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54 UNITAPARTMENTBUILDINGFFE = 934.50NEW 12 UNIT GARAGEFFE = 933.50NEW 10 UNIT GARAGEFFE = 933.50NEW 10 UNIT GARAGEFFE = 933.50NEW 10 UNIT GARAGEFFE = 933.5022'x24'GARAGE(TYP)27'x76'HOME PAD(TYP)15135FOREST BLVD15093150951509712"RCP ST S15"RCPST S15"PVCST S15"PVCST S15"PVCST S27"RCP ST S24"RCP ST SBLDGSETBACK15"PVC ST SSTMH 4RIM = 931.00INV = 923.87CB 11RIM = 828.60*INV = 823.35* NINV = 923.15* W/SWSTMH 5RIM = 931.00INV = 923.3894 LF 15" RCP@ 0.52%44 LF 15"RCP @ 0.52%EX SAN MHCORE DRILL &CONNECT TO EXISTINGRIM = 929.10*INV = 917.90*SAN MH 2RIM = 931.15INV = 918.59107 LF 8" PVC@ 0.40%66 LF 8" PVC@ 0.40%COORD. W/MECHINV = 926.13SAN MH 1RIM = 930.00INV = 918.16290 LF 8"PVC @ 2.0%4"x8" WYE (TYP 16)COORD. LOCATIONSW/MECH & OWNER6" PVC ROOF LEADERS (TYP EACH)COORD. LOCATIONS W/MECH & ARCHCB 9RIM = 930.00INV = 924.35*STMH XRIM = 930.25INV = 924.32*29 LF 15" RCP @ 0.52%16 LF 12" RCP @ 0.81%CB 10RIM = 930.00INV = 924.1962 LF 16" SCH 40PVC @ 0.52%CLEANOUTINV = 925.959 LF 8" PVC @ 2.0%STMH 1RIM = 934.00INV = 930.06 INV = 930.19STMH 2RIM = 933.70INV = 929.84COINV = 931.07COINV = 930.74COINV = 930.71COINV = 930.43COINV = 930.40COINV = 930.32COINV = 931.05COINV = 930.81COINV = 930.77COINV = 830.17COINV = 930.1483 LF 6" PVC @ 0.40%8 LF 6" PVC@ 0.40%8 LF 6" PVC@ 0.40%70 LF 6" PVC@ 0.40%83 LF 8" PVC @ 0.40%66 LF 6" PVC@ 0.40%60 LF 6" PVC @ 0.40%8 LF 6" PVC @ 0.40%151 LF 8" PVC@ 0.40%8 LF 8" PVC @0.40%75 LF 8" PVC @ 0.40%88 LF 6" PVC@ 0.40%6" PVC ROOF LEADER(TYP 12 TOTAL BETWEEN 4 GARAGES)INV = 930.66CB 7RIM = 932.91INV = 930.32 (NE)INV = 929.82 (W/S)INV = 930.43270 LF 6" PVC @ 0.50%CB 4RIM = 933.00INV = 929.90CB 3RIM = 932.50INV = 929.36CB 2RIM = 932.65INV = 928.92CB 1RIM = 932.67INV = 928.58 (W/E)INV = 929.08 (SW/N)SUMP = 924.5840 LF 10"PVC @0.40%73 LF 18" HDPE@ 0.40%85 LF 20" HDPE@ 0.40%19 LF 24" HDPE@ 0.40%FES INV = 928.5015 LF 10" PVC@ 0.40%78 LF 8" PVC @ 2.0%SAN MH 3RIM = 933.26INV = 924.39106 LF 15"HDPE @ 0.40%CB 5RIM = 932.78INV = 929.78CB 6RIM = 933.00INV = 930.05 (E)INV = 929.55 (N/S)84 LF 12" HDPE@ 0.40%67 LF 12" HDPE@ 0.40%CB 8RIM = 933.00INV = 930.0353 LF 12" HDPE@ 0.40%68 LF 6" PVC @ 0.50%38 LF 18" HDPE @ 0.40%STMH 3RIM = 933.02INV = 929.2147 LF 6" PVC @ 0.50%INV = 930.2964 LF 6" PVC @ 0.50%202 LF 8" PVC@ 1.0%CONNECT TOEX. 12" WM12"x8" TEE12" PLUG8" GV & BOX8" WMFUTURESTUB TOWELL #18" x 8" TEE8" GV & BOX8" PLUG6"x8" TEE8" GV & BOXCOORD W/ MECH22.5° BEND22.5° BEND6" HYDRANT6" GV & BOX8"x8" TEE8" GV & BOX8" WM45°BEND (2)8" WMCB 13RIM = 928.2*INV = 925.6*CB 12RIM = 928.2*INV = 925.3* (W)INV = 925.1* (N)10 LF 15" RCP @ 3.0%134 LF 10"SCH 40 PVC@ 0.40%8" WMFES INV = 930.10FES INV = 930.40*60 LF 15" CMP @ 0.50 %SAN MH 4RIM = 932.37INV = 920.616"x8" TEE6" HYDRANT6" GV & BOXINV = 929.4020'DRAINAGE / UTILITYEASEMENT20'DRAINAGE / UTILITYEASEMENTMATCH LINE SEE SHEET C401MATCH LINE SEE SHEET C402DescriptionRev.DateHUGO EAST APARTMENTS& MANUFACTURED HOMES15135 FOREST BLVD. NORTH &15067 - 15097 FOREST BLVD. NORTHHUGO, MN 55038Sheet Title:Project #:Drawn By:Checked By:Issue Date:12226070.000BDMMJW08.05.223524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2022 