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AIR COMPRESSOR - <br />2" DIA. 110 PSI HIGH PRESSURE WHITE WATER MODEL 610 -HP <br />AIR RELEASE VALVE W/SHUT-OFF <br />VALVE FLOWLIFTING LUGS AS RQD. <br />O O <br />-t-1/2" AIR LINE TO 2" COUPLING <br />PRESSURE SWITCH 1/2" AIR LINE WARRICK PROBES <br />TYPE K COPPER (HARD) <br />W/SHUT-OFF VALVE CHECK VALVE 50" <br />2" EX HEAVY COUPLING 3/4" CPL. W/ 3/4"x1/2" 56 <br />HELLOE INSUL. BUSHING & 1/2' BALL VALVE <br />- NORTH END OF TANK SOUTH END OF TANK <br />(SEE BELOW) HWL �— (SEE BELOW) <br />L <br />q <br />8' DIA. 109000 GAL. PRESSURE TANK <br />ASME CODE WORKING PRESSURE 125 PSI <br />SEE GRADING & DRAINAGE PLAN, P.G.&E. TRANSFORMER <br />SHEET 4 FOR CONTINUATION OF 2' FAI <br />FOR PUMP STATION <br />C 20, DRIVEWAY �a 55 STEEL SUPPORTS 8" GATE VALVE <br />/ �\ v v v g" plpE BY SUPPLIER_ _ _ <br />� /� /� /� ;' g'-90' ELBOW <br />SEE WATER PLAN. SHEET 6 3' 5'x12'x18" THICK CONC. GENERATOR PADL: <br />I III <br />X FOR CONTINUATION OF 125 KW STD. DUTY GENERATOR W/ A 200 GAL. Ull�- <br />WATER LINE DI3L. WALLED FUEL TANK. (TO BE APPROVED BY 6" MIN. 45' CHAMFER 6 MIN -� 4" COUPLING 8" STEEL <br />4 COUPLING <br />X COUNTY ENG. PRIOR TO INSTALLATION) 6" MIN. � �� <br />(TYP. ALL EXPOSED EDGES) r 4' BALL VALVE 6" MIN. J PIPE <br />5 4" BALL VALVE-�'� �I I III <br />D! FL- (WOLVERINE OR EQUAL) I°I 15'-6" I I (WOLVERINE OR EQUAL) <br />DRESSER <br />I X �NV`32 s6 3/4� CORPORATION STOP & " SUPPORTS AS RQD. 10 G' COUPLING <br />COPPER WATER LINE TO 6 4x90 ELBOW II I f $ I I I 14x90 ELBOW <br />X EMERGENCY EYE WASH MFG. II II <br />� 2" AC _ — — I I`1 III — Y � <br />EMERGENCY EYE WASH e 1, " <br />00 DRAIN TO GROUND SURFACE 8" AB r <br />U W <1 lJ 1,12" iA <br />i< <br />5 BARS ® 16 O.C. (TYP.) 15 <br />BENT UP ON TOP) <br />CHLORINATOR BLDG #5 BARS ® 12"O.C. (TYP.) <br />NOTES: <br />PUMP &WELD 4'x4' CONC. MOTOR BLOCK & 1. THE PRESSURE TANK SHALL BE TAGGED WITH AN ASME PLATE. 7. REINFORCING SHALL BE GRADE 60 AND SHALL CONFORM TO <br />25' 14'x13' PUIvyP HOUSE (SEE SHEET 18 FOR DETAILS) SECTION 52 OF THE STANDARD SPECIFICATIONS OF THE STATE OF <br />%< + DRAIN PUMP PACKING LINE TO GROUND SURFACE TA �'K �' C 2, THE �BOOSTER <br />VE STING GROUND.DTHE COMPRESSOR SHALL BE BUILT CALIFORNIA, DEPARTMENT OF TRANSPORTATION. <br />X PRESSURE I\ /'USI LG NTS B. