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D UTILITY - == ENT I i I � I /y I x i i / 11 II 1 D z m D D C� V) m m Et DZ C 0 Z J z --- I Q F- LU � --- W � 3 I U li II II I I I I 1 1 I 1 I I I I I I � I I ) I � I / I i _.L._._ I a I sm - - - - - _ _ - - - - _----- -------------Ti -II I F1 .. - .. ° W HYDRANT o 2 1 6" GV W/ BOX C5o2 C502 8" X 8" TEE CBMH-3 8 8" DIP WM C502 STMH-2 E RIM: 928.64 C5 INV: 924.27 III RIM: 927.42 C501 I -I I--I-I-I INV: 922.91« " CC 45° BEND( C502 272 LF 12" PVC (SCH. 40) @ 0.50% C502 45° BEN D (( " _ 4°DT r 14 LF 1 i�� � RCP @ 0.50% C502 145°BEND I I I _ I I _ Y I 152 LF 15" o. I RCP @ 0.50%� Y 45° BEND RIM: 928.44 INV: 924.34 a 2 O_ op C502 6" X 8"TEE COORD. W/MECH. 6" FIRE SERVICE 6" GV W/ BOX BRING 12" ABOVE FEE PROVIDE BLIND FLANGE COORD. W/ MECH. INV: 922.00 10" RD. COORD. W/ MECH. INV: 925.00 3" CU DOM. SERVICE �I-I -I I CBMH-4 ' _ z I RIM: 927.52 tY 8 INV (E): 923.80 90° LONG SWEEP 2 3' X 8"TEE C501 INV (N/S): 922.15 rsm 3" GV W/ BOX SUMP: 918.15 I 1 29 LF 18" RCP @ 0.5081 �� 11 90° LONG SWEEP All 120 LF 10- PVC (SCH. 40) @ 1100 % COORD W/ MECH q FES-1 ^ // C501 INV: 922.00� INV:923.3 it C502 g _ PROPOSED FIRE STATION CO, TYP 3 FFE: 930.00 (ARCH: 100'-0") DT INV: 920.67 B o I 8 2 _ C502 C502 � - 8 6"HYDRANT 6" GV W/ BOX 8"X6"TEE I p s s - � I Y III I s s 45° BEND C502 Y 6"HYDRANT 6" GV W/ BO; 8'X6"TEE 8"X8"TEE a 3 I N C502 I 8"DIP WM WET -TAP EXISTING WM 8" GV W/BOX �) _ I 100 LP g• C602 ) C502 PVC (sC-I) H. 40) @ 1.975. ) ) 01 92 LF8"PVC (SCH. 40) @ 0.40% CONNECT TO EXISTING SMH-1 18' RCP INV: 922.48' SANITARY MANHOLE 3 y 5 RIM: 928.00 8"PVC TOP: 921.86 INV: 920.86' IN (W):921.33 o _ C502 INV (E): 921.23 l �o'�' ml C503 C502 CO, P DT INV: 9 67 mg» 45' BEND I I 7L 10" RD. COORD. IhiI W/MECH. STMH-6 INV: 925.00 C501 RIM: 926.90 � 6 \/ C502 INV: 923.66 SUMP: 920.66 I �^ C502 27 LF 10" PVC (SCH. 40) @ 1.00% I RAIN GUARDIAN-1 45' BEND / 8" DIP WM Y 8 RIM: 927.38 6 INV: ,26.38 45° BEND I -I -I -I I C502 4" III Y I I 6 I I 6GV W BOX S C502 C502 8" fi"T OUTLET-7 STMH-5 RCP @ 1 00°0 RIM: 92S INV: 924.73 C501 10 8 RIM: 923.70 ` I� C501 C501 INV: 919.50 , CO, TYP 1 C. m m Y DT INV: 920.02 DT INV: 920.67 C509 @ LF 18%C503 DT INV: 920.67 I 1 " RCP @ 2.08% DT INV: 919.97 . - . .. - .. .. .. - - - ' ' - DT INV: 919.85 DT INV: 919.91 ..ES-3 - ; .. - DT INV: 919.5 C501 INV: 919.00' / o0 >x I WETLAND 3 / INCIDENTAL WETLAND PER I C RCWD REVIEW FILE 20-01OR J O I r� 1 II III I c�_ 9 I RAIN GUARDIAN-2xo. RIM: 926.69 6 INV: 925.69 C502 ii W 9 i CO, TYP DT INV: 920.67 C503 4 I INV 923.53 C501 DT INV: 920.26 DT INV: 920.17 V*DT-INV: 920.07 -� a I a I I � I LEGEND O STORM MANHOLE CTV CABLE UNDERGROUND LINE OE ELECTRIC OVERHEAD LINE O CATCH BASIN UE ELECTRIC UNDERGROUND LINE E3 CURB INLET FO FIBER OPTIC UNDERGROUND LINE - GAS - GAS - NATURAL GAS UNDERGROUND LINE ® FLARED END -> >- SANITARY SEWER PIPE O SANITARY MANHOLE >> STORM SEWER PIPE - T T- TELEPHONE UNDERGROUND LINE HYDRANT -I -I -I- WATERMAIN PIPE N GATE VALVE 8 BOX -» DT- DRAINTILE PIPE ® WATERSHUTOFF PIPE INSULATION o-0 LIGHT POLE UTILITY NOTES 1. It is the responsibility of the contractor to perform or coordinate all necessary utility connections and relocations 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 N, telephone, gas, electric, site lighting, etc. 2. All service connections shall be performed in accordance with state and local standard specifications 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 any demolition or excavation. 4. The contractor shall notify all appropriate engineering departments and utility companies 72 hours prior 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 where located within 10 feet of waterlines or the building. 6. Connect sand subbase draintile to adjacent catch basins or daylight. Provide solid PVC Schedule 40 piping when crossing waterlines. 7. All RCP pipe shown on the plans shall be MN/DOT class 5. 8. Maintain a minimum of 7 %' of cover over all water lines and sanitary sewer lines. Where 7 W of cover is not provided, install 2" rigid polystyrene insulation (MN/DOT 3760) with a thermal resistance 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 use 4" of insulation. 9. Install water lines 12" above sewers. Where the sewer is less than 12" below the water line (or above), install sewer piping of materials approved for inside building use for 10 feet on each side of the crossing. 10. All watermain piping shall be class 52 ductile iron pipe unless noted otherwise. 11. See Project Specifications for bedding requirements. 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 depths between 12' and 26', and class 52 D.I.P. for depths of 26' or more. 0 NORTH 0 15 30 60 yrcmov� y;a �nmWr� W g3m� r _oo3�V S 1 2022 1 A■ UTILITY PLAN C400