HomeMy WebLinkAboutItem 06.i
July 2, 2018 Item No. _____
MIDWEST VETERINARY SUPPLY
STORMWATER MANAGEMENT AGREEMENT
Proposed Action
Staff recommends adoption of the following motion: Move to approve the Stormwater
Management Agreement (SMA) with Midwest Veterinary Supply.
Overview
Midwest Veterinary Supply located at 21467 Holyoke Avenue has submitted plans for the
construction of a parking lot expansion. Construction of the parking lot expansion requires
administrative site plan approval and City Council approval of a Stormwater Management
Agreement.
Primary Issues to Consider
Does the site plan meet Zoning Ordinance requirements? The site plan complies with Zoning
Ordinance requirements and will be approved by City staff.
Supporting Information
• Signed Stormwater Management Agreement
• Location Map
• Site Plan
Financial Impact: $ None Budgeted: Y☐ N☐ Source:
Related Documents: (CIP, ERP, etc.):
Envision Lakeville Community Values: Diversified Economic Development
Report Completed by: Frank Dempsey, AICP, Associate Planner
Zoning Ordinance
MIDWEST VETERINARY SUPPLY
Property Information
Ju ne 25, 2018
0 875 1,750437.5 ft
0 270 540135 m
1:9,600
Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification.
RIP-RAP FLOW TO INFILTRATION(SHAPE TO FLOW)CURB CUT ELEVATION = 972.503' CURB CUT3.4%3.4%3.4%2.3%
3
.
2%3.1%2.3%3.4%4.7%4.2%3
.
7%3.4%4.7%NEW BITUMINOUS PARKING INFIL. BASINBOTT.=968.040.09.0
24.024.0
17.419.920.09.0
9.020.0975
975974972975976977977976
976664.39N 89° 57' 36" W502.33N 0° 25' 45" E
664.37N 89° 34' 15" E497.81
S 0° 25' 45" WBEGINNEW CURBBEGINNEW CURBPROPOSEDNEW CURB973.69RIP RAPOVERFLOWELEV.= 972.0RIP-RAP DAYLIGHT ATELEV = 970.6972.51973.82974.77973
974976.40976.3720.0977974.38972.5972.5975.24972.5EXISTING 18" CMP CULVERTELEV = 969.3PROTECT EXISTING SPRUCE TREES24.0(3)NEW 8' TALLCOLORADO SPRUCETREES10' WIDE PUBLIC DRAINAGE AND UTILITY EASEMENT10' WIDE PUBLIC DRAINAGE AND UTILITY EASEMENT
SILT FENCESEED AND MULCH INFILTRATION BASINAREA WITH MNDOT SEED MIX #33-262INFILTRATION BASINVOLUME REQUIRED = 2,451 CU. FT.VOLUME SHOWN = 4,389 CU. FT.STORMWATER MANAGEMENT BASIN(SEE DESCRIPTION AT LOWER RIGHT)EXISTING PARKING LOTWILL BE RESURFACEDEXISTING PARKING LOT WILL BE RESURFACED. THEEAST/WEST DRIVE WILL NOT BE RESURFACEDPROPOSED LEGENDWATER MAINSANITARY SEWERSTORM SEWERWATER SERVICESANITARY SERVICECHAIN LINK FENCEVINYL/WOOD FENCELIGHT POLEHYDRANTWATER VALVESANITARY MANHOLESTORM MANHOLECATCH BASINSILT FENCEGRADING LIMITS999CONTOUR LINESPOT ELEVATIONDRAINAGE ARROWDETAILNOTESSSSWWWWSSSSNOTES1)UTILITIES SHOWN ARE APPROXIMATE LOCATION. LOCATIONS OF UNDERGROUND UTILITIESCOMPILED FROM VISUAL EVIDENCE (FLAGGING & PAINT MARKS) AND RECORD DRAWINGS (DESIGN& AS-BUILT). CALL GOPHER STATE ONE CALL AT 811 FOR ALL UTILITY, GAS LINE, AND ELECTRICALLINE LOCATIONS PRIOR TO EXCAVATION.2)CONSTRUCT TEMPORARY ROCK CONSTRUCTION ENTRANCE PER CITY SPECIFICATIONS.3)INSTALL SILT FENCE PRIOR TO EXCAVATION AS NEEDED.4)RE-VEGETATE THE SITE WITHIN 48 HOURS OF FINAL GRADING.5)NO WETLANDS EXIST ON SITE.6)THE STREET MUST BE CLEARED OR DEBRIS AT THE END OF EACH DAY. ADDITIONAL SWEEPINGWILL BE REQUIRED DURING THE HAULING PROCESS. ALL STREETS MUST BE MAINTAINED TO SAFEDRIVING CONDITIONS.7)ALL DOWNSTREAM EXISTING CATCH BASINS MUST HAVE INLET PROTECTION.8)CONTRACTOR SHALL DETERMINE STOCK PILE AREAS AND CONCRETE WASHOUT AREAS PRIOR TOEXCAVATION AND PROVIDE NECESSARY EROSION CONTROL.9)PROPOSED SLOPES AS SHOWN ARE NOT GREATER THAN 3:1.10)USE "CITY OF LAKEVILLE UTILITY AND STREET CONSTRUCTION STANDARDS AND SPECIFICATIONS.11)THE INFILTRATION/RAIN GARDEN BASIN SHALL BE PROTECTED FROM CONSTRUCTION TRAFFIC.ONCE BASIN IS EXCAVATED TO GRANULAR DEPTH, ALL HEAVY EQUIPMENT SHALL BE KEPT OUT OFTHIS AREA.12)EXISTING PARKING STALLS = 105. TOTAL PARKING STALLS (NEW & EXIST.) = 168.EASEMENT DESCRIPTION FOR PRIVATE STORMWATERMANAGEMENT BASIN:A private stormwater basin easement over, under, and across that partof Lot 1, Block 1, DHY ADDITION, Dakota County, Minnesota, accordingto the recorded plat thereof. Said easement is described as follows:Commencing at the northeast corner of said Lot 1; thence S 00°25'47"W, assumed bearing, along the east line of said Lot 1 a distance of 77.06feet to the beginning of the easement to be described; thence S00°25'47" W, along said east line, a distance of 54.97 feet; thence N89°34'13" W a distance of 80.60 feet; thence N 00°25'47" E a distanceof 54.97 feet; thence S 89°34'13" E a distance of 80.60 feet to the pointof beginning.