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 PSI <br />Ado PUMP <br />r- -- SWITCH 3. POST A FLAMMABLE SIGN ON ALL FUEL TANKS. IN 28 DAYS AND SHALL CONFORM TO SECTION 90 OF THE STANDARD <br />SpA SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF <br />X 4. INSTALL A SCREEN COVER OVER THE VACUUM RELIEF VALVE. TRANSPORTATION. EXPOSED CONCRETE FINISH WORK SHALL COMPLY <br />CONC APRON WITH SECTION 51-1.188 OF THE STANDARD OF SPECIFICATIONS. <br />0 X 5. INSTALL A SPLIT P.V.C. PIPE OVER THE SIGHT GLASS. <br />6' HIGH CHAIN LINK FENCE (TYP) 9. ALL COUPLINGS WELDED TO TANK SHALL BE EXTRA HEAVY SERIES, <br />W/ BROWN PLASTIC SLATS 6. AFTER COMPLETION OF WELL, HAVE P.G.&E. RUN A PUMP TEST NPT THREADED. <br />19.5' 14' 10' AND ARRANGE A FIRE HYDRANT FLOW TEST WITH THE FIRE DEPT. <br />0.5' TYP OR A PRIVATE AGENCY. 10. ALL EXPOSED PIPING SHALL BE WRAPPED WITH INSULATION. <br />X <br />SEE SHEET 17 <br />X FOR PAVING DETAIL / 1/41 /41/4 1/4 <br />J DIA DIA DIA DIA <br />t 50' <br />/ / 0 <br />« <br />SPLIT PVC VANDAL COVER — 1/2 NPT COUPLING <br />AIR VOLUME CONTROLONG_ SIGHT GLASS W/ 1/2 <br />21 AR T RAP #211 125 APARATUS RPSIG SHUT-OFF VALVES <br />� l VALVE — PRESSURE GAUGE SOPENING 14 zE 8" <br />SCALE: 1"=10 �¢g <br />oryo J / 1" NPT COUPLING-1—�_ SHUT-OFF VALVE <br />STL. SUPPORTS BY SUPPLIER <br />UPPLIER TO <br />`. 1/2" NPT COUPLING CALCS. TO COUNTY IENGDESIGN NEER <br />1/2 DIA VERIFYING COMPLIANCE <br />/ BOTTOM VALVE W/ UBC REQUIREMENT FOR A <br />W/ DRAIN COCK "CRITICAL STRUCTURE" <br />24" 8" STL PIPE (OUTLET) <br />l PRESSURE TANK AND PUMP SITE 6" MIN <br />8"-90' ELBOW <br />6' 1" NUT & FLAT WASHER <br />(8 EA. RQD.)(TYP.) <br />7 --4 - 17-I- -1- _4 - I- -I-- 4- <br />17 <br />n _ IIL I _I — I I —I — I I I <br />27 AC 2 ACS- — — <br />8" AB--� {tt r,-1", 8 AB—► I I< <br />�i% IT _� I <br />ASTM7 77 <br />XA-307 (2 EA. RQD) 24� ANCHOR BOLTS #5 REBARS ®16" O.C. (TYP.) <br />l , <br />10' #5 REBARS 012" O.C. (TYP.) <br />I <br />rn <br />NORTH END OF TANK SOUTH END OF TANK <br />V) <br />JI NTS NTS <br />z <br />w <br />REVISION DATE DESCRIPTION APPROVED DATE <br />o COMPUTED: CELLA BARR 'fR'%/ ' IMPROVEMENT PLANS FOR DATE: 10/28/1999 <br />8 �R 9 SCALE: 19 <br />DRAWN BY: RAE ,� _-�a� BLACK OAK ESTATES <br />a ASSOCIATES z z HORIZONTAL: AS SHOWN OF <br />DESIGN BY: DJS Im NO. C 047099 /L _ �2 _ �/ VERTICAL: NONE <br />ENGNEEM•PLAWK.I,WDSCME PRCNIIECTURE• WATER RESOURCES. SURVEI'NG 0% EXP. 12/31/99 PRESSURE TANK & WELL SITE <br />*& CIo- CADFILE: SHT19-WELLSITE.DWG 28 <br />PROJ. ENGR. SRB 777 CAMPUS COMMONS ROAD SUITE 200 SACRAMENTO, CA 95825 gTFQ CAU <br />PHONE (916) 565-7446- FAX (916) 565 7452 R COUNTY OF SAN JOA UIN CALIFORNIA JOB N0: 530084.01 <br />o <br />PRINTED: THUR 10/28/1999 13:57:53 <br />