see enclosure). EROSION CONTROL MANAGEMENT Erosion control measures should be installed before grading begins. All erosion and sediment measures should be regularly inspected and maintained as needed. 9) The individual responsible for maintenance must be identified on the plan. 10) Schedules for installing utilities, revegetation of those disturbed areas, building construction and blacktopping are required. Especially on this site, these schedules will impact what erosion control measures will be necessary. 11) Disposition of erosion and sediment control measures needs to be addressed. Include a contact person responsible for final clean up of the site. 1-2) lie recommend that a statement be placed on the development plan indicating that the builders will be responsible for erosion and sediment control during construction. OTHER COMMENTS A gully is present from the church parking lot on the south west corner of this development. This could potentially undermine fill placed in the area; corrective measures should be considered. CONCLUSIONS We understand, that with any new program, it takes time to educate those involved in developing adequate Erosion and Sediment Control Plans. We hope that acceptable erosion control plans are submitted with future Preliminary Plats. Ile recommend that the Preliminary Plat be approved, but that a revised Erosion and Sediment Control Plan be submitted and approved before a grading permit is issued. - cc: AMCON Probe Engineering Company, Inc. a ,�...1 C� NTY STATE T AID �•'r HIGHWAY H0. y 32 -� , ..+.'.. 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I � � I II 1 '° :s o ttAl I I I I I$ T ;p• "9 ' II I II ( VIII y ° I I 'IT, I I I II —in n-1 1111111) i T CLIFF ROAD SHOPPES AMC ®IV 1 CLIFF RD, & SLATERS RD. I I ALP'. co.urouro. sonrnalm....,nuln l EAGAN, MINNESOTA a njo9 o° +� i • � I I;x I 7 'o m — '1n . I � 1 0 z :•n5 T CLIFF ROAD SHOPPES AMC ®IV 1 CLIFF RD, & SLATERS RD. I I ALP'. co.urouro. sonrnalm....,nuln l EAGAN, MINNESOTA njo9 o° +� i r m 7 'o P0 mac Qo3 �o. T CLIFF ROAD SHOPPES AMC ®IV 1 CLIFF RD, & SLATERS RD. I I ALP'. co.urouro. sonrnalm....,nuln l EAGAN, MINNESOTA i T 1 i u u h 1 /'— or x< m ; n O xi c= a n a C l O - 1 CLIFF ROAD SHOPPES- } CLIFF RD. $SLATERS RD I l M.G. ae'tv1'. ccrm iuncnu�.......... EAGAN, MINNESOTA O � A ... 6 I / x Lo N Z I m L1 9 I n D O 1\ Z I C l O - 1 CLIFF ROAD SHOPPES- } CLIFF RD. $SLATERS RD I l M.G. ae'tv1'. ccrm iuncnu�.......... EAGAN, MINNESOTA O � A ... � �1 O Co 8 3 m T !Ijf 3 z � o VL Co .r r .r.I I J'D3 t exl:er•rroly rr m yr 4 ` v i Q • • b r_ N s m _1` 01 S� �I�t ! W N �r C!1 Com, J'D3 IN 11 m C: m 00 00 Pip flag C) .1. Li 6 6 T4 x TW co z m n C: u G) x m CA) CA) g�s. R5 ILI if NIGH SCHOOL d5. V/ 74 T* Iry LIJ m L R 23 Y1 Z 77'? - 7 5.4/, -T/ 151 ?4AU 153 46.0/72.0 T ,VT� r 12!" / 16 9 - 0. 156 152 39.0/65.0 86.0/95. 16.0/95. DAKOTA; COUNTY PARK 11;1 IP 111 :C,t � j CLIFF ROAD SHOPPES ................. .................. ................. .................. SUBJECT PARCEL I FIG. +3 City of eagan approved: standard PUBLIC WATER plate WORKS MASTER PLAN DEPARTMENI to r- r APC Minutes April 28, 1987 11. All standard platting conditions shall be adhered to. 12. A variance for the cul-de-sac in excess of 500 feet shall be granted. 13. Overland drainage swales shall be provided along the side lot lines between Lots 29 - 30, Lots 19 - 20, and along the proposed storm sewer inlet to Pond LP -6. The outlot of the drainage swales shall be no higher than 2 feet above the low point of the street. 14. The developer shall exercise special care so as to retain the heavily wooded topography of this development. 15. A cash or land dedication shall be required pursuant to Park Commission review. 16. Staff will work with the owner of 1555 Sherwood Way in regard to the storm sewer line routes. All voted yea. CLIFF ROAD SHOPPES - PRELIMINARY PLAT Chairman Hall then convened the public hearing in regard to the request of Western Commercial Properties, Inc. for a preliminary plat for one lot containing a 68,560 square foot shopping center located on 7.88 acres in an NB (Neighborhood Business) district within the Winkler -Jackson Planned Development located west of Slater's Road, in the northwest quarter of Section 31. City Planner Runkle introduced the development and reviewed the issues that had been addressed by the developer as previously expressed by the Planning Commission. Mr. Tim Menning of Amcon Corporation, was present and indicated that the developer was willing to slope and plant the church property to avoid a retaining wall. This was also true of the border along the south portion of the development. Mr. Mike Finnisey, a neighboring property owner in Burnsville, was present to express concern in regard to traffic on Cliff Road, and the desirability of a shopping center. Mr. Bruce Olson of the River Hills Homeowners Association was present to express concern in regard to density and traffic resulting from the shopping center. Pursuant to member Wilkins' question, Mr. Runkle indicated that a 20% lot coverage was now being provided. Mr. Menning indicated that any inconsistency in computation would be resolved by the developer agreeing to meet code requirements. It was indicated that the turning areas for the trucks had been resolved in a manner that would not interfere as much with customer traffic. r /o7 APC Minutes April 28, 1987 Voracek moved, Trygg seconded the motion to recommend approval of the preliminary plat, subject to the following conditions: 1. All standard plat conditions shall be adhered to. 2. A landscape plan shall be submitted with special emphasis on screening the residential property to the south. This plan shall be drawn ona proposed grading plan. A financial guarantee shall be drawn on a proposed grading plan. A financial guarantee shall be included and not released until one year from the installation date. 3. The building coverage shall not exceed the 20% allowed by code. 4. If 94 nine foot stalls are allowed, a variance shall be granted. 5. Building elevations for all sides shall be submitted prior to preliminary plat approval. The materials and colors shall also be selected. 6. All signage shall be subject to the one time sign fee of $2.50 per square foot sign fee. 7. One pylon sign shall be approved with this plat if it meets all code requirements listed in the staff report and subject to the sign fee. 8. All building fan units shall be suitably screened. 9. All trash facilities shall be located within the building and be approved by the Fire Marshall. 10. This plat shall be subject to a parks dedication fee. 11. The development shall be responsible for an 8 foot bituminous trailway along Cliff Road. 12. The development shall obtain the appropriate slope easements from the adjacent property owners along the west and south of the development. 13. The development shall provide adequate storm sewer in the southwest corner of the development to handle the runoff from the Mary, Mother of the Church. 14. A manhole shall be installed at the right-of-way line of Slaters Road where the existing sanitary sewer stub was made. 15. Adequate water 'main and hydrants shall be the responsibility of this development. ski APC Minutes April 28, 1987 16. A 75 foot half right-of-way for Cliff Road shall be dedicated. 17. This development shall dedicate right -of -access to Dakota County along Cliff Road. 18. Access to the development from Cliff Road shall be a right - in -only maneuver. No exit -onto Cliff Road will be allowed. 19. The development shall dedicate a 20 foot slope easement for future Cliff Road upgrading. 20. Entrances to the development from Slaters Road shall be 30 feet wide with a 30 foot radius on the curb returns. The entrance road along the southerly portion of the development must meet the maximum allowable 2% approach grade. 21. Appropriate storm sewer easements shall be the responsibility of this development. 22. The developer shall revise his internal storm sewer configuration so that it adequately intercepts the runoff generated by the development prior to being drained onto Slaters Road. 23. The development shall be responsible for its development related assessments at the rates in effect at the time of final plat approval. 24. The development shall be responsible for erosion and sediment control measures in accordance with Dakota County SWCD recommendations. 25. Developer and staff shall work together with the neighbors to the west and south to provide appropriate berming and landscaping. All voted in favor. THOMAS LAKE CENTER - CONDITIONAL USE PERMIT The fourth public hearing of the evening convened by Chairman Hall was in regard to the application of Linvill Properties, Inc. for conditional use permits for 7 pylon and 2 ground signs located on Lots 1 through 4, Block 1, Safari at Eagan, along the north side of Cliff Road, west of Thomas Lake Road, in the southwest quarter of Section 28. Mr. Runkle introduced the application indicating that the signs were not 300 feet apart when ground signs were included. Mr. Bob Vanney of Heise Vanney & Assoc. Architects, was present on behalf of the developer and in addition to a sign consultant, Mr. Jim Briggs, and Ralph Linvill. Mr. Vanney indicated that all signs Agenda Information Memo May 5, 1987, City Council Meeting Page Sixteen CONDITIONAL USE PERMIT/THOMAS LAKE CENTER F. Conditional Use Permit for Pylon Signage at Thomas Lake Center -- A public hearing was held by the Advisory Planning Commission at their last regular meeting held on April 28, 1987, to consider an application by Linvill Properties, Inc., developers of Thomas Lake Center, requesting six (6) pylon signs in addition to two (2) seven foot tall ground signs for the Thomas Lake Center. The APC is recommending denial of the pylon signage plan submitted by Linvill Properties, Inc., stating that there are too many signs included in the proposal. For additional information on this item, refer to the Planning Department report, a copy is enclosed on pages through jj„for your review. For a copy of the APC action, refer to page(s)11.3 +11q ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny the conditional use permit for Linvill Properties, Inc., referred to as the Thomas Lake Center. I(o CITY OF EAGAN SUBJECT: CONDITIONAL USE PERMIT (SIGNAGE) APPLICANT: LINVILL PROPERTIES, INC. LOCATION: THOMAS LAKE CENTER - SW -%4- SECTION 28 EXISTING ZONING: CSC (COMMUNITY SHOPPING CENTER) WITHIN BLACKHAWK SOUTH PD DATE OF PUBLIC HEARING: APRIL 28, 1987 DATE OF REPORT: APRIL 15, 1987 REPORTED BY: PLANNING DEPARTMENT APPLICATION SUMMARY: An application has been submitted by Linvill Properties, Inc. developers of Thomas Lake Center requesting six pylon signs along with two 7' tall ground signs for that facility. The Preliminary Plat itself was approved by the Council on April 7. The signage proposal was continued by the APC in March so the dev- eloper and City could agree on an overall sign package instead of individual requests. The main pylon sign (type A) would be located just east of the Cliff Road entry and be 37' tall with approximately 125 sq. ft. of signage area. Code states a 27'maximum height unless the sign is for a Major Complex. Then the size shall be determined by the Council. The five other secondary pylons are 28' tall with a 125 sq. ft. of signage area per side. There would be a minimum 300 lineal feet as required by Code between signs along Cliff Road but there is not 300' between signs (including the.ground signs) along Safari Boulevard and Thomas Lake Road. The proposed ground signs would be less than 7' tall. CONDITIONS: 1. All signage will be subject to the one time sign fee of $2.50. 2. The locations, sizes and numbers shall be determined by the Council. 3. A Signage Agreement will be signed by both the City and developer. lk\ -old =s 2.0 _MMIT- 33IN33 3,10-1 SVKOHI � ; asp APC Minutes April 28, 1987 16. A 75 foot half right-of-way for Cliff Road shall be dedicated. ,17. This development shall dedicate right -of -access to Dakota County along Cliff Road. 18. Access to the development from Cliff Road shall be a right - in -only maneuver. No exit onto Cliff Road will be allowed. 