09-13-2023 Council Packet - Laserfiche WebLink

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|||||||||||||||||PROPOSED BLDG24,972 SF6 STORIESMAIN FLOOR FFE=902.00GARAGE FLOOR FFE=890.00LoD LoD LoD LoD LoD LoD LoD LoD LoD LoD LoD LoD LoD LoD LoD LoD LoD LoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoD||||SOO LINE RAILROAD60'33100'C/E//////////////////////////////////F/OLIFT STATIONTRUNK HIGHWAY NO. 36SAN MH 01RIM=889.95INV=866.61 (NW)INV=866.51 (SE)11 LF - 8" PVC (SCH 40)SANITARY SERVICEINV=866.8293 LF - 8" PVC (SDR 35) @ 2.0%91 LF - 8" PVC (SDR 35) @ 2.0%CBMH 302CBMH 207RIM=887.28INV=884.14CB 206RIM=887.17INV=884.38FES 205INV=885.46W/ RIP RAPMH 204RIM=889.90WEIR=886.676" ORIFICE=885.67INV=885.67 (SE)INV=885.65 (SW)MH 208RIM=889.78INV=883.46CONNECT TOHEADER ASSEMBLY@ INV=883.41MH 203RIM=892.41INV=887.82 (SW)INV=884.52 (NE, SE)CONNECT TOHEADER ASSEMBLY@ INV=884.42TRENCH DRAINW/ DRIVEABLE GRATERIM=890.06INV=888.56SEE DETAIL X/CXXXCBMH 202RIM=894.74INV=889.77CB 201RIM=894.73INV=890.73CB 108RIM=898.70INV=894.70MH 106RIM=899.21INV=893.12 (S)INV=891.22 (N, E)CBMH 105RIM=898.96INV=891.85CBMH 104RIM=897.83INV=892.47CBMH 103RIM=897.32INV=892.95CBMH 102RIM=898.58INV=894.64CB 101RIM=899.12INV=895.12MH 108RIM=900.10WEIR=892.486" ORIFICE=891.48INV=889.58MH 109RIM=891.27INV=888.18FES 110INV=887.00W/ RIP RAPFES 111INV=870.00OCS 112GRATE=889.50WEIR=889.25INV=887.20 (S)INV=880.00 (W)FES 113INV=875.00W/ RIP RAP24 LF - 12" RCP @ 1.0%68 LF - 12" RCP @ 1.0%50 LF - 12" RCP @ 0.38%15 LF - 6" PVCSCH 40 @ 5.0%30 LF - 12" RCP @ 2.0%24 LF - 12" RCP @ 4.0%24 LF - 12" RCP @ 2.0%31 LF - 12" RCP @ 2.0%31 LF - 12"RCP @ 2.0%39 LF - 12"RCP @ 4.0%37 LF - 12" RCP @ 2.0%24 LF - 12" RCP @ 2.0%84 LF - 12" RCP @ 2.0%70 LF - 12"RCP @ 2.0%59 LF - 12"RCP @ 2.0%10 LF - 12" RCP @ -2.0%(INVERTED)100 LF - 12" RCP @ 5.0%CBMH 107RIM=900.12INV=890.48CONNECT TOHEADER ASSEMBLY@ INV=890.43C-2 MC-4500 & CAPS96 CHAMBERS + 14 CAPSROCK INV=889.68CHAMBER INV=890.43OUTLET INV=889.68100-YR HWL=892.69I-1 INFILTRATION BASINBOTTOM=887.00BERM=891.00EOF=890.50100-YR HWL=889.56C-3 MC-4500 & CAPS42 CHAMBERS + 14 CAPSROCK INV=882.67CHAMBER INV=883.42OUTLET INV=885.67100-YR HWL=885.816" x 6" TEE6" DIP WM 6" DIP WMHYDRANT6" X 6" X 6" TEE6" GATE VALVEHYDRANT6" 45° BEND6" GATE VALVE6" DIP COMBINED FIRE& DOMESTIC SERVICEWITH INTERNAL SPLITAND 6" GATE VALVE34455150' HYDRANTRADIUS, TYP.COPYRIGHT © 2023 BY SOLUTION BLUE INC. ALL RIGHTS RESERVEDSOLUTION BLUE PROJECT NO:REVISION HISTORYDATEDESCRIPTIONI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.DATE:REG. NO.CERTIFICATION07/28/2023PRELIMINARY SUBMITTAL#01DESIGNED:REVIEWED:PHASE:SUMMARYDRAWN:INITIAL ISSUE:NOT FORCONS TRUC T ION PRELIMCADD USER: Benjamin Lucas FILE: C:\USERS\BENJAMINLUCAS\DROPBOX\PROJECTS\230303 - LITTLE CANADA AFFORDABLE - LUPE\WORKING FILES\CAD\DWG\PLAN SHEETS\C500 - UTIL.DWG PLOT SCALE: 1:1 PLOT DATE: 7/28/2023 10:18 AM SBINKnow what'sbelow.before you dig.CallR23030307-28-2023BJLC-501UTILITY PLAN - NORTHBJL||COCOBJLPROPERTY LINELIMITS OF DISTURBANCEBUILDINGCURB & GUTTERSTORM SEWERSANITARY SEWERWATERMAINDRAINTILEGAS LINEOVERHEAD ELECTRICALUNDERGROUND ELECTRICALTELEPHONESWALESOIL BORINGSEMERGENCY OVERFLOWFLARED END SECTIONRIP RAPLIGHT POLEPROPOSEDLEGENDEXISTINGEOFLoD800.00( IN FEET )GRAPHIC SCALEBENJAMIN LUCAS, P.E.XX.XX.202354265LITTLE CANADA, MN LITTLE CANADA DEVELOPMENTSEE SHEET C-5001KEYNOTES1. CONTRACTOR SHALL REFER TO CONSTRUCTION NOTESON C-001 PRIOR TO THE START OF CONSTRUCTION.NOTES1. CONNECT TO EXISTING SANITARY MANHOLE VIA CORE DRILL WITH AKOR-N-SEAL (OR APPROVED EQUAL) FLEXIBLE BOOT. EXISTINGSANITARY SEWER PIPE AND STRUCTURES ARE SHOWN PER RECORDPLAN. CONTRACTOR SHALL VERIFY LOCATION AND INVERT OF THEEXISTING PIPES.2. CONNECT TO EXISTING WATERMAIN (SEE DETAIL X/XXXX). EXISTINGWATERMAIN FEATURES ARE SHOWN PER RECORD PLAN.CONTRACTOR SHALL VERIFY LOCATION AND INVERT OF THE EXISTINGPIPES.3. INFILTRATION BASIN BMP: SEE GRADING PLAN FOR ELEVATIONS.CONTRACTOR SHALL OVER EXCAVATE AND REPLACE ANY D SOILSENCOUNTERED WITHIN BASIN AREA WITH WELL DRAINING SOILS.SEE DETAIL X/XXXX.4. UNDERGROUND STORAGE CHAMBER ASSEMBLY. CONTRACTORSHALL OVER EXCAVATE AND REPLACE ANY D SOILS ENCOUNTEREDWITHIN CHAMBER AREA WITH WELL DRAINING SOILS. SEE DETAILSHEET XXXX FOR SPECIFICATIONS AND STORAGE CALCULATIONS.5. ISOLATOR ROW. SEE DETAIL SHEET XXXX.