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mn ILv: IMUM IV/t0/inns IJ:pn:II <br />4' 14' <br />4' MIN <br />CONTROL <br />SIGNAL <br />rELECTRICAL z <br />AIR & VACUUM RELEASE <br />PANEL - =o <br />W/ SCREEN & PRESSURE GAGE <br />r % <br />5' <br />MOTOR 75 HP -1770 RPM <br />SLEEVE COUPLING — <br />SEPARATE CHLORINE ROOM <br />3 PHASE, 60HZ, PUMP PACKING DRAIN LINE <br />&HARNESS SET a <br />FROM MAIN BUILDING. <br />E <br />METER VALVE VALVE <br />8" CL.150 ANSI DISCHARGE <br />ARGRG E FLANGE. <br />I I <br />CONCRETE APRON <br />MAIN <br />/ <br />PUMP <br />WATER LEVEL GAUGE <br />HARNESS SET 8" CHECK, CLA-VAL MODEL <br />_ <br />CONC. APRON I I BRONZE <br />APPARATUS AND FITTINGS 100-23, OR EQUAL <br />STOP <br />TO TOP OF BOWLS <br />CHLORINE INJECTION PT. <br />I W/NOZZLE I <br />EMERGENCY EYE WAS <br />SCREENED AND IIIII IIII & VENTURI MIXERCHLORINE <br />& SHOWER <br />INVERTED CASING 8" METER <br />CAP <br />18 CHECK VALVE INJECTION I I <br />(DRAIN TO PAVEMENT) <br />, � � <br />VENT 4" DIA. <br />PVC INJECTION <br />50 GAL. LIQUID <br />VALVE <br />CHLORINE MIXING <br />ANCHOR BOLTS, y <br />VALVE <br />DRUM <br />P <br />NP' TO HYDRO- <br />/ <br />I I <br />PNUEMATIC TANK <br />CONTRACTOR TO <br />LEVEL <br />I I I <br />PROVIDE SEISMIC <br />INDICATOR <br />FININSHED 6" CLEAR. <br />GRADE 1 /4" STL. - 8" GATE VALVE <br />DRESSER %' <br />FORDESIGANC ANCHORAGE <br />8" MAIN <br />R COVER COUPLING <br />i I <br />0 0 0 0A>� -� TO BYPASS <br />3/� P E <br />OUNTING PAD <br />CHLORIN4" S0. <br />0 0 _o !<-� BLDG. <br />- � <br />7' MIN. PIPE IN <br />CONDUIT <br />LINE TO <br />CONTROL <br />� WALL <br />SIGNAL <br />PIPE SUPPORT 6 <br />CHLORINE METERING PUM <br />50 GALLON <br />(LMI <br />OR EQUAL), DIAPHR <br />HYDR8" <br />2E GRAVEL FILL PIPE, 4' DIA <br />METER <br />7TYPE <br />STOROAGELORIDE <br />TAMK <br />PUMP PEDASTAL OF MONOLITHICALLY <br />o <br />Y_ <br />(METROMETER <br />TO BYPASS NOTE: PLACE EQUIPMENTo <br />LANDING POURED CONCRETE - 18" ABOVE FINISH <br />OR EQUAL) <br />RAISED CONC. PACLAMP <br />„�GRADE (48"x 48" WITH 3- #4 BARS <br />gGATE VALVE <br />HYDRO - <br />WAY ON ALL SIDES.) <br />ON VERTICALEA. PNUEMATIC TANK <br />O O <br />OSURFACE <br />SANITARY GROUT SEAL, 3" MIN. <br />FIBTHICKNESS <br />DEPTH TO BE AS REQUIRED <br />SEE SPECIFICATIONS <br />%` BY LOGS. (SEE SPECIFICATIONS) <br />CONDUCTOR CASING (TERMINATE 3"t <br />b ABOVE FINISHED GRADE) 30" DIA.x 1/47 <br />L" THICK. <br />)���N. <br />WELL CASING, <br />T.S. <br />FULL DEPTH 14"DIAx 1/4" THICK <br />SEE SPECS. <br />GRAVEL PACK <br />TO BE SPECIFIED BY CONTRACTOR AND <br />DESIGN APPROVED BY COUNTY <br />STATIC WATER SURFACE <br />NOTE: ALL ELEVATIONS & DIMENSIONS <br />SHOWN ARE ESTIMATED ONLY. FINAL <br />LENGTHS TO BE DETERMINED AFTER <br />DRILLING LOG ANALYSIS. <br />PIPE COLUMN (SEE SPECIFICATIONS) <br />I <br />PUMP SETTING TO BE <br />350' (FINAL DEPTH <br />WELL SAMPLE TAP 8" CHECK VALVE <br />o TO BE DETERMINED <br />UPON COMPLETION <br />8" DRESSER COUPLING CHLORINE <br />OF DRAW DOWN TEST) <br />HARNESS SET INJECTION PT. <br />CL 4" GRAVEL <br />STD. PIPE <br />10' OF SUCTION PIPE <br />4" MAKE-UP TUBE <br />CAST IRON SADDLE <br />o BELOW BOWL <br />MOTOR 75 HP -1770 RPM WALL <br />VENT TUBE <br />- - SUPPORT, GRINNELL FIG. 264 <br />3 PHASE, 60HZ, 480V W/ <br />1 4" STEEL PLATE CASING CENTRALIZER <br />/ <br />8" CL.150 ANSI DISCHARGE <br />ow STAKED LOCKNUT NIPPLE <br />3 SPACED EQUALLY <br />FLANGE. 8' <br />CHLORINE SAMPLE TAP <br />METER <br />\ <br />g <br />AROUND CASING <br />SPOOL <br />v SPECIAL REDUCER <br />ui <br />AT 40' INTERVALS <br />8"x 8" TEE <br />0 0 <br />v� 2"0 PIPE RISER <br />WELL CAP <br />o <br />TO HYDROPNUEMATIC <br />w \ J <br />I FINAL GRADE <br />TANK <br />I <br />�I� (TM <br />W <br />WELL <br />0 0 <br />SPOOL <br />c � <br />2 <br />' <br />/ <br />J� y <br />ROTARY DRILLED 6R4VEL ENVELOPE WELL N• %$ <br />8" GATE VALVE <br />I I PIPE SUPPORT— <br />I <br />O <br />CAST -IN-PLACE <br />�� <br />3000 PSI. CONCRETE <br />ON VE TIC AL <br />4, <br />4" 4" <br />MIN. 3— #4 BARS ® 8" <br />TO <br />PIPE SUPPORT <br />BYPASS <br />1•_0" 11_0" O.C., BOTH WAYS. <br />6 <br />(n,P) <br />CL PUMP <br />` COMPACTED SOIL, 95% MIN. <br />DISCHARGE <br />2'-0" SQ. <br />NOTE TO DEVELOPERS AND CONTRACTORS: <br />THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT <br />�/��� ��/L�II/ <br />rl�/'1/r <br />5 dWFLL hEAD Fff7W <br />PLAMEW N TS <br />Pff � ADa <br />6 <br />11/ T $ <br />THE FIRM OF CELLA BARR ASSOCIATES, INC. WILL BE PERFORMING THE <br />N TS. <br />CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER, <br />ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO <br />USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS <br />HEREBY GIVEN THAT THE FIRM OF CELLA BARR ASSOCIATES, INC. WILL NOT <br />ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH <br />MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR <br />MITIGATED IF CELLA BARR ASSOCIATES, INC. HAD PERFORMED THE STAKING <br />WORK. <br />1 <br />I <br />l <br />S <br />REVISION DATE DESCRIPTION APPROVED DATE <br />COMPUTED: MJBCELLA <br />BY: RAE/1 Rk>£/RHK <br />DESIGN BY: SIdB <br />PROJ. ENGR. SRB <br />BARB <br />ASSOCIATES <br />ENGMEERMM• PWlNING • IINDSCAPE ARCNRECTURE •WATER R60URCES • SURJEYi1G <br />��Ess/ON <br />~ ~�, <br />Z z <br />No. 047099 <br />� EXP. 72/31/99 <br />*sr Civl� �P <br />'Tf�cAu� <br />/Z �z-�� <br />COUNTY <br />IMPROVEMENT PLANS FOR <br />BLACK OAK ESTATES <br />WELL PROFILE & DETAILS <br />OF SAN JOAQUIN <br />CALIFORNIAJOB <br />DATE:10/28/7999 <br />SCALE: AS NOTED <br />HORIZONTAL: <br />VERTICAL: <br />18 <br />OF <br />3��DRAWN <br />2i8 <br />j <br />CADFILE: WELL.DWG <br />777 CAMPUS COMMONS ROAD SUITE 200 SACRAMENTO, CA 95825 <br />PHONE (916) 565-7446 FAX (916) 565-7452 <br />N0: 530084.01 <br />mn ILv: IMUM IV/t0/inns IJ:pn:II <br />