19. The development shall dedicate a 20 foot slope easement for future Cliff Road upgrading. 20. Entrances to the development from Slaters Road shall be 30 feet wide with a 30 foot radius on the curb returns. The entrance road along the southerly portion of the development must meet the maximum allowable 2% approach grade. 21. Appropriate storm sewer easements shall be the responsibility of this development. 22. The developer shall revise his internal storm sewer configuration so that it adequately intercepts the runoff generated by the development prior to being drained onto Slaters Road. 23. The development shall be responsible for its development related assessments at the rates in effect at the time of final plat approval. 24. The development shall be responsible for erosion and sediment control measures in accordance with Dakota County SWCD recommendations. 25. Developer and staff shall work together with the neighbors to the west and south to provide appropriate berming and landscaping. All voted in favor. THOMAS LAKE CENTER - CONDITIONAL USE PERMIT The fourth public hearing of the evening convened by Chairman Hall was in regard to the application of Linvill Properties, Inc. for conditional use permits for 7 pylon and 2 ground signs located on Lots 1 through 4, Block 1, Safari at Eagan, along the north side of Cliff Road, west of Thomas Lake Road, in the southwest quarter of Section 28. Mr. Runkle introduced the application indicating that the signs were not 300 feet apart when ground signs were included. Mr. Bob Vanney of Heise Vanney & Assoc. Architects, was present on behalf of the developer and in addition to a sign consultant, Mr. Jim Briggs, and Ralph Linvill. Mr. Vanney indicated that all signs if (13 APC Minutes April 28, 1987 other than the complex sign would be no more than 27 feet in height and that the complex sign would be 32 feet, based upon information that Cliff Road would be 5 feet higher than the sight. He indicated that actually 7 pylon signs, rather than 6 were being requested and in his opinion, 8 may be allowed under the sign ordinance. He suggested that the monument signs were exempt under the ordinance. Gustafson moved, Voracek seconded the motion to recommend approval of the conditional use permits for 7 pylon and 2 ground signs, subject to the following conditions: 1. All signage will be subject to the one-time sign fee of $2.50. 2. The locations, sizes and numbers shall be determined by the Council. 3. A Signage Agreement will be signed by both the City and developer. 4. There shall be no variance from City Code. Gustafson and Voracek voted in favor; McCrea, Trygg, and Wilkins voted against; Hall abstained based upon the potential conflict, having known representatives of the applicant. McCrea indicated that there were too many signs in a residential area. Trygg indicated that for the size of the development, there were too many large signs. Wilkins indicated that there were too many signs for a residential area. McCrea moved, Trygg seconded the motion to recommend denial of the conditional use permits as being too many signs in a residential area and too many pylon signs for the size of this development. Trygg, McCrea and Wilkins voted yea; Gustafson and Voracek voted nay; and Hall abstained for.the reasons indicated above. Member Voracek indicated that the shopping center as approved, should have signs. STEPHEN WENSMAN - WAIVER OF PLAT Chairman Hall then convened the public hearing in regard to the request of the owners of Lots 10 and 11, Block 2, Mallard Park 3rd Addition, located in the northeast quarter of Section 29, on Drake Drive, for a waiver of plat in order to relocate a property line to comply with the actual location of a fence on one of their properties. Concern was expressed as to whether the request constituted a hardship or resulted in an improvement of a plat pursuant to subdivision ordinance and whether this issue could be resolved between the parties. Agenda Information Memo May 5, 1987, City Council Meeting Page Seventeen REZONING/PRELIMINARY PLAT/VARIANCE FOR LAURENT ADDITION G. Rezoning of Approximately 4.5 Acres from A to R-1, Preliminary Plat Consisting of Two Single Family Lots Entitled Laurent Addition and a Variance Request for Lot 1 to Allow a 40 Foot Frontage Instead of the 50 Foot Frontage as Required --A public hearing was held at the April 28, 1987 APC meeting, to consider three (3) applications submitted by Armand Laurent of 776 Golden Meadow Road, requesting a rezoning of 4.5 acres from A to R-1, a preliminary plat for Laurent Addition Consisting of one 3.2 acre lot and a second lot which is 1.3 acres in size. A variance was also requested for Lot 1 to allow a 40' frontage instead of the 50' setback requirement. The APC is recommending approval of the rezoning and preliminary plat applications and a denial for the variance application. For a copy of the City staff report, refer to pages Igo through iiAand for a copy of the APC action on this item, refer to page I a T-. ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny 1) the rezoning of 4.5 acres from A to R-1, 2) a preliminary plat entitled Laurent Addition and 3) a variance to allow a 40' setback instead of the 50' setback requirement on Lot 1. //S CITY OF EAGAN SUBJECT: REZONING, PRELIMINARY PLAT, VARIANCE (LAURENT ADDITION) APPLICANT: ARMAND LAURENT LOCATION: NW34- SEC 26 EXISTING ZONING: A (AGRICULTURAL) DATE OF PUBLIC HEARI:1G: APRIL 28, 1987 DATE OF REPORT: APRIL 13, 1987 REPORTED BY: PLANNING AND ENGINEERING APPLICATIONS: Separate applications have been submitted by Armand Laurent of 776 Golden Meadow Road' requesting a Rezoning of 4.5 Agricultural (A) acres to R-1 (Single Family), and a Preliminary Plat for the Laurent Addition. This plat consists of 1 - 3.2 acre lot containing the Laurent home, and another 1.3 acre lot. The Comprehensive Guide Plan designates this area D-1 (0-6) units/acre. All surrounding land uses are single family. The Variance is requested since Lot 1 has 40' of frontage - 50' is required. The existing house is more than 250' south of the curbline and the width is not desired for that lot. Lot 2 is 118' wide and exceeds all R-1 requirements. GRADING/DRAINAGE: There is no grading or-. site development work proposed with this subdivision. It is merely splitting a large lot, to create a second buildable lot. Any excavation activity will be taking place under the authority of a building permit issuance. UTILITIES: Sanitary sewer and water main of sufficient depth and capacity was recently installed within Golden Meadow Road as a part of the Sunset 3rd Addition to the north. The developer indicates that two individual sets of sewer and water services were installed with this previous improvement to this property in anticipation of the lot split. This will have to be verified through additional investigation as existing record plans do not reference these service installations. STREETS: Golden Meadow Road adjacent to this development was recently upgraded to its ultimate design section and is adequate to handle this proposed development. ASSESSMENTS: This proposed development participated in the cost to install the existing streets and utilities under a private development contract for the Sunset 3rd Addition. No additional assessment obligations are outstanding for these existing lateral facilities. Trunk area assessments have been previously levied for sanitary sewer, water and storm sewer. However, the trunk area storm sewer assessment was levied against only the first 16,500 sq. ft. of each acre due to its homesteaded large lot status at that time. Therefore, the newly created parcel will be responsible for this trunk area storm sewer assessment over its entire acreage (1.3 acres) with the previous large lot storm sewer assessment being allocated against the existing homesteaded site. This is identified as follows: Item Quantity Rate Amount Project # Trunk Area Storm 56,628 sf $0.053/sf $ 3,001 383 Sewer Final figures will be based on final plat area calculation and rates in effect at the time of final plat approval. 1r7 0 1 A CONDITIONS: LAURENT ADDITION 1. All standard platting conditions shall be adhered to. 2. A Variance for the 40' Lot 1 width shall be approved. 3. This development shall install sanitary sewer and water services to the newly created lot or accurate record plans must be prepared and submitted to the City verifying the existance and locations of sewer and water services for each of the two lots. 4. This development shall accept its additional trunk area storm sewer assessment obligation for the entire area created by the newly created lot. Ilq Preliminary Plat For: LAURENT FIRST ADDITION Armand Laurent 776 Golden Meadow Road + r Eagan, MN 55123 1 _ Sheet 1 of 3 DELMAR H. SCHWANZ LAND SURVEYORS INC Ro,q."pIPA Under Law< of The Slate t,I Minnesota 14750 SOUTH ROBERT TRAIL ROSEMOUNT. MINNESOTA 55066 PHONE 612 423.1769 SURVEYOR'S CERTIFICATE S!. 11?!SE': T HIFL' A0C,I'or i l:1' 'v 5 89 "44 `36 I Golden Meadow �w Roaa + �40 % 118 O I / / I1b 1 1O L,, ON I 1 Q t•�a � iii ' c•�., i ,� 1 1 3 CL L! C._ 3q 3a'' ce- �A BLOC M 9st \ \ I �45Ern�1T 1 / 664 — _ 97 i 76/. D — SodTN/�/E of �c/ltJ �¢ vs 9-P ¢4 `36 "E S� ss, ra�,✓, �223w nn q n 1%W'% NE11G� C 2 "'L, A0DITIOi� 7� I.. v�..v ►.�ulii'� Proposed drainage and utility easements to be 10 feet in width and adjoining Golden Meadow Road and 5 feet in width adjoining side and rear lot lines. `—C)► MINNESOTA EGISTRATION NO 8625 Sheet 2 of 3 Sheets LAURENT FIRST ADDITION r- DELMAR H. OCHWAN2 k4w SWAITOW mac. N "Oftna INor Oa .11M am .1 rrrriir 147H DMITH IIOi[IrT TINWL *0061164NT, �O A 41242wi 'r _.►moi Y ..,...ix ..�-r�� Legal Description: All that part of the Northwest Quarter of Section 25, Township 27 North, Range 23 West of the 4th P.M., described as follows: Commencing at a point on the south line of said Northwest Quarter 639.5 feet west of the southeast corner of said Northwest Quarter, said point being in the centerline of the Dodd Road as now laid out and traveled; thence along the centerline of said Dodd Road on an assumed bearing of North 1 degree 12 minutes 53 seconds East, 226.8 feet; thence North 7 degrees 24 minutes 53 seconds East, 265.97 feet to a point in the centerline of Dodd Road which is 490 feet north of the south line of said Northwest Quarter, said point to be known as point A; thence South 89 degrees 44 minutes 36 seconds West, and parallel with the south line of said Northwest Quarter, 770 feet to the point of beginning of the property to be described; thence continuing South 89 degrees 44 minutes 36 seconds West, 125 feet; thence South 50 degrees 39 minutes 39 seconds West, 777.24 feet to a point on the south line of said Northwest Quarter 2096.5 feet west of the southeast corner of said Northwest Quarter; thence North 89 degrees 44 minutes 36 seconds East, along said south line of the Northwest Quarter, 761 feet to a point which is 696 feet west of the centerline of Dodd Road; thence North 0 degrees 00 minutes 00 seconds West, 190 feet; thence North 13 degrees 06 minutes 15 seconds WEst, 153.85 feet; thence North 0 degrees 00 minutes 00 seconds West,, 150 feet to the point of beginning. Fee Owner: Armand Laurent Present Zoning: Ag. 776 Golden Meadow Road Eagan, Mn. 55123 Proposed Zoning: R-1, Single family residential Notes: The area does have city sanitary sewer and water available. There is an existing house on proposed Lot 1. No grading to be performed on property. Date of Preparation: January 29, 1987 Preliminary Plat For: Armand Laurent 776 Golden Meadow Road Eagan, MN 55123 LAURENT FIRST ADDITION Sheet 3 of 3 DELMAR H. SCHWANZ L AND SURVEYORS INC RnQwlPrpn Un00, LTwc 0 The 51l1lP nl Mlnnp$oiT 14750 SOUTH ROBERT TRAIL ROSEMOUNT. MINNESOTA 55069 PHONE 612 423-1780 SURVEYOR'S CERTIFICATE �.., 0€ or Se 44 an M C tJ MA 0 , I I '. t N C, TIIr X J •. !3 l d i. V) ni11110. cCL zoo to Paso _---•--= �1 .664 ' — I _ 97\. Af 567-- 25.'"