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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 r — <br />VALVE FLOW LIFTING LUGS AS RQD. <br />:91 <br />O !;;__h O <br />L-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 />HELLOS INSUL. BUSHING & 1 /2' BALL VALVE <br />NORTH END OF TANK HWL --- SOUTH END OF TANK <br />(SEE BELOW) <br />(SEE BELOW) <br />LWL <br />- 8' DIA. <br />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' FOR PUMP STATION <br />DRIVEWAY 55 <br />20 �a STEEL SUPPORTS--,..8" GATE VALVE <br />�/ <br />8" PIPE BY SUPPLIER <br />�\ /\ x X _ 3 <br />� SEE WATER PLAN. SHEET 6 3' 5'x12'x18" THICK CONC. GENERATOR PAD <br />x FOR CONTINUATION OF 125 KW STD. DUTY GENERATOR W/ A 200 GAL. L& -' <br />WATER LINE DOL. WALLED FUEL TANK. (TO BE APPROVED BY „ <br />j� " COUPLING 6" MIN. 45' CHAMFER 6" MIN �� 4" COUPLING 8 STEEL <br />6" MIN. �� TYP. ALL EXPOSED EDGES 6" MIN. PIPE <br />S 4 BALL VALVE <br />I I f I ( ) I_ { .:, I I 4" BALL VALVE <br />DI FL_ (WOLVERINE OR EQUAL) ICI 15'-6" I I (WOLVERINE OR EQUAL) y._ DRESSER <br />x /NV_32 s 0 3/4' CORPORATION STOP & SUPPORTS AS RQD. ' <br />6 6 4 x90' ELBOW III I I 11 1 4 1 4" x90' ELBOW COUPLING <br />T R IN T COPIER WATER LINE O � I I?41 <br />>G EMERGENCY EYE WASH " I{ { { 11 BY TANK MFG. { <br />2 AC--�- --- — <br />EMERGE CY EYE WASH { 11 II <br />DRAIN TO GROUND SURFACE00 <br />; <br />I I� 1 <br />127 <br />Li w <br />5 BARS 0 16'0.C. (TYP.) <br />BENT UP ON TOP) 81-0" <br />0 <br />CHLORINATOR BLDG <br />#5 BARS 0 1270.C. (TYP.) <br />1 <br />NOTES: <br />PUMP & WE 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' PU14P HOUSE (SEE SHEET 18 FOR DETAILS) <br />1 %< DRAIN PUMP PACKING LINE TO GROUND SURFACE SECTION 52 OF THE STANDARD SPECIFICATIONS OF THE STATE OF <br />Oil i + PRESSURE TANK PROFILE 2. 3ABOVE <br />STING GROUND. H AOS D HE COMPRESSOR SHALL BE BUILT CALIFORNIA, DEPARTMENT OF TRANSPORTATION. <br />I x PRESSURE, NTS B. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 PSI <br />,o o°`�a PUMP �-- <br />SWITCH 3. POST A FLAMMABLE SIGN ON ALL FUEL TANKS. IN 28 DAYS AND SHALL CONFORM TO SECTION 90 OF THE STANDARD <br />S 0 SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF <br />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 PHAIN 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 />x 0 5' TYP. OR A PRIVATE AGENCY. 10. ALL EXPOSED PIPING SHALL BE WRAPPED WITH INSULATION. <br />x <br />SEE SHEET 17 1 4 1 4 1 4 1 4 <br />x FOR PAVING DETAIL ' <br />' DIA DIA DIA DIA <br />50 / 38 <br />7 /y 4 „ <br />J c c SPLIT PVC VANDAL COVER 1 /2 NPT COUPLING <br />AIR VOLUME CONTROL \ SIGHT GLASS W/ 1 /2" <br />APPARATUS ARMSTRONG SHUT-OFF VALVES <br />21 AR TRAP #21 125 PSIG <br />/ PRESSURE GAUGE STANDARD ACCESS <br />SCALE: 1"=10' VALVE 46" OPENING 14 x1E' <br />1" NPT COUPLING --�� SHUT-OFF VALVE <br />o <br />o' <br />STL. SUPPORTS BY SUPPLIER <br />1/2" NPT COUPLING C(SUPPLIER SUBMIT ALCS.TO OUNTY ENG NEER <br />1 /2 DIA VERIFYING COMPLIANCE f <br />r / BOTTOM VALVE W/ UBC REQUIREMENT FOR A <br />/ W/ DRAIN COCK "CRITICAL STRUCTURE" <br />:m <br />24" 8" STL PIPE (OUTLET) �- <br />-- _ PRESSURE TANK AND PUMP SITE 6" MIN <br />.sod <br />.� 8" -90' ELBOW 67 <br />6 1" NUT & FLAT WASHER <br />4 (8 EA. RQD.)(TYP.) <br />�i <br />27 <br />ACC- �.. <br />117 <br />II I II <br />� I I I I I L� 14,1 <br />(' 1"' x 24" ANCHOR BOLTS #5 REBARS 016" Q.C. (TYP.) <br />ASTM A-307 (2 EA. RQD.) <br />- 10' <br />#5 REBARS 012" O.C. (TYP.) <br />c� <br />NORTH END OF TANK SOUTH END OF TANK <br />NTS NITS <br />z <br />w <br />11.1 o REVISION DATE DESCRIPTION APPROVED DATE COMPUTED: CELLA BARR <br />���ssiol, IMPROVEMENT PLANS FOR DATE: 10/28/1999 <br />s DRAWN BY: �E � r 5:9 BLACK O A K ESTATES SCALE: <br />-- ASSOCIATES N z Z HORIZONTAL: AS SHOWN OF <br />DESIGN BY: DJS +� r40. C 047099 ' <br />��. NG . IANOSCAK ARMITECTUK . WATER RESOURCES . S� EXP, 12/,M/99 �z - f� - � PRESSURE TANK & WELL SITE VERTICAL: NONE <br />PROJ. ENGR. SRB 777 CAMPUS COMMONS ROAD SUPHONE {916) 565-7446 FTE 200 FAX (916) 565-7452 SACRAMENTO, CA 95825 *STgT cvi� �P CADFILE: SHT19-WELLSITE.DWG 28 <br />�f�'CAL1� <br />COUNTY OF SAN JOA4 UIN CALIFORNIA JOB NO: 530084.01 <br />o _ <br />PRINTED: THUR 10/28/1999 13:57:53 <br />