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I <br /> A t <br /> 8 C f3 E F G H <br /> REVISION DESCAIPTION 8Y App DATE <br /> 8"TO 10"(EXCEPT 2"TO <br /> R/W 61, G1. MARKING 4"IN PAVED AREAS) <br /> 6" TAPE {TYP ALL TRENCHES) <br /> STREET 10-0 33'0. WWTP SITE <br /> PUE !-111111UI fl(r lllfni !�I ILII III-1111;1 <br /> 0 <br /> 15'0" W Z BACKFILL 6"X3"ECC RED 6 <br /> 6'GL FENCE 9 ELEV 14,75 BACKFILL €OR 2 Q €[! I OR 2 5* <br /> STORAGE POND 5 <br /> 11 > RETURN PUMP � <br /> > D Ou 3 EMERGENCY STORAGE <br /> SELECT 8AGKFILL _ SELECT R1 STRAIN€NG LUGS <br /> TOE OF SLOPE (TYP) FLEX COUPLING w/ POND BOTTOM <br /> I,2.3 OR 4 ifl N OR 21LL 6�. 5x _a I <br /> ��AIBERM TO SHIELD WWTP <br /> SCALEe I"- €O' E3EDDING 1.2 OR 3 0.50 OD BEDDOR ING <br /> 6"PVC G"DIP <br /> 0.6111 (111171 <br /> I N f�llIf 411(=_I' CRANSfT$ON 3 <br /> — 1 1— OU LING 8'x 8'x 6"GONG SLAB <br /> f2.5' f2' 36' €D MAX WIDTH €Nwl •CENTERROF (SLAB�W <br /> MAX WIDTH <br /> NUT FOR "T"HANDLE OPERATOR PIPE DIA + 24" PIPE DIA + 24" <br /> ELEV 14.752.5 POND RETURN PUMP <br /> 3 € CANAL GATE RIGID FLEXIBLE NTS <br /> 6"Cg00 PVC DRAIN TO iv a <br /> RAW SEWAGE PUMP STATION NOTE= <br /> RIGID INCLUDES ALL- STEEL.CAST IRON. <br /> CONCRETE f CLAY PIPE. 2"METER <br /> FLEXIBLE INCLUDES ALL PLASTIC PIPE <br /> e POND DRAIN CANAL GATE METER BOX <br /> 5 OVAL FLANGED ANGLE <br /> SCALEe I'•- ,0• TYPICAL TRENCH METER VALVE <br /> / /I NEW 2"CLE <br /> NTS FG SERVICE LINE <br /> VARIES <br /> Z <br /> @ ROAD 2 m <br /> 2"ASPHALTIC m 2"GV <br /> CONCRETE 2 — BOLT OVAL <br /> INSTALL. SERVICE .�CONNECTION ADAPTER FLANGED METER 3 <br /> SLOPE VARIES SLOPE VARIES SADDLE BEFORE COUPLING <br /> —+ --- DRILLING CORPORATION STOP <br /> 12"x 4"DBL STRAP <br /> SERVICE SADDLE <br /> WATER MAIN <br /> 6"AGGREGATE BASE SUBGRADE <br /> TYP ROAD PAVING SECTION NEENAH FOUNDRY CO. WATER SERVICE TAP & METER CONNECTION <br /> R-2573-1 FRAME <br /> SCALEe NONE x7 TYPE "F"GRATE NTS <br /> ELEV - 9.50 <br /> VARIES STD 4'ID PRECAST <br /> ° GONG MH R/W <br /> 10'0" 15'O" <br /> 4. ROAD <br /> BREAK OUT MH•DRY PACK BERM TO SHIELD WWTP <br /> PIPE IN PLACE / NON— <br /> SHRINK EPDXY GROUT (TYP) <br /> NON— <br /> SLOPE pE VAR€ES SLOPE VAR€ES STORM DRAIN BACKFLOW PREVENTCR ASSY <br /> r I STORM DRAIN L FIN GRADE <br /> G'CIL FENCE <br /> G"AGGREGATE BASE SU13GRACE� GROUT FILLET ALL AROUND <br /> IV <br /> 2"PVC TO SITE <br /> NOTE` 2'•CU FROM WATER MAIN <br /> AGGREGATE BASE ROAD ON LEVEE �� <br /> SHALL HAVE NO SLOPE 6, <br /> 12"MAX <br /> TYP AS ROADWAY SECTION GONG BASE Qp4FE5Sl0y , <br /> W/ •4e 12"EW REDUCED PRESSURE BACKFLOW �01 • '�'sr ��F <br /> PREVENTION ASSEMBLY <br /> SCALEe NONE <br /> TYPICAL DRAINAGE MANHOLE � <br /> SCALE e rz'- ,'-0" THIS DRAWING IS REDUCED <br /> S�A�DF C�U`dm <br /> TO HALF SIZE <br /> SCALE DATE SCD DESIGNED ERS SUBMITTED FLAG CITY DRAWING NUMBER SHEET NUMBER <br /> ;� Afk;L2^jT 1gg4 DEWAHTE AND 8'I!?WIE:LL PAVING , DRAINAGE <br /> y-"; A5 S�IpyyN vpAwM MVW RECOMMENDED BAH JOAQUIH CO.,CALIrORNIA <br /> FILE CHECKED ERS CONSULTING EMQIliE1ESAtI & UTILITIES DETAILS <br /> o 83423 APPROVED SACRAMENTO.CALIFORNIA WASTEWATER TREATMENT FACILITIES 8 OF 44 <br />