?7A%.223w . • ,A1nd(4 an(] ,�t. I - , I rase w R<�a(1 ar,l 3 i • rpt in w ! ADr]TI0 , 0 10 feet in width 'a'MLA.Li1-01n)�9 ' a jo�- side act rt;cki l,t � a a - MINNESOTA EGISTRATION NO 8525 �J SQi:-RE JP -20 852.0 1Q,qx Ic J-0 JP -21 815.3 840.0 . 1-1 CkIb"01 L7" -- I -L !J-ddNfN� , , � aj i P- 3 884.0 J -S 'ej 89/.9 JP -2 JP -29 843. - 849*1 926.0 .945.0 )76.0 ?80.0 J-ee KENSIN 1-3 1 "'J P -28 1 PLACE sr ADD. ;956.0 969.4 `'e. L.S.-17 JP- 53 864.0 880.4 JP -27-N 896.Oe 904. jP-54 885.4 . aj 6 P- 23 'ej 852.2 1 8574 JP -2 JP -25 843. - 849*1 JP -2 ;/ : 817.0 1 820.7 /0 824.0 840.0 Ij 806.0 W24 0 J-06 ZY AUDITOR'S NO. 4 L uDL E -52 0JP-68 862.0 T 878.0 e, J bb E- TAT MEN 00 Ar\LSIDLARK tZ. !4 LP 31 I SO.OAKS L-9 0-,a FARK-;m OVERH11- LP -47,c -L-0-1 49 K t- go8.0 L -917. 910.61 5 9/9.0.LP-29 912.0 LP -28 SUBJECT PARCEL L P - 27 /P• Qqqn -LzAUREu"'\j"T IM city of eagan pateard PUBLICSTORM SEWER approved. WORKS DEPARTMENT I MASTER PLAN(j Preliminary Plat For: LAURENT FIRST ADDITION Armand Laurent 776 Golden Meadow Road "r Eagan, MN 55123 DELMAR H. SCHWANZ LAND SLIRVEVORC INC RPo,fIP.Pq UnnP. LA*! of The CIAIP of MinnesolA 14750 SOUTH ROBERT TRAIL ROSEMOUNT. MINNESOTA 55068 SURVEYOR'S CERTIFICATE T-27Al, R236V Sheet 1 of 3 PHONE 612 423-1760 SE T s !-IIRD ADC•IT: C:N: ��• Golden Meadow Roa X40:::::::::i:Ia W 1 .:........... (Jr, cL Z ::::::::: ......::::.:.:.:. ... .,. 1 1 ..........•.....•.•.......:..:.:.:.:.:.:�; ; ce- LIJ ::.,,:: :, lip D -- WS1?0.¢4 �36IE 7; K 'lei vC111iU NE11GHTS 2 ":D ALDviT10 Proposed drainage and utility easements to be 10 feet in width and adjoining Golden Meadow Road and 5 feet in width adjoining side and rear lot lines. TRl1NK STORM �ElNER AREA MINNESOTA E61STRATION NO. 8625 APC Minutes April 28, 1987 Voracek moved, Wilkins seconded the motion to recommend denial of the waiver of plat. Voracek, Wilkins, Trygg and McCrea voted yea; Gustafson and Hall voted nay. LAURENT ADDITION - REZONING & PRELIMINARY PLAT Chairman Hall then called the public hearing in regard to the application of Armand Laurent for rezoning of approximately 4.5 acres from A (Agricultural) to R-1 (Single Family) and a preliminary plat consisting of 2 lots on approximately 4.5 acres, located in the northwest 1/2 of Section 25, south of Golden Meadow Road. City Planner Runkle introduced the proposal. Member Wilkins questioned the need for the variance for a 40 foot frontage. Mr. Laurent's son indicated that there was an existing driveway which may be required to be moved if the lot is widened to 50 feet. Wilkins moved, McCrea seconded the motion to recommend approval of the rezoning. All voted in favor. 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 development shall install sanitary sewer and water services to the newly created lot or accurate record plans must be prepared and submitted to the City verifying the existence and locations of sewer and water services for each of the two lots. 3. This development shall accept its additional trunk area storm sewer assessment obligation for the entire area created by the newly created lot. 4. A variance from the 50 foot access requirement shall not be approved. All voted in favor. EVELAND ADDITION - REZONING & PRELIMINARY PLAT The next public hearing convened by Chairman Hall was in regard to the application of Burt Eveland for a rezoning of 4.5 acres from A (Agricultural) to 1.5 acres of Public Facilities for a fire station, and 3.0 acres for R-1 (Single Family), and a preliminary plat for the Eveland Addition located in the northwest quarter of Section 25, in the southeast intersection of Dodd Road and Diffley Road. Mr. Runkle described the proposal indicating that it was anticipated that the upcoming referendum, if approved, would provide la S Agenda Information Memo May 5, 1987, City Council Meeting Page Eighteen REZONING & PRELIMINARY PLAT/EVELAND ADDITION H. Rezoning of 4.5 Acres from A to a 1.5 PF and a 3 Acre R-1 District Entitled Eveland Addition --A public hearing was held by the APC at their last regular meeting held on April 28, 1987 to consider two (2) applications submitted by Bert Eveland and the City of Eagan to rezone A (Agricultural) to PF (Public Facilities) for a Fire Station location and R-1 (Residential Single District) to three single family lots. The second application is a request for preliminary plat entitled Eveland Addition that would plat three (3) residential lots and one (1) lot for a Fire Station. The APC is recommending approval of both the rezoning and preliminary plat as presented. For a copy of the staff report, refer to page IZ-7 through /3 3 . For a copL of the APC action on this item, refer to page(s)_f 3 through 3 S ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny the preliminary plat entitled Eveland Addition and the rezoning from A to PF and R-1 as requested by Bert Eveland and the City of Eagan. la(P CITY OF EAGAN SUBJECT: PRELIMINARY PLAT & REZONING APPLICANT: BURT EVELAND & CITY OF EAGAN LOCATION: PARK BY NE 1/4 OF NW 1/4 OF SECT 25 EAST OF DODD RD, SO OF DIFFLEY RD EXISTING ZONING: A AGRICULTURAL DATE OF PUBLIC HEARING: APRIL 28, 1987 DATE OF REPORT: APRIL 21, 1987 REPORTED BY: PLANNING AND ENGINEERING APPLICATION SUBMITTED: An application has been submitted for rezoning from A Agricultural to PF Public Facilities for a fire station location and R-1 Residential Single District to include 3 single family lots. The second application submitted is a request for preliminary plat, Eveland Addition, consisting of approximately 4.2 acres and containing four lots, one lot being proposed for a fire station location. COMMENTS: The City has been in search of a fire station location for the eastern portion of the City. The City has negotiated a location in the southeast quadrant of Dodd Road and Diffley Road or a parcel which would contain approximately 284 feet by 238 feet and containing 60,130 square feet. Lot 1 would be the location of the Eagan Fire Station #4 if the referendum for the fire station is approved. The proposed facility will be considerably larger than Fire Station 3 located at Deerwood and Pilot Knob Road. Access to the fire station will be from Dodd Road. The remaining 2.8 acres will consist of 3 single family lots. Lots 2 and 3 will contain approximately 21,000 square feet or approximately 1/2 acre in size. Lot 4 is the existing location of the Eveland's home which contains approximately 83,000 square feet or approximately 2 acres. Mr. Eveland has been retained by the City to provide the surveys and . to do the platting for the lot divisions required to separate the fire station site from.the existing parcel. Iy7 GRADING/DRAINAGE: The proposed site in its present state generally slopes from a high point in the center of Lot 1 to the SE. The site is generally grass covered with pine trees along the easterly sides of Lots 1-3. No proposed grading plan was submitted with the preliminary plat. Drainage of the site is accomplished with rural ditch drainage south along Dodd Road and east along Diffley Road. The drainage requirements of the fire station site will be determined during the design stages. The drainage from the single family lots will have no adverse impact on the existing drainage pattens. UTILITIES: Sanitary sewer and water main of sufficient size and depth exist along Dodd Road to serve Lots 1-3. Lot 4 of the proposed development has an existing single family home which is served by a private well and septic system. In addition to the required 5' common lot line drainage and utility easement, an additional 10' wide utility easement along the south line of Lot 1 shall be provided. The additional 10' easement allows the residents of Lot 4 to obtain City water and sewer service. The development will be responsible for providing water and sewer service to each lot from the existing utilities along Dodd Road. STREETS/ACCESS/CIRCULATION: Direct driveway access to Dodd Road will be allowed for this development. The existing single family residence on Lot 4 will retain its access onto Diffley Road. There presently exists a 33' wide driveway easement across proposed Lot 4 which serves existing single family homes to the east. The easement as described does not match the driveway presently being used. The proposed development will be responsible for changing the description to match the existing driveway and show this easement on the final plat. EASEMENTS/RIGHTS-OF-WAY/PERMITS: No unusual permit requirements are anticipated above the normal permits required by the City for installation of water and sanitary sewer services. The development is proposing to dedicate the proper road right- of-way widths for Dodd and Diffley Roads. ASSESSMENTS: This property will be responsible for the following assessments at the rate in effect at the time of final plat approval and based on final plat dimensions and area computations. Item Quantity Rate Amount Storm Sewer Trunk Area 186,170/sf $ 0.053 $ 9,867 Dodd Rd. Upgrading 187/lf 8.70/lf 1,627 Residential Equiv. Not Previously Assessed Dodd Rd. Upgrading 253/lf 55.63/lf 14,074 Industrial/Commerical Equiv. Not Previously Assessed Trailway 437/lf 12.40/lf 5,418 Diffley & Dodd Rd. Diffley Rd. Upgrading 200.31/lf 35.44/lf 7,100 Residential Equiv. Diffley Rd. 179/lf 82.35/if 14,741 Commercial/Industrial Equiv. Total $52,827 9 CONDITIONS: EVELAND REZONING & PRELIMINARY PLAT 1. This plat should be subject to the Dakota County Plat Commissions review and comment because it abutts Diffley Road on the north. 2. Comprehensive Guide Plan Amendment shall be required for the public facilities use. 3. All other standard plat conditions shall be adhered to. 4. Park dedication for newly created lots. 5. 6. 7. 8. The development shall be responsible for providing water and sanitary sewer service to all lots in the plat. The property shall be responsible for the proposed assessments at the rates in effect at the time of final plat approval. An additional 10' utility easement shall be dedicated along the south line of Lot 1. A 40' half right-of-way shall be dedicated for Dodd Road. 13A L,cG� oil Yoe �Y :. F w`=i z rri :goer. 4 ui . •• = F •. U jh yOw � �• r •^art a ry Y _ � n i n _ � i •^ � � L 1 � sv w o Is10 i p w �. Y —«wt i` a� :/ !• R NNNM ' / rI e fl° •fa j+a a . 1 . �" rd= /tet" � w•c o,apa n � r \ jrL�J – t Ya la w . ♦ / J I i \ •• 'F � A 11 R ` � si � Vis: � _ y �' '.,,, - • = t ;• = ° z W fir' /tFi 1 •� any. Ld W I 1• x I Y f . � �' ri. ' ° ' IZ '' / /!� w; o,°.w n ,co u.aot ca,u•oo w I ` M' r • f • at 47 � 1•� y i f °r6 vl 441 � =o 4 No IL Ar uv \ r Of'l�fi •1 +� w ;. i`. Ell • �+ lnl, Iwnai.7lTlla15 1+i... IfJ ti __�••.�' _ lll° `-,• �: --_ 1C. s• )wlvftalo I 1 lla ni0lw ,ee ' )1•/ani tn°nrw a • `_� ... ��.�•i..:.. I Otow 0000 1 -� _.-1 t'rt.... "`� ♦ono•• . – •.�' .- ,It at.. •<• a7w7a La•llw•f a'i Y.cl .���`�–'. _ ��. � � � � �— •I � • � •. w ..'rro �1 inrtn•i i ba « wry. N I N z I c� APC Minutes April 28, 1987 Voracek moved, Wilkins seconded the motion to recommend denial of the waiver of plat. Voracek, Wilkins, Trygg and McCrea voted yea; Gustafson and Hall voted nay. LAURENT ADDITION - REZONING & PRELIMINARY PLAT Chairman Hall then called the public hearing in regard to the application of Armand Laurent for rezoning of approximately 4.5 acres from A (Agricultural) to R-1 (Single Family) and a preliminary plat consisting of 2 lots on approximately 4.5 acres, located in the northwest 1/2 of Section 25, south of Golden Meadow Road. City Planner Runkle introduced the proposal. Member Wilkins questioned the need for the variance for a 40 foot frontage. Mr. Laurent's son indicated that there was an existing driveway which may be required to be moved if the lot is widened to 50 feet. Wilkins moved, McCrea seconded the motion to recommend approval of the rezoning. All voted in favor. 