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D <br />R 6" <br />STREET 10' 0" 33' 0" <br />PUE <br />6'CL FENCE <br />ELEV 14.75. <br />10 <br />15'0" '0." 15' 0" <br />1(— <br />TOE OF SLOPE (TYP) <br />BERM TO SHIELD WWTP <br />4/ SCALE: I" - 10' <br />• 6" <br />WWTP SITE <br />ELEV 14.75 <br />tD <br />44 <br />12.5' 12' 36' <br />NUT FOR "T" HANDLE OPERATOR <br />2.5 <br />I� <br />6" C900 PVC DRAIN TO <br />RAW SEWAGE PUMP STATION <br />OND DRAIN CANAL GATE <br />VARIES <br />ROAD <br />BACKFILL I OR 2 -� <br />SELECT BACKFILL <br />I, 2, 3 OR 4 —� <br />D . E <br />- DETECTABLE MARKING <br />TAPE (TYP ALL TRENCHES) <br />I{I-III'-' � I=:illi_ illi <br />I <br />w <br />_Z <br />D <br />O <br />OD <br />D <br />8" TO 10" (EXCEPT 2" TO <br />4" IN PAVED AREAS) <br />BEDDING 1.2 OR 3 \, 0.50 OD `J <br />0.61 <br />ID <br />MAX WIDTH MAX WIDTH <br />PIPE DIA + 24" PIPE DIA + 24" <br />3� CANAL GATE <br />N <br />�I <br />SCALE: 1" - 10' <br />2" ASPHALTIC <br />CONCRETE <br />SLOPE VARIES <br />ogU - - <br />0 <br />SUBGRADE <br />TYP ROAD PAVING SECTION <br />SCALE: NONE <br />VARIES <br />t ROAD <br />SLOPE VARIES I SLOPE VARIES <br />6"AGGREGATE BASE SUBGRADE <br />NOTE: <br />AGGREGATE BASE ROAD ON LEVEE <br />SHALL HAVE NO SLOPE <br />TYP AB ROADWAY SECTION <br />SCALE: NONE <br />F <br />IIS;_ -Illi: -1 <br />BACKFILL <br />11IOR 2 _ 5' <br />RIGID FLEXIBLE <br />NOTE: <br />RIGID INCLUDES ALL STEEL, CAST IRON, <br />CONCRETE E CLAY PIPE. <br />FLEXIBLE INCLUDES ALL PLASTIC PIPE <br />TYPICAL TRENCH <br />------------- <br />NTS <br />STORM DRAIN � \ <br />GROUT FILLET ALL AROUND U <br />(V <br />NEENAH FOUNDRY CO. <br />R-2573-1 FRAME <br />W/ TYPE "F" GRATE <br />ELEV = 9.50 <br />STD 4' ID PRECAST <br />CONC MH <br />BREAK OUT MH, DRY PACK <br />PIPE IN PLACE W/ NON - <br />SHRINK EPDXY GROUT (TYP) <br />STORM DRAIN <br />D v • . <br />101 <br />v Dr4v j - p <br />6" <br />12"MAX <br />CONC BASE <br />W/ #4 @ 12" EW <br />TYPICAL DRAINAGE MANHOLE <br />SCALE : %2' - P-0" <br />SCALE DATE DESIGNED ERS SUBMITTED ® DEWANTE AND STOWELL <br />AUGUST 1994 <br />AS SHOWN DRAWN MVW RECOMMENDED CONSULTING ENGINEERS <br />FILE <br />a3423 CHECKED ERS APPROVED SACRAMENTO. CALIFORNIA <br />3 <br />G H <br />IEVISIONI DESCRIPTION BY I APP I DATE <br />RECORD DWG. CHANGES INCORP. DCL RMD 6-95 <br />® 4• <br />�&'X3" ECC RED <br />STORAGE POND <br />RETURN PUMP <br />EMERGENCY STORAGE <br />SELECT <br />BOARCK2ILL 6� I FLEX COUPLING W/ POND BOTTOM <br />RESTRAINING LUGS <br />BEDDING n <br />I OR 2 4" 4 I <br />� PVC ® *'DIP <br />TRANSITION <br />COUPLING 8'x 8'x 6" CONC SLAB <br />W/ #4 REBAR @ 12" CCEW <br />IN CENTER OF SLAB <br />POND <br />Z_ <br />2 <br />l9 <br />m <br />INSTALL SERVICE <br />SADDLE BEFORE <br />DRILLING = <br />12" x 4" DBL STRAP <br />SERVICE SADDLE <br />WATER MAIN <br />FLAG CITY <br />SAN JOAQUIN CO.. CALIFORNIA <br />WASTEWATER TREATMENT FACILITIES <br />OVAL FLANGED ANGLE <br />METER VALVE ---� <br />FG <br />RETURN PUMP <br />_Z <br />O <br />c <br />CONNECTION ADAPTER <br />CORPORATION STOP <br />I 3 <br />NTS <br />2" METER <br />METER BOX <br />NEW 2" CU <br />SERVICE LINE <br />2" GV <br />2 -BOLT OVAL <br />FLANGED METER <br />COUPLING <br />WATER SERVICE TAP & METER CONNECTION <br />NTS <br />R/W <br />10'0" <br />15'0" <br />BERM TO SHIELD WWTP <br />BACKFLOW PREVENTOR ASS'Y <br />FIN GRADE <br />6' CL FENCE <br />c� <br />2" CU <br />2" PVC TO SITE <br />WATER MAIN <br />REDUCED PRESSURE BACKFLOW QRO...... yA <br />PREVENTION ASSEMBLY <br />� <br />c W 140. 6513 <br />'%•`�`'`'c'I0: <br />fly'••......•• �\R. <br />if OF CAUF�� <br />RECORD DRA WING <br />DRAWING NUMBER SHEET NUMBER <br />PAVING, DRAINAGE <br />& UTILITIES DETAILS g of 44 <br />5 <br />4 <br />3 <br />D <br />STORM DRAIN � \ <br />GROUT FILLET ALL AROUND U <br />(V <br />NEENAH FOUNDRY CO. <br />R-2573-1 FRAME <br />W/ TYPE "F" GRATE <br />ELEV = 9.50 <br />STD 4' ID PRECAST <br />CONC MH <br />BREAK OUT MH, DRY PACK <br />PIPE IN PLACE W/ NON - <br />SHRINK EPDXY GROUT (TYP) <br />STORM DRAIN <br />D v • . <br />101 <br />v Dr4v j - p <br />6" <br />12"MAX <br />CONC BASE <br />W/ #4 @ 12" EW <br />TYPICAL DRAINAGE MANHOLE <br />SCALE : %2' - P-0" <br />SCALE DATE DESIGNED ERS SUBMITTED ® DEWANTE AND STOWELL <br />AUGUST 1994 <br />AS SHOWN DRAWN MVW RECOMMENDED CONSULTING ENGINEERS <br />FILE <br />a3423 CHECKED ERS APPROVED SACRAMENTO. CALIFORNIA <br />3 <br />G H <br />IEVISIONI DESCRIPTION BY I APP I DATE <br />RECORD DWG. CHANGES INCORP. DCL RMD 6-95 <br />® 4• <br />�&'X3" ECC RED <br />STORAGE POND <br />RETURN PUMP <br />EMERGENCY STORAGE <br />SELECT <br />BOARCK2ILL 6� I FLEX COUPLING W/ POND BOTTOM <br />RESTRAINING LUGS <br />BEDDING n <br />I OR 2 4" 4 I <br />� PVC ® *'DIP <br />TRANSITION <br />COUPLING 8'x 8'x 6" CONC SLAB <br />W/ #4 REBAR @ 12" CCEW <br />IN CENTER OF SLAB <br />POND <br />Z_ <br />2 <br />l9 <br />m <br />INSTALL SERVICE <br />SADDLE BEFORE <br />DRILLING = <br />12" x 4" DBL STRAP <br />SERVICE SADDLE <br />WATER MAIN <br />FLAG CITY <br />SAN JOAQUIN CO.. CALIFORNIA <br />WASTEWATER TREATMENT FACILITIES <br />OVAL FLANGED ANGLE <br />METER VALVE ---� <br />FG <br />RETURN PUMP <br />_Z <br />O <br />c <br />CONNECTION ADAPTER <br />CORPORATION STOP <br />I 3 <br />NTS <br />2" METER <br />METER BOX <br />NEW 2" CU <br />SERVICE LINE <br />2" GV <br />2 -BOLT OVAL <br />FLANGED METER <br />COUPLING <br />WATER SERVICE TAP & METER CONNECTION <br />NTS <br />R/W <br />10'0" <br />15'0" <br />BERM TO SHIELD WWTP <br />BACKFLOW PREVENTOR ASS'Y <br />FIN GRADE <br />6' CL FENCE <br />c� <br />2" CU <br />2" PVC TO SITE <br />WATER MAIN <br />REDUCED PRESSURE BACKFLOW QRO...... yA <br />PREVENTION ASSEMBLY <br />� <br />c W 140. 6513 <br />'%•`�`'`'c'I0: <br />fly'••......•• �\R. <br />if OF CAUF�� <br />RECORD DRA WING <br />DRAWING NUMBER SHEET NUMBER <br />PAVING, DRAINAGE <br />& UTILITIES DETAILS g of 44 <br />5 <br />4 <br />3 <br />