#11 - Drake and DQ Preliminary Plat and PUD

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PROPOSED BUILDING50,527 S.F.FFE = 982.00NOPARKING NOPARKING NOPARKING STS >>STS >>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>SAN >SAN >SAN >SAN >SAN > SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS >>STS >>STS >>STS >> STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >> ST S>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>ELECCOMMGAS ELECGASCOMMELECGASCOMMCOMMGASELECELECGASCOMMSAN >LSSLSSLSSLSS DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT30' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENTDRAINAGE &UTILITYEASEMENTDRAINAGE & UTILITYEASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENT10' DRAINAGE &UTILITY EASEMENT5' DRAINAGE &UTILITY EASEMENT30' DRAINAGE &UTILITY EASEMENTTEAST INFILTRATION BASINHWL=972.74BTM=968.20(PRIVATELY OWNED AND MAINTAINED)SE PONDHWL=971.48NWL=967.50BTM=964.5025' WETLAND BUFFER18" X 29" ARCH PIPE FESINV=956.6218" X 29" ARCH PIPE FESINV=957.3318" X 29" ARCH PIPE FESINV=957.32CABX 18" FES () INV=958.00 () ST STMH RE=0.00COBX CABX SS SSMH RE=965.67 CABX CB RE=964.9612" FES ()INV=962.35 ()CABX TNH18" FES () INV=966.56 ()18" FES ()INV=967.75 ()SS SSMH RE=964.05 INV=955.56 (12" PVC-NW) INV=955.56 (12" PVC-NE)15" FES ()INV=992.22 ()ST STMH RE=991.07 CBRE=1001.48SSSSMHRE=998.7618" FES ()INV=991.68 ()21" FES ()INV=994.01 ()15" FES ()INV=991.88 ()SKIMMER FL LOWRE=996.58-LOWRE=997.41-HIGHINV=992.28 (W)INV=992.41 (E)WIER INV=992.93TOP WEIR=994.14SUMP ELEV=991.9447" FES () INV=991.21 () (TRUNK HIGHWAY NO. 12)HUDSON BLVD.MFC PROPERTIES 94 LMTD PARTNSPPID: 3402921440009(COMMERCIAL ZONING)CM PROPERTIES 94 LMTD PARTNSPPID: 3402921440019(COMMERCIAL ZONING)ALWIN CHILDREN LLC PID: 3402921430006 (COMMERCIAL ZONING) CONTINENTAL 483 FUND LLC PID: 3402921440012 (RESIDENTIAL/PUD ZONING) UNION PARK TOWNHOME ASSOCPID: 3402921430076(RESIDENTIAL/PUD ZONING)PID: 3402921440006 PID: 3402921440004 HIGHWAY EASEMENT PER DOC. NO. 90695 ACCESS CONTROL PER DOC. NO. 613150Public StreetHUDSON B L V D. Public Str e etB-1B-2B-3B-4B-5B-8B-7B-6B-9B-10B-11B-13B-12RETAINING WALL-GRAVEL-WETLAND #1STS >>STS >>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>SAN >SAN >SAN >SAN >SAN > SAN >SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS >>STS >>STS >>STS >> STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >> ST S>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>ELECCOMMGAS ELECGASCOMMELECGASCOMMCOMMGASELECELECGASCOMMSAN >LSSLSSLSSLSS PROJECT NUMBER:DRAWING TITLEISSUE / REVISIONELECTRIC AUTOSALES & SERVICEHUDSON BLVD N.LAKE ELMO, MN 55042SHEET NUMBER©DENVER, CO 80209www.drakeres.comTel. 303.825.6200496 S. BROADWAYDRAKEMOTOR PARTNERS VANCOUVER, LLCAUG. 29, 2022 CITY SUBMITTALDRS22002I hereby certify that this plan was prepared by me, or under my direct supervision, andthat I am a duly Licensed Professional Engineer under the laws of the state ofMINNESOTA.Signature shown is a digital reproduction of original. Wet signed copy of this plan on file atLandform Professional Services, LLC office and is available upon request.Tom O. MeyerLicense No:Date:105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.OCT. 26, 2022 REVIEW SETJAN. 25, 2023 PRELIM BID SETFEB. 13, 2023 CITY SUBMITTALOVERALLUTILITIESC4.0NORTH0 60 120Pipe MaterialsWatermainDIP Class 52 (ANSI A21.51/AWWA C151)Private Sanitary Sewer PVC Schedule 40 (ASTM: D1785, D2665, F891, F1488, F1760)Storm SewerPVC Schedule 40 (ASTM: D1785, D2665, F891, F1488, F1760)RCP 12"-18" Class 5 (ASTM C76)RCP 21" Class 4 (ASTM C76)RCP 24"-48" Class 3 (ASTM C76)Drain TilePVC (ASTM D2729)Contact utility service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.Contractor to notify Engineer immediately if there is any discrepancy.Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineerimmediately if any conflicts are discovered.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of end section.Install tracer wire with all non-conductive utilities in accordance with City of Lake Elmo Standards.Connect to City utilities in accordance with City of Lake Elmo Standards.Contact City of Lake Elmo Public Works at 651.747.3940 for wet tap inspection.Maintain 7.5 feet of cover on water.Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separationbetween joints.Contact City of Lake Elmo Public Works at 651.747.3940 for flushing and pressure test inspections.The water distribution system shall be disinfected per Minnesota Rules, Part 4714.Provide 4-inch rigid foam (ASTM D1621) insulation on sanitary sewer less than 6 feet deep.Refer to Plumbing plans for sand separator detail. The tank and top slab must be designed to handle traffic and soil loads. The tankmust be protected from freezing and must comply with all local and state codes.All portions of the storm sewer system, located within 10 feet of the building or water service line must be tested in accordance withMinnesota Rules, Part 4714.All joints and connections in the storm sewer system shall be gastight or water tight. Approved resilient rubber joints must be used tomake watertight connections to manholes, catch basins, and other structures.Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail 5 on Sheet C7.3.Rock media in infiltration or filtration systems shall be angular, non-calcareous rock.Irrigation sleeve to be 4 inch Schedule 80 PVC buried 24" below grade. Extend sleeves 3-feet beyond the edge of pavement. Markeach end of sleeve with 3/4-inch rebar 12 inches below finish grade. (Coordinate with irrigation contractor.)Coordinate with Private Utilities to provide electric, natural gas, and communications services to building.The primary electric feed, transformer, and meter are provided and installed by Xcel Energy. The transformer pad design is providedby the Utility and construction is by the Contractor. Contact Utility for pad detail. The secondary electric and conduits shall be installedby the Electrical Contractor.See site lighting plan for additional information.Xcel Energy will furnish and install gas service piping from the mainline to the meter and the meter. Gas service from the meter shallbe installed by the Mechanical Contractor.Provide one 4-inch PVC conduit with pull-string from existing telephone service to building.Provide conduits for cable television and other electronic communication.Coordinate with Mechanical, Plumbing, and Electrical Drawings for locations of service connections and continuation of serviceswithin building.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified ProctorDensity (ASTM D1557).Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in pavedareas.Reinstall salvaged hydrant2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.29.30.31.GENERAL NOTESINFILTRATION / FILTRATION BASIN REQUIREMENTSUTILITY NOTESFor construction staking and surveying services contact Landform at 612.252.9070.Lot 1, Block 1 designed by others and under separate application1.2.Refer to the C3.1 sheet notes for requirements.31.