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 development shall install sanitary sewer and water services to the newly created lot or accurate record plans must be prepared and submitted to the City verifying the existence and locations of sewer and water services for each of the two lots. 3. This development shall accept its additional trunk area storm sewer assessment obligation for the entire area created by the newly created lot. 4. A variance from the 50 foot access requix ement shall not be approved. All voted in favor. EVELAND ADDITION - REZONING & PRELIMINARY PLAT The next public hearing convened by Chairman Hall was in regard to the application of Burt Eveland for a rezoning of 4.5 acres from A (Agricultural) to 1.5 acres of Public Facilities for a fire station, and 3.0 acres for R-1 (Single Family), and a preliminary plat for the Eveland Addition located in the northwest quarter of Section 25, in the southeast intersection of Dodd Road and Diffley Road. Mr. Runkle described the proposal indicating that it was anticipated that the upcoming referendum, if approved, would provide -,* I -�>q APC Minutes April 28, 1987 for a fire station on the Eveland property. There was no one from the public present. There was concern raised by the Commission as to the impact of rezoning the property to Public Facilities if a fire station was not approved. In addition, there were questions in regard to the development of the fire station and the impact on existing trees. Mr. Ken Southorn, Fire Chief, was present and described the -proposed plan, aesthetics and the intent to avoid damage to trees. It was suggested that the City Council had indicated it would buy the property even if the referendum was not approved for the construction. Trygg moved, Voracek seconded the motion to recommend approval of the rezoning and Comprehensive Guide Amendment. All voted in favor. Wilkins moved, Voracek seconded the motion to recommend approval of the preliminary plat, subject to the following conditions: 1. This plat should be subject to the Dakota County Plat Commission's review and comment because it abuts Diffley Road on the north. 2. Comprehensive Guide Plan Amendment shall be required for the public facilities use. 3. All other standard plat conditions shall be adhered to. 4. Park dedication for newly created lots shall be required. 5. The development shall be responsible for providing water and sanitary sewer service to all lots in the plat. 6. The property shall be responsible for the proposed assessments at the rates in effect at the time of final plat approval. 7. An additional 10 foot utility easement shall be dedicated along the south line of Lot 1. 8. A 40 foot half right-of-way shall be dedicated for Dodd Road. 9. The Public Facilities designation is for a fire station. All voted yea. Agenda Information Memo May 5, 1987, City Council Meeting Page Nineteen REZONING, COMPREHENSIVE GUIDE PLAN & PRELIMINARY PLAT LEROY ROTHER & GERALD BRAUN I. Rezoning of 2.08 Acres from R-4 to CSC, a Comprehensive Guide Plan Amendment and a Preliminary Plat Entitled R & B Addition --A public hearing was held by the Advisory Planning Commission at their last regular meeting held on April 28, 1987 to consider applications submitted by LeRoy Rother and Gerald Braun to rezone 2.08 acres from R-4 to CSC, a Comprehensive Guide Plan Amendment from D -III to a commercial status, a preliminary plat entitled R & B Addition and a variance to the number of parking stalls were all considered. The APC is recommending approval of the applications. For additional information on this item, refer to the Planning and Engineer ng Department Reports, copies are enclosed on IS7 through I_. For copy of the APC action on this item, refer to page(s) _ through /S * SPECIAL NOTE: The applicants requested that this item be continued until the May 19 City Council meeting to allow further review and resolution of the parking space issue addressed by the Advisory Planning Commission. ACTION TO BE CONSIDERED ON THIS ITEM: To continue consideration of the Rezoning and Comprehensive Guide Plan Amendment, Variance and Preliminary Plat as requested by LeRoy Rother and Gerald Braun until the May 19,1987 City Council meeting. 13('0 CITY OF EAGAN SUBJECT: REZONING, COMPREHENSIVE GUIDE PLAN AMENDMENT, VARIANCE, PRELIMINARY PLAT (R & B ADDITION) APPLICANT: LEROY ROTHER AND GERALD BRAUN LOCATION: NW 1/4 OF SECTION 15 EXISTING ZONING: R-4 (MULTIPLE) DATE OF PUBLIC HEARING: APRIL 28, 1987 DATE OF REPORT: APRIL 16, 1987 REPORTED BY: PLANNING AND ENGINEERING DEPARTMENT APPLICATION: Two separate applications have been submitted requesting a rezoning of 2.08 R-4 (multiple) acres to a CSC (community shopping center) district and a preliminary plat for the R & B Addition. This plat consists of one lot and a 12,000 S.F. building with two tenants. The November, 1986 Land Use Map designates this area D -III, mixed residential, (3-6 units/acre), therefore,an amendment will be necessary. SITE PLAN: Currently, the site is vacant and flat along Duckwood Avenue. The rear portion rises quickly to a wooded knoll nearly 20' above street grade. Across Duckwood Drive to the north and east is the Town Centre 70 8th Addition (CSC). Unplatted (CSC) land is to the west and undeveloped property along with the Hidden Oaks Townhomes are to the south - separated from this plat by the mature trees on both sides of the property line. ~ The building coverage is 13% gross area, 17% net area and 30% is permitted. All building and parking setbacks conform to Code requirements. The 12,000 S.F. building occupied by Simik's Meats (3,360 S.F.) and Hardware Hank (8,640 S.F.) would share parking and a single loading dock on the back of the building. Code requires 80 10' wide parking stalls for a building this size - 59 have been provided (1:150 up to the first 20,000 S.F.). Since onsite proof of 21 stalls cannot be demonstrated with this layout, a variance will be needed to allow the proposed number. The loading area will be screened from the south by the grade change alone. A three tiered wall will be constructed along the southern property line of the area between levels is large enough for planting, maintenance free material should be used. A final landscape plan on a grading plan will be required with the final plat submission. It must be compatible with the sizes, amount and species of the adjacent commercial properties. Possible trash locations should be determined prior to the final building design as should any mounted signage since no pylon has been requested at this time. `3 -7 GRADING/ DRAINAGE: This two -acre development located on the south side of Duckwood Drive just east of Denmark Avenue is proposed to be tucked into the heavily wooded side hill on the south side adjacent to the condominimum townhouse complexes. From the top of the hill on the south to the bottom of the pond on the east, there is a 28' elevation differential. The grading plan proposes to construct a 15' high terraced retaining wall along the south side removing a substantial portion of this side hill and its related vegetation. The grading plan also proposes to complete the development of the south half of Pond JP -67 adjacent to Duckwood Drive in the eastern corner to accommodate the City's storm sewer requirements. This development would involve the installation of a semi -recessed loading dock on the south end of the building. The resulting 10% cross slope grade of this southerly service road is not feasible or acceptable. To obtain an acceptable 2% cross slope would add another 1-2' to the height of the retaining wall. Due to the inadequate preliminary design of the overall drainage plan submitted with this application, extensive engineering reviews had to be performed to ensure continuity for the existing drainage patterns in addition to handling the runoff generated from this development. Subsequently, instead of performing a conceptual review, staff had to actually design this system on behalf of the developer. These results indicate additional storm sewer facilities being required to handle both the internal and external drainage as it affects the development of this property and its proper discharge into the City pond on the east end. The drainage system as proposed with this application is inadequate and unacceptable without incorporating the preliminary design of he City's review. UTILITIES: Sanitary sewer and water service of sufficient size and elevation is immediately available within Duckwood Drive to provide service to this proposed development. The existing 6" water lateral stub from Duckwood Drive will have to be extended to the west property line to be continued with further development to the west providing for proper looping. The size of the individual water services to the building will be reviewed as a part of the building permit application process. STREETS/CIRCULATION: This application proposes to construct only half of the required common driving aisle along the west property line. This is inadequate for proper traffic circulation. Either the entire driving aisle should be contained within this development or adequate easements should be obtained to allow the construction of the full driving aisle width along the west property line. The two driveway access points to Duckwood Drive are not acceptable or compatible with proposed driveways on the north side of Duckwood Drive or the common internal cross easement driving aisle through the property to the west. The access drive at the northern most point of the property should be eliminated and relocated approximately 160' to the south opposite the proposed major entrance into the Town Centre 70 8th Addition development and constructed at a minimum 30' width dimension to provide for the required cross traffic movement from the west. Also, the southerly most driveway should be eliminated and consolidated into this singular major driveway access. This will require a redesign of the internal traffic circulation and parkinu.1-otconfiguration which should then 1f :N —) be further reviewed by staff to ensure proper internal circulation for customers, employees and delivery vehicles. All other minor access drives should be constructed to a minimum 24' width. Also, the comprehensive trail system requires a trailway along the south side of Duckwood Drive across this development. ASSESSMENTS: This development was previously assessed for trunk area sanitary sewer, trunk water, lateral benefit from trunk water main and street improvements for the existing Duckwood Drive. However, all previous assessments were levied at the single-family or multiple residential rate and not at the proposed commercial rate. This property has not yet been assessed for trunk area storm sewer. In addition to this unlevied assessment, this development will be responsible for the upgrading of previous assessments to its proposed commercial use. These are defined as follows: Item Trunk Area Water (Upgrade) Duckwood Dr. Street (Upgrade) Lat. Benefit from Trunk Water Main (Upgrade) Trunk Area Storm Sewer Qty. Rate Amount 1.58 ac $1,920/ac* $3,029 363.16 ft 15.84/ff* 5,752 363.16 ft 8.08/lf* 2,934 68,721 sf 0.079/sf 5,429 Total $17,144 Proj. # Rate reflects difference between commercial and residential rates. 58 429 429 429 Final assessment obligations will be based on final quantities defined in the final plat and will be based on the rates in effect at the time of final plat application. EASEMENTS/RIGHTS-OF-WAY/PERMITS: A 44' half right-of-way must be dedicated for the existing Duckwood Drive. Adequate easements for the ponding area has previously been conveyed to the City in the eastern corner of this development. There are no outside agency permits anticipated as a requirement of this development approval. X31 R & B CONDITIONS: 1. All standard platting conditions shall be adhered to. 2. A variance to allow 59 parking stalls shall be approved. 3. A landscape plan shall be submitted with the final plat submission compatible in sizes and species with the adjacent commercial properties. The financial guarantee shall not be released until after one year from the date of installation. The SE portion of the parking lot shall be suitably screened from the residential land to the south. 4. This plat shall adhere to all applicable Sign Ordinances. 