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2022\12226070 - Hugo East Apartments & Manufactured Homes\C. Design\Drawing Files\12226070 C400 - Utility.dwgLarsonEngineering, Inc.Project Title:Client:Date: Lic. No.:I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.PRELIMINARY NOT FOR CONSTRUCTION0NORTH204080Sheet:TPP, LLC6770 STILLWATER BLVD, SUITE 110STILLWATER, MN 55082UTILITY PLANC401CABLE UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEELECTRIC UNDERGROUND LINEELECTRIC OVERHEAD LINETELEPHONE UNDERGROUND LINESTORM SEWER PIPESANITARY SEWER PIPENATURAL GAS UNDERGROUND LINEWATERMAIN PIPELIGHT POLESTORM MANHOLEFLARED ENDCURB INLETCATCH BASINWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLEDRAINTILE PIPEUTILITY NOTES1.It is the responsibility of the contractor to perform or coordinate all necessary utility connections andrelocations from existing utility locations to the proposed building, as well as to all onsite amenities.These connections include but are not limited to water, sanitary sewer, cable TV, telephone, gas,electric, site lighting, etc.2.All service connections shall be performed in accordance with state and local standardspecifications for construction. Utility connections (sanitary sewer, watermain, and storm sewer)may require a permit from the City.3.The contractor shall verify the elevations at proposed connections to existing utilities prior to anydemolition or excavation.4.The contractor shall notify all appropriate engineering departments and utility companies 72 hoursprior to construction. All necessary precautions shall be made to avoid damage to existing utilities.5.Storm sewer requires testing in accordance with Minnesota plumbing code 4714.1109 wherelocated within 10 feet of waterlines or the building.6.All roof drainage storm sewer piping shall be Schedule 40 PVC, unless noted otherwise.7.HDPE storm sewer piping shall meet ASTM F2306 and fittings shall meet ASTM D3212 jointpressure test. Installation shall meet ASTM C2321.8.All RCP pipe shown on the plans shall be MN/DOT class 3.9.Maintain a minimum of 7 ½' of cover over all water lines and sanitary sewer lines. Where 7 ½' ofcover is not provided, install 2” rigid polystyrene insulation (MN/DOT 3760) with a thermalresistance of at least 5 and a compressive strength of at least 25 psi. Insulation shall be 8' wide,centered over pipe with 6” sand cushion between pipe and insulation. Where depth is less than 5',use 4” of insulation.10.Install water lines 12” above sewers. Where the sewer is less than 12" below the water line (orabove), install sewer piping of materials approved for inside building use for 10 feet on each side ofthe crossing.11.All watermain piping shall be C-900 PVC, or class 52 ductile iron pipe, unless noted otherwise.12.Pressure test and disinfect all new watermains in accordance with state and local requirements.13.Sanitary sewer piping shall be PVC, SDR-35 for depths less than 12', PVC SDR-26 for depthsbetween 12' and 26', and class 52 D.I.P. for depths of 26' or more, unless specifically notedotherwise on plans.SYMBOL LEGEND