5. No rooftop fan units shall be visable. 6. The trash enclosure(s) must be located next to or within the building and approved by the Fire Marshall. No perimeter trash enclosure will be allowed. 7. No exterior storage shall be permitted. 8. All four sides of the building shall be constructed of the same materials. 9. Shall be subject to a parks dedication fee. 10. The two proposed driveway connections shall be consolidated into one major access approximately 160' southeast of the northern most corner. A 30' cross easement and driving aisle shall be dedicated from this major driveway access to the westerly property line. 11. The ponding area in the southeast corner shall be constructed to provide the required storage volume in accordance with the Comprehensive Storm Sewer system. 12- This development shall provide an internal storm sewer system to handle the onsite runoff and the drainage from the west and discharge it into the ponding area in the east corner. If any portion of this project is to be performed under City contract, the project must be authorized by Council action prior to final plat approval. 13- The internal traffic circulation and parking lot layout shall incorporate the minimum 24' driving aisle width with concrete curb and gutter perimeters, especially in those areas where it encroaches on adjacent private property. 14. A revised grading plan shall be submitted providing proper cross slopes and parking lot grades within the service road on the west and south side of the facility. 15. This development shall accept its financial obligations pertaining to additional and upgraded special assessments. 16. This development shall extend the 6" water lateral to the west property line for continuation of service. 17- This development shall be responsible for the installation of an 8' bituminous trail along, D�uckwwood Drive. iZ� ^G) p a O 2 m S3th"+ T -Zz :'c G1 8 CARS — 5 t I E in BR�Iy 6:CARS 9.CARS j _{ m mr m> O .< Dia m < z W 0� l7 (n n � o-ziz0 D N N --4 CO T.Cn zzzMm �R czicziaa 0— n :E) 0) co N O CO 0 n A -4 CO O N O //O _.. 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IL E TT 122 78.1/96.0 TY A HCIALL . 121118 E .0j L IS 6 105 53.2/68. tK , I Z., - 50.4/ . . . . . . . . . . 1.0 KI ft 1611 f2' 4MMS OW mft`ftft '"ll 54s/; ---f6lsli V- E AD .0 v i 121 s: C r 152.6/67.0 5 9.9 7.5 177 Ix 4e 59.8/76.0 d78) 51.4 city of eagan 17 PUBLIC 8 WORKS D E PA R T M E SUBJECT PARCEL B ADDITION FIG. +3 WATER MASTER PLAN 14S approved standard plate #: ---- I JIM3 ! _ , - t ��/ �.�-`- ~ ~ �s� 855. DP -4 Y D 8 74.8 L.S.- 8 D00 Lff,9*410t ID -s8./8.1 YM 6 C -h RD DP P. I 7• L, N 848.0 D. 'U T / A 3 rd �G ARR D E N DP -2-0;11860.0 81 rd TOL j -C'IiuRt7� �rl - > 901.0 24-"r L� H TS ' 904-o DP- 7 DPI 23 m C-PL&I893.0 882.2 ja� ,2• 8976 VLEA�,Y P/RKj AODI w 825.0/ 2nd D- CAR 829.7 -L- H oe 1�0 L-4 IDP -22i, 87 891�C'Atl 3.1 871-.0 07 *,4 882.0 & '+DR -215- 892.0 GEj 880. 0-" r IjI I 8�I11l! �;� �f „1T;/_ J P45 pL45[ "a 844.0- F_' -" 'A -87 Al ra 1� Cz, . , A F TI : -q- - - 7 -2 897,3 8472 L 72- JP -62 893.0 'J -436Y44.0 99- JP 1`7 ....8955 8955851.5 ii�4 Z4�l 8 8M 4 9. 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SUBJECT PARCEL R & B ADDITION FIG. -*y city of eaganapproved plate ard PUBLIC STORM SEWER e #: WORKS DEPARTMENTMASTER PLAN , . ........... i CD 0 'vm C) /C0. 0 0 m "n rp ni z 0 z • CA z N m > xyC) o o x 2 N z z m M C) M Q G) > No mcb 0pCA i CD 0 CO 0 C) -to 4 fA CA STORM SEWER TRUNK AREA - 68,721 sq ft TRAILWAY 363.16 RIVE UPGRADE 63.16 DUCKWOOD D ��.1 ) !s �' Z� 1 C• Q . .i t ti +SIS t 1 q 1 .,. ............................. .......... .... ............ �, ................... �4 i i t /•`« u a ' F Y `. . 1 I I 1 1 co m OF p 4 4z O m:0 i n .< s r4 C D z .� < CD o� r o.o m ;; • " r �e �� v-Zimy :! i yZNN-IN ~ 0o0 �• S lj mwy�omCD0 PO 7r; ci 33M Ct r>O a .T i71 T 4 as M m O :T gc m ' •Z M WATER AREA 1.58 Ac m mm WATER LATERAL,: UPGRADE 363.16' APC Minutes April 28, 1987 R & B ADDITION - REZONING, COMPREHENSIVE GUIDE AMENDMENT VARIANCE & PRELIMINARY PLAT The applications of LeRoy Rother and Gerald Braun for rezoning of 2.08 acres from R-4 (Multiple Residential) to CSC (Community Shopping Center) and a preliminary plat for R & B Addition, was the subject of the next public hearing convened by Chairman Hall. This plat is to consist of one lot and a 12,000 square foot building with two tenants. Mr. Runkle presented the application, which involved a small triangle of land left out of the previous rezoning of the property to the north and west, in conjunction with the relocation of Duckwood Drive. Both the property to the west and the north were anticipated to be developed as CSC with townhomes to the south. The proposal had 13% lot coverage, less than the required parking but more than these existing businesses had had in the past. Mr. Wally Trost was present to represent Mr. Rother and Mr. Braun and discussion centered around the proper access to Duckwood Drive. Mr. Steve Knutson of Hidden Oaks Homeowners Association raised questions as to the barrier presented by the hill and woods between the two properties. It appeared that the hill between the building and the existing townhomes was 28 feet in height from the proposed building pad level. Mr. Colbert advised the Commission that there was a problem with the location of access, due to the need to locate the access for'the major shopping center development to the north, in order to impede traffic as little as possible. Staff preference was for the two entrances to be aligned at an intersection since the major shopping center has already been submitted, it would eliminate a right -turn movement, and avoid an extra access. It was indicated that this proposal was merely a portion of a larger section that failed to be rezoned when the realignment of Duckwood Drive was being considered. McCrea moved, Wilkins seconded the motion to recommend rezoning and Comprehensive Guide amendment in order to "clean up" the remainder parcel left because of the realignment of Duckwood Drive and the ponding which has now been defined. All voted in favor. McCrea moved, Hall seconded .,the motion to recommend preliminary plat approval and a variance to the parking stall requirement, subject to the following conditions: 1. All. standard platting conditions shall be adhered to. 2. A variance to allow 59 parking stalls shall be approved. APC Minutes April 28, 1987 3. A landscape plan shall be submitted with the final plat submission compatible in sizes and species with the adjacent commercial properties. The financial guarantee shall not be released until after one year from the date of installation. The southeast portion of the parking lot shall be suitably screened from the residential land to the south. 4. This plat shall adhere to all applicable Sign Ordinances. 5. No rooftop fan units shall be visable. 6. The trash enclosure(s) must be located next to or within the building and approved by the Fire Marshall. No perimeter trash enclosure will be allowed. 7. No exterior storage shall be permitted. 8. All four sides of the building shall be constructed of the same materials. 9. The plat shall be subject to a parks dedication fee. 10. The two proposed driveway connections shall be consolidated into one major access approximately 160 feet southeast of the northern most corner. A 30 foot cross easement and driving aisle shall be dedicated from this major driveway access to the westerly property line. 11. The ponding area in the southeast corner shall be constructed to provide the required storage volume in accordance with the Comprehensive storm sewer system. 12. This development shall provide an internal storm sewer `system to handle the onsite runoff and the drainage from the west .and discharge it into the ponding area in the east corner. If any portion of this project is to be performed under,City contract, the project must be authorized by Council action prior to final plat approval. 13. The internal traffic circulation and parking lot layout shall incorporate the minimum 24 foot driving aisle width with concrete curb and gutter perimeters, especially in those areas where it encroaches on adjacent private property. 14. A revised grading plan shall be submitted providing proper cross slopes and parking lot grades within the service road on the west and south side of the facility. 15. This development shall accept its financial obligations pertaining to additional and upgraded special assessments. APC Minutes April 28, 1987 16. This development shall extend the 6 inch water lateral to the west property line for continuation of service. 17. This development shall be responsible for the installation of an 8 foot bituminous trail along Duckwood Drive. 18. The developer, Mr. Applebaum and the Colon brothers, shall meet with City staff to determine the best access location prior to the City Council meeting, which for this proposal shall be May. 19, 1987, in order to provide for time. 19. Staff shall meet with the neighbors to the south to discuss the plantings and screening between the two developments. All voted affirmatively. BLUE RIDGE ADDITION - PRELIMINARY PLAT The last public hearing convened by Chairman Hall was in regard to the application of L. A. Laukka Development for a preliminary plat of Blue Ridge Addition which will be a replat of Outlots E and F of Lone Oak Addition, into a 9.8 acre lot for an office/showroom and two outlots containing 37.25 acres abutting Highway #149 to the west, with Lone Oak Road to the south. Mr. Runkle presented the application indicating that proof of parking would be provided due to the slight shortage being proposed. 21% lot coverage was being requested in an area designated Light Industrial where 35%' is allowed. It was indicated that the proposal was similar to the Silver Bell Center proposal and that a traffic study done in-house suggested that the accesses off Lone Oak Road were too close together. - Mr. Dale Beck of BRW wasresent and discussed p green space, utilities, parking, and landscaping. He indicated Mr. Rick Berger of Laukka-Beck was also present. Mr. Beck suggested that due to the curvature in the road, the traffic report was in error in regard to the distance between :the two accesses. He indicated he would request approval subject to staff review regarding the traffic safety issues. An owner across the road from the property was present and indicated his approval. McCrea moved, Wilkins seconded the motion to recommend approval of the preliminary plat, subject to the following conditions: 1. All standard plat conditions shall be adhered to. 2. No fan units shall be visable. 3. A landscape planting plan shall be required with the final plat submission. The financial guarantee shall not be released until after one year from the date of installation. Agenda Information Memo May 5, 1987, City Council Meeting Page Twenty PRELIMINARY PLAT/BLUE RIDGE ADDITION J. Preliminary Plat Entitled Blue Ridge Addition for Outlots E and F of the Lone Oak Addition as a 9.8 Acre Lot for an Office/Showroom and Two (2) Outlots Containing 37.25 Acres --A public hearing was held by the Advisory Planning Commission at their last regular meeting held on April 28, 1987 to consider a preliminary plat entitled Blue Ridge Addition presented by L. A. Laukka Development that would replat Outlots E and .F of the Lone Oak Addition into a 9.8 acre lot for an office/showroom and two (2) outlots containing 37.25 acres. The APC is recommending approval. For a co76�e. of the staff report on this item, refer to pages S'3 through For a coy of the APC action that was taken, refer to pages 16.510through . * SPECIAL NOTE: At the request of the developer and suggestion of the Planning Commission, there is a request that this item be continued until the May 19 City Council Meeting. Reason for the continuance is to allow additional review and consideration of a traffic analysis that was performed by BRW and Strgar, Roscoe on behalf of the City of Eagan. An additional report will be prepared that anlayzes the traffic considerations for the May 19 City Council Packet. ACTION TO BE CONSIDERED ON THIS ITEM: To consider continuance of the preliminary plat for Blue Ridge Addition until the traffic data has been further analyzed by the Engineering Department. /6em CITY OF EAGAN SUBJECT: PRELIMINARY PLAT (BLUE RIDGE ADDITION) APPLICANT: L.A. LAURRA DEVELOPMENT LOCATION: SW 1/4, SECTION 1 EXISTING ZONING: P.D. PLANNED DEVELOPMENT DATE OF PUBLIC HEARING: APRIL 28, 1987 DATE OF REPORT: APRIL 20, 1987 REPORTED BY: PLANNING AND ENGINEERING DEPARTMENTS APPLICATION: An application has been submitted requesting a preliminary plat for the Blue Ridge Addition. This plat will replat Outlots E and F of the Lone Oak Addition into a 9.8 acre lot for an office/showroom and two outlots containing 37.25 acres abutting Highway 149 to the west with Lone Oak Road to the south. The Planned Development Agreement designates this area: office, office - showroom or research and development. No amendment should be necessary. The breakdown. of the building will be 60% office, 20% light manufacturing or assembly and 20% wholesale/warehousing. The entire building is 90,000 S.F. BUILDING/SITE PLAN: The building is very similar to the Silver Bell Plaza along Highway 13. This one story building will have a truck loading area on the interior portion with access to Lone Oak Parkway is provided near the NE corner of the plat. All building and parking setbacks meet Code requirements. The applicant is proposing 9' width stalls. Given the proposed building uses, 393 stalls will be required. 324 have been provided. A separate drawing for proof of parking shows 452 spaces. The floor area ratio (lot coverage) is 21%. Phase 3-4 of the P.D. exhibit (proposed Lot 1 and the area directly south) were designated for 100,000 S.F. office and 43,000 S.F. retail on 73.9 acres. The proposed building will be constructed of dry vit, a material similar to stucco, along the top of the building, interrupted brick facing and dark green reflective glass and a 2' berm to the grade level. No fan units are being shown on the elevations/sections. Therefore, it appears that the parapet wall will be tall enough to screen them. The preliminary landscape plan works well conceptually on all sides. A.utility easement runs along Highway 149 and modifications in plant material selections may be necessary in order to not interfere with those utilities. Parking lot screening will still be required. !s3 GRADING/DRAINAGE: The proposed site was graded as part of the Lone Oak Addition. The site gently slopes from Lone Oak Parkway towards State Trunk Highway 149. A preliminary erosion and sediment control plan was not submitted with the preliminary plat application. The site is proposed to be drained through two separate storm sewer systems. The northerly part of the site (approximately 2.2 acres) is intended to drain by storm sewer into the existing storm sewer in Lone Oak Parkway. This existing storm sewer has sufficient capacity for this drainage area. The southerly portion of the site (approximately 7.6 acres) will drain by storm sewer into a future storm sewer by others designated as trunk on the plans. It is assumed for purpose of this report that the trunk storm sewer by others will convey the drainage to Pond FP -7. However, the plans don't provide information regarding the trunk storm sewer by others relative to its size and alignment. UTILITIES: Sanitary sewer of sufficient size and depth to serve this site are readily available along Trunk Highway 149 and Lone Oak Parkway. One 8" service is proposed from the existing sanitary sewer in Trunk Highway 149 and the other is proposed from the existing sanitary sewer in Lone Oak Parkway. The site will be served by the existing 12" water main in Trunk Highway 149 and Lone Oak Parkway. Also shown is a proposed 8" water main loop along the south side of the site connecting the existing 12" water main in Trunk Highway 149 to the existing 12" water main in Lone Oak Parkway. Hydrants are shown and it is recommended that two additional hydrants be provided along Trunk Highway 149 on the north and south side of the building. STREETS/ACCESS/CIRCULATION: Access to this site is proposed from Lone Oak Parkway in two different locations. The northerly entrance is proposed as a right in - right out entrance only. The southerly entrance is shown entering into Outlot A. The City contracted to have an independent traffic consultant study the traffic circulation along Lone Oak Parkway. The results of the study recommend moving the major access to the proposed development approximately 230 ffet west of where currently proposed. The site will have to be redesigned in accordance with this recommendation. 1Sq ASSESSMENTS: The parcels that make up this proposed development have been assessed in the following manner: Project # Description Usage 12 Sanitary Sewer Trunk - 12 Water Area C/I 12 (A) Water Area C/I 302 Storm Sewer Trunk C/I 302 (B) Storm Sewer Trunk Multi (A) Parcel #10-00200-010-75 864 acres (3.27 X .8) assessed. (B) Parcel #10-00200-020-75 assessed @ multi PENDING ASSESSMENTS: None PROPOSED ASSESSMENTS: The following assessments are proposed as a condition of final plat approval: Project # Description Usage Rate Qty. Amount 12 (1) Water Area C/I 3,170/Ac 1/3 Ac $1,057 12 (2) Add'l. Water Area C/I 3,170/Ac 1.72 Ac 5,444 $6,501 (1) Area east of the section line i.e. amount that is in Section 1 (2) Balance 10-00200-010-75 which was not previously fully assessed for water area The above assessments are for only those areas going to Lot 1 of the proposed Blue Ridge Addition. In addition, there are additional assessments due on Outlot B when that develops.. 125,000 S.F. of Outlot B, that which was 10-00200- 020-75 was assessed storm sewer trunk at the multi residential rate. The portion of Outlot B that is the remainder of 10-00200-010-75 has an additional obligation for water area that is approximately 1.98 acres. The final assessment rates shall be those in effect at the time of final plat approval based on final plat area and frontage calculations. BLUE RIDGE CONDITIONS: 1. All standard plat conditions shall be adhered to. 2. No fan units shall be usable. 3. A landscape planting plan will be required with the final plat submission. The financial guarantee shall not be released until after one year from the date of installation. 4. 9' wide parking stalls shall be approved. 5. A lighting plan shall be submitted. No direct light source shall be visable from Highway 149 or the public streets. 6. Shall be subject to a parks dedication fee. 7. The developer shall submit an approved retaining wall design prior to final plat approval. 8. The "storm sewer trunk by others" shall be designed and constructed in accordance with City standards prior to final plat approval. 9. The developer shall be responsible for the maintenance of the internal storm sewer system. 10. The developer shall submit an acceptable erosion/sediment control plan prior to final plat approval. 11. The 8" water main along the easterly side of the development shall be located within Outlot A. 12. A 20 foot utility easement shall be provided for the proposed 8" water main along the southerly side of Lot 1. 13. Two additional hydrants shall be located along the north and south side of the proposed building. 14. The development shall move its major access point approximately 230 west of where currently proposed. 15. The proposed development shall be responsible for obtaining the appropriate Department of Health permit for water main extensions. 16. The development shall be responsible for obtaining the necessary down stream ponding easements. 17. No:fan units shall be visable. 18. A landscape planting plan will be required with the final plat submission. The financial guarantee shall not be released until after one year from the date of installation. 19. 9' wide parking stalls shall be approved. 20. A lighting plan shall be submitted. No direct light source shall be visable from Highway 149 or the public streets. Shall be subject to a parks dedication fee. en�(V 3� i l•�-Y iI� '��• �%'' it 11.J'� ___•__ � - _ aauad Na,ad !hobux aaaad a �wnanta ............ /7 t,'%; ;s` -' ��/ `r R' ~ss `s_oe� $'oeig. aojo�a C/ �� -rt�r 3.� � '•_� 1! l f 111 - � � m a '_"�.' �! , ``:.''• : /O VAI\ i a` cc ix �t�fe � J� • � W � W =' a W r g �� � 3� .e � � I!i'$ 3AN J3:leJMVl34 ~ / / / �,` w.-:. _�� O W c 'a 3 - _ 8 . W: _ «I� _ t• _ r a V- w m � o u J .� •�-. 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'l'"�'`'<"�itJ•.. .. - _r.w r=��� \1 �I' •.`,'>� o_ rte,. .d e. • II �— R-fl jJl1 t ��. t<, _ - F-,� � -� 1 Cii .g �8� O'::�--• •, r•I I 1,,.,,.• —rte .-� : _ _. ;. `'� '�.__, t � • '� I d@E= 01551 wWe" V 3N0 3SVHdStIHd M10O 3NOl 1� 1L W � � Zr 1 N <w NVId MIS NOISN3Wla 1� 1L W � � Zr 1 N <w a�W slam w�Znz ��fOSN2 17LL2 n uy 1 •ii iN YII Yd YIiYYI OIi�Y IOY liinUY Y)NY.YY1 ii '3YI �1 �0 Y0FIY 1lYNlY = 3tlN1p311NptlY �IVoI _ NNItl33NIpN3 O O11v1tlpd5NYtll '7NINNYId N ' V10S3NNSw 'NWUn 3NO 3SVHd VIVO 3NOl •�: ei i _� U ;� 1 � NVId 3dVOSaNVI AHVNIW1-I3ad ` ,' I _ 7 f:i'T' =''.•; •—rte ' \ 1... ..^ � ..•`�y. 'Ti 'c ...... _.� _� I I X _ x J i��- � I N xI O L v x 0 a n N N m O GRADING AND DRAINAGE om €I ���p- f � 1 LONE OAK PHASE ONE m EAGAN, MINNESOTA N S\pT T.�.Sl.R T�TZ O fEs ENGINEERINGARCHITEC T" Z xx[[XEE •DYExE D>DO }NIXD T. ., x xNE[ErOflf. • •f�f N SANITARY SEWER AND WATERMAIN zcn mF. LONE OA:PHA:SEONE EAGANRL-NRINGTR-SRORT TION O ENGINEERINGZ•Re NiTECTURE I " N Z. T It ri WATER AREA 0..33 AC. ADDITIONAL WATER AREA 1.72 AC LOT 1 pOH .,�• a KWgY 0.9"*,), ........... 10 -OUTLOT"A" 'Y+ OUTLOT"B" Nz LINE OF SW IMSM! V4� EC 1. T27- 9 NW COC. Of SW 114.SW 1/4 Sec. 1. T 27. R 23 --1, C UT L. 011 - —.7,1 10 40 M 00,35"1". M.37 7 W.40,13 5—*..,+I,w S a924'44W L 41740 V 12 1-494 DITORI'Er S 31 23,3150 L \' Sr �Vr? 39.1 7.0 O9 1 4)� K 0- K Is:.: O�L X gl ZV5 ' PL � 18 .0 T 16 F ab F &4, 12 161 1 574 84.6 P 4 S! 65; LEX vLblal� 27 1 PARK 17 EAGANDA (55.8/80.0 71.5 9U -+?401S-T ---�A K 1, 1 � T?'kI78. 5 12 �Kl LOZ 114- 104 16 I Pi l n y it 26 50.3/75.0 • 12" 61.5/80.0 2n 18" city of eagan PUBLIC WORKS C4 Cn DEPARTME '2.4/85.0 10 50.0/76.0 AUDITOR'S 6 I/e'26-- ;L Sr4 ; �,� wr J�t7. ; \ -1, -C 4* 7-i 55 1: 12 IS, 2jg it. H V 67.0 5 L NO. 38 ACRES BUR OAK PARK .,.\IUTH DEI�XfW�.. m LLS 85 5 De" 51.4 172`_ '_`�'r �t==_'_�rr; I;.i�.�_L�_ 0 56.4/76.0 -7 676/86.0 4R6/66.0k7.5/43.0 /43.0 20112 .... .. .... 24" -,E*GAPJ BLUE.- RIDGE ADD. SUBJECT PARCEL FIG. #3 WATER approved standard plate MASTER PLAN(�to+ I ' � � i � � iii i - - rj J-17 513 51.2/76.0 r23. 67J5/91.0 51 . 7 50.3/75.0 • 12" 61.5/80.0 2n 18" city of eagan PUBLIC WORKS C4 Cn DEPARTME '2.4/85.0 10 50.0/76.0 AUDITOR'S 6 I/e'26-- ;L Sr4 ; �,� wr J�t7. ; \ -1, -C 4* 7-i 55 1: 12 IS, 2jg it. H V 67.0 5 L NO. 38 ACRES BUR OAK PARK .,.\IUTH DEI�XfW�.. m LLS 85 5 De" 51.4 172`_ '_`�'r �t==_'_�rr; I;.i�.�_L�_ 0 56.4/76.0 -7 676/86.0 4R6/66.0k7.5/43.0 /43.0 20112 .... .. .... 24" -,E*GAPJ BLUE.- RIDGE ADD. SUBJECT PARCEL FIG. #3 WATER approved standard plate MASTER PLAN(�to+ APC Minutes April 28, 1987 16. This development shall extend the 6 inch water lateral to the west property line for continuation of service. 17. This development shall be responsible for the installation of an 8 foot bituminous trail along Duckwood Drive. 18. The developer, Mr. Applebaum and the Colon brothers, shall meet with City staff to determine the best access location prior to the City Council meeting, which for this proposal shall be May 19, 1987, in order to provide for time. 19. Staff shall meet with the neighbors to the south to discuss the plantings and screening between the two developments. All voted affirmatively. BLUE RIDGE ADDITION - PRELIMINARY PLAT The last public hearing convened by Chairman Hall was in regard to the application of L. A. Laukka Development for a preliminary plat of Blue Ridge Addition which will be a replat of Outlots E and F of Lone Oak Addition, into a 9.8 acre lot for an office/showroom and two outlots containing 37.25 acres abutting Highway #149 to the west, with Lone Oak Road to the south. Mr. Runkle presented the application indicating that proof of parking would be provided due to the slight shortage being proposed. 21% lot coverage was being requested in an area designated Light Industrial where 35% is allowed. It was indicated that the proposal was similar to the Silver Bell Center proposal and that a traffic study done in-house suggested that the accesses off Lone Oak Road were too close together. Mr. Dale Beck of BRTvV was present and discussed green space, utilities, parking, and landscaping. He indicated Mr. Rick Berger of Laukka-Beck was also present. Mr. Beck suggested that due to the curvature in the road, the traffic report was in error in regard to the distance between the two accesses. He indicated he would request approval subject to staff review regarding the traffic safety issues. An owner across the road from the property was present and indicated his approval. McCrea moved, Wilkins seconded the motion to recommend approval of the preliminary plat, subject to the following conditions: 1. All standard plat conditions shall be adhered to. 2. No fan units shall be visable. 3. A landscape planting plan shall be required with the final plat submission. The financial guarantee shall not be released until after one year from the date of installation. /&S APC Minutes April 28, 1987 4. 9 foot wide parking stalls shall be approved. 5. A lighting plan shall be submitted. No direct light source shall be visable from Highway #149 or the public streets. 6. The plat shall be subject to a parks dedication fee. 7. The developer shall submit an approved retaining wall design prior to final plat approval. 8. The "storm sewer trunk by others" shall be designed and constructed in accordance with City standards prior to issuance of any building permits. 9. The developer shall be responsible for the maintenance of the internal storm sewer system. 10. The developer shall submit an acceptable erosion/sediment control plan prior to final plat approval. 11. The 8 inch water main along the easterly side of the development shall be located within Outlot A. 12. A 20 foot utility easement shall be provided for the proposed 8 inch water main along the southerly side of Lot 1. 13. Two additional hydrants shall be located along the north and south side of the proposed building. 14. The development shall move its major access point approximately 230 feet west of where currently proposed. 15. The proposed development shall be responsible for obtaining the appropriate Department of Health permit for water main extensions. 16. The development shall be responsible for obtaining the necessary down stream ponding easements. 17. The developer shall work with City staff to resolve the access issue. This item shall be considered at the May 19, 1987 council meeting to allow discussion between developer and staff. All voted in favor. ADJOURNMENT Wilkins moved, McCrea seconded the motion to adjourn the meeting at 12:00 midnight. All voted in favor. DGK Secretary - APC / ea (49 Agenda Information Memo May 5, 1987, City Counci' Meeting Page Twenty -One EAW/BRIDLE RIDGE & STONE BRIDGE R. Environmental Assessment Worksheet for Bridle Ridge and Stone Bridge Addition, South of Wescott Road West of Dodd Road --The 30 day review and comment period for the Bridle Ridge and Stone Bridge Environmental Assessment Worksheets did conclude on April 8, 1987. There were no negative impacts reported by any of the commenting agencies regarding either of the proposed subdivisions. ACTION TO BE CONSIDERED ON THIS ITEM: To approve the Environmental Assessment Worksheet for Bridle Ridge and Stone Bridge Addition as presented. EAW%STAFFORD PLACE L. Environmental Assessment Worksheet for Stafford Place, North of County Road 30 and East of Northview Elementary School --The 30 day review and comment period for the Stafford Place Environmental Assessment Worksheet concluded on April 22, 1987. The City did not receive any negative impacts from any of the agencies who responded regarding this proposed subdivision. ACTION TO BE CONSIDERED ON THIS ITEM: To approve the Stafford Place Environmental Assessment Worksheet as presented. * SPECIAL NOTE: Agencies that provided comments on both EAW's were Minnesota Environmental Quality Board, the Metropolitan Council, the Corp of Engineers and the Minnesota Department of Transportation. BUILDING PERMITS/GOPHER SMELTING M. Building Permit for an Addition to Property at Gopher Smelting Located at 3385 Highway 49 --The City has received an application for a building permit from Gopher Smelting and Refining Company to construct a 10,000 sq. ft. waste water treatment facility adjacent to their existing plant located at the intersection of Yankee Doodle Road and Hwy. 149. Gopher Smelting and Refining Company is also requesting a building permit for a 4,000 sq. ft. maintenance building that would replace their existing 2,400 sq. ft. building. For additional information on this item, refer to the Planning Department Report on pages J"_ through J(p5_. ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny the two (2) building permits as requested by Gopher Smelting. 1(.97 CITY OF EAGAN SUBJECT: BUILDING PERMITS APPLICANT: GOPHER SMELTING AND REFINING COMPANY LOCATION: INTERSECTION OF YANKEE DOODLE ROAD AND HWY 149. SWI/4 SECTION 12 EXISTING ZONING: PD (PLANNED DEVELOPMENT) DATE OF PUBLIC HEARING: APRIL 21, 1987 DATE OF REPORT: APRIL 20, 1987 REPORTED BY: PLANNING DEPARTMENT The applicant is requesting a building permit for a 10,000 sq. ft. waste water treatment facility to further expand their existing treatment. The site is currently unplatted although Gopher Smelting and Refining Company is willing to plat if necessary. The applicant is also requesting a building permit for a 4,000 sq. ft. maintenance building to replace their existing 2,400 sq. ft. building. The new maintenance building will be located to the north of the pro- posed road plan #2. If approved,the building permits shall be subject to review by the City's Fire Marshall and all applicable Codes and requirements. jr two Pon Em M4%kn CAJ*PJC-t I 171, Agenda Information Memo May 5, 1987, City Council Meeting Page Twenty -Two BRIDLE RIDGE ADDITION/REVISED SITE PLAN N. Bridle Ridge Addition/Revised Site Plan --Sienna Corporation has submitted a revised site plan for the Bridle Ridge Addition. The revised drawing addresses a "Cluster Plan" that was briefly shown to the City Council at the April 21 meeting. A concern that was raised by the City Council at that meeting were the number of substandard lot sizes included with the Cluster Plan. Since the April 21 meeting, Sienna Corporation has revised the lots and with the new Cluster Plan there are less substandard lot sizes or substandard lot widths than were approved with the original plan. For additional information and a copy of the revised Bridleidge Addition Site Plan, it is enclosed on pages 7 throughc for your review. ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny a revised site plan for the Bridle Ridge Addition as presented. 1,10 MEMO TO: DALE C RUNKLE, CITY PLANNER FROM: JIM STURM DATE: APRIL 29, 1987 SUBJECT: REVISED BRIDLE RIDGE ADDITION SITE PLANS Sienna Corporation has submitted a revised site plan for the Bridle Ridge Additions. Before the previously approved plan is final platted, the applicant has requested that the City review these site plans to see how the new concept is received. If this plan is well received, Sienna will then replat Bridle Ridge through the typical platting process. The revised drawings termed the 'cluster plan' are different in that they contain more cul-de-sacs and have outlots in some of the rear yards. They will remain undeveloped and maintained by a homeowners association also responsible for the entry signage and cul-de-sac islands. The following is a breakdown of each plan: APPROVED PLAN Lots 203 Minimum lot size 10,400 sf Minimum lot width 75' at setback line Substandard lot size 10 Substandard lot width 22 Cul-de-sacs 9 Dedicated parkland 19.7 Ac Private outlots 0 Ac Planning Department JS/jj CLUSTER PLAN Lots 202 Minimum lot size 10,400 sf Minimum lot width 75' at setback line Substandard lot size 8 Substandard lot width 13 Cul -de -saes 15 Dedicated parkland 19.9 Ac Private outlots 14.9 Ac cc: Thomas L. Hedges, City Administrator Thomas A. Colbert, Director of Public Works A Now& !TT•T'( � r � •�`-�-� j ' 1 1 ( SCALE p' !off •oo' -: .uccTT holm -- -- -- -- , --- - t ��- . M >` f .,j • , 26 �•. i••a c �, * p '' N • �, N.. ,,��J + ' •.riree o:uw 1 z' ./1I a ok _may a w 13 Eg 1, 1 • K � ♦b ♦ M • I .r...war •rrnrr •1 as \ s, +> r�„ • / _Ala, IF. �• r 17 • •• • / r - = James R. Hill, iI1C. SIENNA CORPORATION BRIDLE RIDGE PUD xy� • D u.• rrw •rn rr.n w ttu•T[R n•M PRELIMINARY PLAT PLANNERS /ENGINEERS /SURVEYORS w,�w• r ,••,• Rr,�„4 �, r �. rl • . r.rrA r M•!.M •M•M. • V.. /7-3 ' -....r :� •I F.jyL•ijFw.• � ':u:.•�:`c�"_ � � I ` !' gists- I � s .. : r I ! I•�. I. • � 1 •:i :si:i N.yy�.�_i�-ice b:•'• •.% ! • C • it � :v • j ..� 1 1�s,�t •�: :. � • t f L• • •-'�sfi':.�ti-�.lhi'-"..£'�:., f. - I �.- I s� a' • �\ %f � f .�T.., !M yj?S' j� 'S �. y t!'"G.iry4 i_.`tlt�y S. •. 1�.�-... .. �= _ • n O +-• . s -. 1 saw .ten._ . WESCOTT ROAD TZ Vim le- • K • / ..��..y TfiF , ry James R Hill, inc H[NNA CORPMATION NRIDLE RILIGE PUD �•...► •— --• wrTO. PLN• WNART PLATBANNERS/[NGIM[ERf/fURCTOS PRELIL�I -Ir• - . lw+E, rr .ONE NKr INVr NTORT 1 1 , Agenda Information Memo May 5, 1987, City Council Meeting Page Twenty -Three WAIVER PLAT/ANDREW CHASE O. Waiver of Plat for Duplex Lot Split for Lots 1 and 2, Block 2, Oakwood Heights 2nd Addition --The Planning Department has received an application from Andrew R. Chase requesting a Waiver of Plat for Lots 1 and 2, Block 2 of Oakwood Heights 2nd Addition. For additional information on this item, refer to the Planning Department Report, copies enclosed on page ACTION TO BE CONSIDERED ON THIS ITEM: To approve or deny the Waiver of Plat as requested for Lots 1 and 2, Block 2, Oakwood Heights 2nd Addition by Andrew R. Chase. Ir75 CITY OF EAGAN SUBJECT: WAIVER OF PLAT APPLICANT: ANDREW R CHASE LOCATION: LOTS 1 & 2, BLOCK 2 OAKWOOD HEIGHTS 2ND ADD EXISTING ZONING: PLANNED DEVELOPMENT (R-2) DATE OF PUBLIC HEARING: MAY 5, 1987 DATE OF REPORT: APRIL 28, 1987 REPORTED BY: PLANNING DEPARTMENT APPLICATION SUMMARY: An application has been submitted by Andrew R. Chase requesting a Waiver of Plat for Lots 1 & 21 Block 2, of Oakwood Heights 2nd Addition. Both lots are bounded on the north by Cougar Drive, on the west by Lynx Court, and on the south by Wilderness Run Road. Sufficient and separate utilities exist to serve each of the duplex units which are being divided for individual ownership purposes. If the Waiver of Plat is approved, Ordinances shall apply. !.MrI i all other applicable City Certificate for: Developers Const., Inc. 1101 C11 rr Road sheet 1 of 2 uevelopers Oonat., Inc, 1101 Cliff Rd. Hurenvllla, Mn. 55337 Burnsville, Mn. 55337 px 0;/3r7 41 f DELMAR K SCHWANZ d'A•.47/36 DELMARGG///JIIIWWJIIIHS�YYYCHWANZ uwe eu.vTroe e, lot. uNosu.reroe s, IVC. -.�-_ e.ewrr O.e�w.NTMMW NY...r, � • ern -MTI, eT11lR m. sox. non—VW.."BeffY)TA Stull I11ON[ oil,TT.11ee 2M - MTN efReeT w. - sus Y RONYOONT, YINNeeYTA seam NIGN1 412 ea17e6 AURVEVOR'S CERTIFICATE SU11VOVO11•e CEATIFIC Tl�u�e':Tla .� P f set-ss-e�� I.h •� N 3 � � �'y' • 1y ANI a ,o lu - �e.- 9ov. se h > IWA. 0 SCALE: 1 inch 30 feat 1� Elevations shown are existing Denotes iron pipe �• r% �,,,� 'f.30 S1 U Denotes set wood hub $�1p1 9infi 4 elevated garage floor PAR[RL a � T/,�.IB7 ' elevation A LC A T FARCE A N _. ,•r Drainage k ° `� I Utility semi qp3 \ I hereby certlfy that this is a true and correct representation of rot 1, Block 2, OAKWOOD HEIGHTS 2ND ADDITION, according to the recorded plat thereof, Dakota County, Minnesota. Also showinK the location of a proposed building as staked thereon. Dated: September 39, 1983 i MINNESOTA NEGISMAT.ON NO M]i jr ``• ��� e � e"--- - gas /o 4•fiV-sank � 1 • / °f. 30 = iii. d df f4- Js• f9 xur •� k BGALEI 1 loch 30 feet � W° 3� �/� 1Lo , 77.0 fl, )f - 1h. N� l9.Ts 17.01 C �Sv7fixC�/�'� • 1 /gcfDenotee existing elev. I f tf Q� O Denotes set wood hub h •I.- ODenotee proposed elev. S e K.O I Y 9 Note: Proposed elevations PARCEL A 9ev.7T from development plan by a',wl/ Probe Ehgineering Co. N sl I G•o T 91 Drainage k \ o PARCEL B l easement h i /30.39 �'�ta/9� Q•/1'37 -/o I hereby certify that this is a true and correct representation of Lot 2, Block 2, OAKWOOD HEIGHTS 2ND ADDITION, according to the recorded plat thereof, Dakota County, Minnesota. Also showing the location of a proposed building as staked thereon. Dated: September 12, 1983 Nouse located January 27, 1984 ! - 1. ri Co Agenda Information Memo May 5, 1987, City Council Meeting Page Twenty -Four PUBLIC IMPROVEMENT CONTRACTS A. Public Improvement Contracts Item 1. Contract 87-12, Received Bids/Award Contract (Lexington Square 6th Addition-Northview Park Road) --At 10:30 a.m. on Friday, May 1, formal bids were received for the installation of streets and utilities within Northview Park Road to service the Lexington Square 6th Addition. However, the required Municipal State Aide approval will not be issued prior to the May 5 meeting. Therefore, consideration of this contract will have to be continued until May 19 to comply with State Aide requirements. In the interim, all bids will be reviewed to verify their accuracy and completeness with a formal recommendation being provided by the Public Works Director at the May 19 meeting. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the bids for contract 87-12 (Lexington Square 6th Addition/Northview Park Road/Streets and Utilities) and continue the consideration for award of contract to May 19, 1987. 11-7 Agenda Information Memo May 5, 1987, City Council Meeting Page Twenty -Five Item 2. Contract 87-14, Received Bids/Award Contract (Eagan Hills Farm/Country Hollow -Trunk Sanitary Lift Station) --At 10:30 a.m. on Friday, May 1, formal bids were received for the materials and assembly of the major trunk sanitary sewer lift station and related control panels to be located within the proposed Country Hollow Addition necessary to provide service to the proposed Eagan Hills Farm Concept Development. Enclosed on page - 7 is a tabulation of the bids received with a comparison to the engineers estimate. All bids will be reviewed and verified for their accuracy and completeness and a formal recommendation will be provided by the Public Works Director on May 5. ACTION TO BE CONSIDERED ON THIS ITEM: To receive the bids for contract 87-14 (Eagan Hills Farm/Country Hollow -Trunk Sanitary Lift Station) and award the contract to the lowest responsible bidder. i Our File No. 49418 PREFABRICATED STEEL LIFT STATION_ CITY PROJECT NO 491C EAGAN MINNESOTA BID TIME: 10:30 A.M.,— C.D.S.T._ BID DATE: Frida May 1 1987 CONTRACTORS TOTAL BASE BID 1. Usemco, .Inc. $74,175.00 2. Fadden Pump 94 580.00 3475e ENGINEER'S ESTIMATE------------ % Under Engineer's Estimate \ $96,500.00 23.1", Agenda Information Memo May 5, 1987, City Council Meeting Page Twenty -Six PUBLIC IMPROVEMENT CONTRACTS (CONT'D) Item 3. Contract 85-26, Approve Change Order No. 2 (Wells Nos. 8 and 9) --Change Order No. 2 consists of two parts described as follows: Part A While drilling Well No. 9 through the Shakopee limestone formation, an open fissure was encountered which prohibited the advancement of this well's development. Subsequently, this well had to be televised to locate the type and extent of fissure and also required the injection of cement grout to seal this area to allow the advancement of the well agar. (Add $5,350.) Part B During the development of Well No. 9, Change Order No. 1 provided a unit price for slip -lining a 20" inner -casing. However, it was necessary to "drive" this 20" casing into the bedrock to seal off the upper drift formation to meet the health department code requirements as a part of the Variance. Change Order No. 1 did not provide for a unit price to "drive" this casing through bedrock. (Add $820.) All costs have been reviewed and verified by our consultant engineering firm and is being recommended for favorable Council action. ACTION TO BE CONSIDERED ON THIS ITEM: To approve Change Order No. 2 to Contract 85-26 (Wells Nos. 8 and 9) in the amount of $6,170 and authorize the Mayor and City Clerk to execute all related documents. K0 Agenda Information Memo May 5, 1987, City Council Meeting Page Twenty -Seven Item 4. Contract 86-7, Approve Change Order No.l (O'Neil Pond Trunk Storm Sewer Improvements) --Part of this contract provided for the agaring of a 12" storm sewer line under Yankee Doodle Road to provide service to the Town Centre 100 development. During the installation of the agaring pit, the contractor encountered large boulders which precluded this method of construction. Subsequently, he had to jack a 36" casing to allow the installation of this 12" storm sewer, resulting in an additional cost of $9,075. All costs have been reviewed by our consultant engineering firm and it is being recommended for favorable Council action. ACTION TO BE CONSIDERED ON THIS ITEM: To approve Change Order No. 1 to Contract 86-7 (O'Neil Pond trunk storm sewer) in the amount of $9,075 and authorize the Mayor and City Clerk to execute all related documents. Item 5. County Contract 32-18, Traffic Signal Installation (Blackhawk/Galaxie Avenue with Cliff Road) - Signal Agreement No. 87 -5 --At the April 21 meeting, the City Council approved the plans for the installation of a traffic signal at the intersection of Cliff Road with Blackhawk and Galaxie Avenue. In accordance with City and County policy, a cost participation and future maintenance agreement must be entered into by the two agencies. This agreement has been reviewed by the Director of Public Works and found to be in accordance with current City policy regarding cost participation and future maintenance responsibilities. It is therefore being recommended for favorable Council action. ACTION TO BE CONSIDERED ON THIS ITEM: To approve Signal Agreement No. 87-5 for County Contract 32-18 for the traffic signal installation on Cliff Road at Blackhawk/Galaxie Avenue and authorize the Mayor and City Clerk to execute all related documents. Ni Agenda Information Memo May 5, 1987, City Council Meeting Page Twenty -Eight Item 6. Contract 85-21, Approve Change Order No. 7 (Maintenance Building Addition/Remodeling)--During the course of construction of the above referenced contract, several items had to be negotiated for installation or deleted after further consideration of ultimate needs for functional operation. This change order consistjs of thirt n separate individual items identified on pages � and 0. The Public Works Director will provide additional information for any item as necessary at the meeting on May 5.. ACTION TO BE CONSIDERED ON THIS ITEM: To approve Change Order No. 7 to Contract 85-21 (maintenance building addition/remodel- ing) in the amount of $7,304. 18";k, l CHANGE ORDER AIA DOCUMENT C701 Distribution to: OWNER ❑ ARCHITECT ❑ CONTRACTOR ❑ FIELD ❑ OTHER ❑ PROJECT: Maintenance Garage Facility (name, address) Eagan, MN TO (Contractor): Knutson Construction Co. 5301 East River Road #101 Minneapolis, MN 55421 CHANGE ORDER NUMBER: 7 INITIATION DATE:. Apri 1 14, 1987 ARCHITECT'S PROJECT NO: 1037.3 CONTRACT FOR: Complete Construction 183 L , J CONTRACT DATE: August 11, 1986 You are directed to make the following changes in this Contract: 1. Proposal Request #17 - millwork deletion and electrical N_ 7100 changes in room #106. (owner requested) - (.TQft-89) 2. Proposal Request #20 - remove and.leave out the gas fired unit heater in receiving room #117. (owner requested) +(510.00) 3. Proposal Request #21 - new 4" diameter sanitary sewer connection rom 9143 out to join existing line west of the building. (field condition) +(1,540,00) 4-. Pro osali-Request #22 - add 3 additional clean outs in floor drain system in•new metal building (owner requested) +(345,00)-- 5x Pro osA1 Request #23 -.;relocate existing air controls - of existing hoist. (owner requested) +(693.00) 6. Proposal Request #24 -.credit back on carpet.andvinyl wall covering allowances. Mfaterial.only.- (arch. requested) -(915.00) 7. -Pr000sal Request #25 - change 15 type.."H" fixtures out from HPS to MH. a ect. engineer requested) +(840.00) 8. Proposal Request #26 ='revise Pella Folding Door installation. owner requested) +(.2,678.00) 9. Pro oral Request #27..- Chan a location of 1St floor handicappedwater cooler. ?arch. requested) . +(294.00) 10. Proposal Request #28 - add vinyl wall coverings to .outside wnU- o _room B. architect requested) +(226.00) 11. Proposal Request #29 - revise fuel pump -island, and bollards, revise wiring to accommodate grade changes. (owner requested) +(-689.00) 183 12. Add air:piping.to room•#116, and to hose reel installation • t i,r + r,;l.; As. per conversations with owner's rep, Dave Kroos, and Spartan Mechanical; at'the,site construction meeting of March 20, 1987. +(1,484.00) 13. Omit pavement striping in vehicle storage area room #131. (architect requested) •-(320.00) Total of items #1-13, including general contractor's gverhead and profit $7,304.00 •I.,. ..... .. .. . II.. .. !: . ... . ... . . Not valid until signed by both the Owner and Architect. Signature of the Contractor indicates his agreement herewith, including any adjustment in the Contract Sum or Contract Time. The original (Contract Sum) was ........................... $ 1,186 , 700.00 Net change by previously authorized Change Orders ................................... $ -(134,599.07) The (Contract Sum)prior to this Change Order was .......... $ ' 1,052,100.93 The (Contract Sum)will be (increased) by this Change Order :. • • • • • $ 7,304.00 The new (Contract Sum) (C**ra*rw-#Ajxr#islr�rt+�Gtk*) including thisChangeOrder will be ... $ 1,059,404.93 The Contract Time will be(unchanged) by ( 0 ) Days. The Date of Substantial Completion as of the date of this Change Order therefore is December 22, 1986 Authorized: Rnarman R Accnrintpc-•Tnr Knuttnn'rnnetrurtinn rn rity ofagan ARCHITECT CONTRACTOR OWNER PM Nncth First Street 5301 Fast River Road _IRM Pilnt Knnh Rnarl Address . - Address Address Minneapolis, -MN 55402 Minneapolis, MN 55421 Eagan, MN 55121 T nY By DATE " DATE 4--1 i DATE AIA DOCUMENT 0701 • CHANGE ORDER • APRIL 19711 EDITION AIA; 0 19711 T1r ALArLPwAm .w.cnTI RTC nr. •Dr--Vrerv, ..— ..r.., —.— ...r ..... .... ... .. — ......... Agenda Information Memo May 5, 1987, City Council Meeting Page Twenty -Nine NAME CHANGE SAFARI BOULEVARD B. Name Change/Safari Boulevard --With the current replating of the Thomas Lake Center Retail Complex, the Council requested that the existing street name of Safari Boulevard be changed to avoid confusion with the Safari Estates Development located approximately 1.5 miles to the southwest. The developer has requested to consideration of the name "Thomas Lake Curve". Due*to the fact that this street intersects with Cliff Road is directly opposite Beacon Hill Road, the staff is offering "Beacon Hill Road" as another option for consideration. All notices have been sent to all potentially affected agencies and property owners informing them of formal Council consideration on May 5. ACTION TO BE CONSIDERED ON THIS ITEM: To approve the renaming of Safari Boulevard to an appropriate street name. ia5 Agenda Information Memo May 5, 1987, City Council Meeting Page Thirty RENAME AIRPORT NOISE COMMITTEE C. Rename Airport Noise Committee --At the last regular meeting of the Eagan Airport Noise Committee there was a suggestion that the Committee's name be changed to the Eagan Airport Relations Committee. The purpose of this recommendation was to play down the negative connotation of noise and recognize that the group is called on to balance both noise and economic development interests as an advisory body to the City Council. ACTION TO BE CONSIDERED ON THIS ITEM: To authorize the name change of the Eagan Airport Noise Committee to Eagan Airport Relations Committee.