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4' 14' 4' MIN CONTROL <br />SIGNAL <br />ELECTRICAL ©� <br />AIR & VACUUM RELEASE PANEL _ .j o <br />W/ SCREEN & PRESSURE GAGE a 5' I <br />MOTOR 75 HP-1770 RPM SLEEVE COUPLING SEPARATE CHLORINE ROOM <br />3 PHASE, 60HZ, 480V W/ PUMP PACKING DRAIN LINE & HARNESS SET a FROM MAIN BUILDING. E METER VALVE VALVE <br />8" CL.150 ANSI DISCHARGE FLANGE. <br />I � CONCRETE APRON MAIN / <br />_ <br />WATER LEVEL GAUGE HARNESS SET 8" CHECK, CLA-VAL MODEL CONC. APRON PUMP I I BRONZE I <br />APPARATUS AND FITTINGS 100-23, OR EQUAL <br />CURB STOP <br />TO TOP OF BOWLS � <br />CHLORINE INJECTION PT. I W/NOZZLE I EMERGENCY EYE WAS <br />SCREENED AND IIIII IIII & VENTURI MIXER CHLORINE & SHOWER <br />INVERTED CASING CA, E" METER IT CHECK VALVE INJECTION I I (DRAIN TO PAVEMENT) <br />VENT 4 DIA. 50 GAL. LIQUID VALVE <br />Ir-/, I PVC INJECTIONI <br />to <br />ANCHOR BOLTS, VALVE CHLORINE MIXING <br />TYP. I I DRUM P <br />j - TO HYDRO- <br />` PNUEMATfC TANK CONTRACTOR TO LEVEL <br />PROVIDE SEISMIC INDICATOR <br />FININSHED 10 6" CLEAR. I DESIGN CALCULATIONS <br />GRADE 1 /4" STL. DRESSER /% ' $" GATE VALVE L — — <br />R COVER COUPLING FOR ANCHORAGE 8" MAIN <br />-- - ✓; MOUNTING PAD <br />o o o o A�� �, 316' P.E. , <br />a o 0 0�%-y BLDG. '� TO BYPASS PIPE IN CHLORINE SOLUTION 6 -4 SQ. <br />7' MIN. LINE TO PUMP CONTROL <br />CONDUIT <br />� ` WALL 50 GALLON <br />PIPE SUPPORT <br />6 CHLORINE METERING PUMPS <br />GRAVEL FILL PIPE, 4' DIA. R------ (LMf OR EQUAL), DIAPHRAGM TYPE STORAGEHYDROCHLTAMK <br />E" METER <br />PUMP PEDASTAL OF MONOLITHICALLY`------ (METROMETER <br />a LANDING TO BYPASS NOTE: PLACE EQUIPMENT ON <br />POURED CONCRETE - 18" ABOVE FINISH OR EQUAL) RAISED CONC. PADS +4" <br />CLAMP `'� GRADE (48"x 48" WITH 3- #4 BARS IT GATE VALVE <br />ON VERTICAL TO HYDRO— <br />`" EA. WAY ON ALL SIDES.) PNUEMATIC TANK 0 0 <br />6' X 6' <br />SURFACE SANITARY GROUT SEAL, 3" MIN. FIBERGLASS SHELTER <br />THICKNESS DEPTH TO BE AS REQUIRED SEE SPECIFICATIONS <br />BY LOGS. (SEE SPECIFICATIONS) <br />.' <br />%> <br />CONDUCTOR CASING (TERMINATE 3"f � 46*7M SChEM4W <br />o <br />`� � ABOVE FINISHED GRADE) 30" DIA.x 1 /4" N. T.S. <br />THICK. <br />WELL CASING, <br />FULL DEPTH 14" DIA x 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 />PUMP SETTING TO BE <br />350' (FINAL DEPTH WELL SAMPLE TAP 8" CHECK VALVE <br />o TO BE DETERMINED <br />UPON COMPLETION 8" DRESSER COUPLING CHLORINE <br />OF DRAW DOWN TEST) HARNESS SET INJECTION PT. CL 4" GRAVEL STD. PIPE <br />10' OF SUCTION PIPE 4" MAKE-UP TUBE CAST IRON SADDLE <br />o MOTOR 75 HP-1770 RPM - - SUPPORT, GRINNELL FIG. 264 <br />BELOW BOWL WALL V N U <br />3 PHASE, 60HZ, 480V W/ <br />1 /4" STEEL PLATE CASING CENTRALIZER 8" CL.150 ANSI DISCHARGE CHLORINE SAMPLE TAP STAKED LOCKNUT NIPPLE <br />3 SPACED EQUALLY FLANGE. 8' METER <br />AROUND CASING v SPECIAL REDUCER <br />AT 40' INTERVALS SPOOL 8"x 8" TEE <br />2" <br />0 0 �- m PIPE RISER <br />�a <br />WELL CAP o TO HYDROPNUEMATIC z FINAL GRADE <br />I - TANK <br />WLir ffxFm(7MAV <br />I I SPOOL I ; - <br />T Y ILLF GRAVEL E OPE WELL / ' I PIPE SUPPORT CAST -IN -PLACE <br />RIO AR DR D M/FL N. T.S. I ,;j �y,;>: � + <br />8" GATE VALVE e (TYP.) 5 3000 PSI. CONCRETE <br />ON VERTICAL � MIN. 4" 4" <br />4 3-#4BARS 0B" <br />TO BYPASS PIPE SUPPORT 1, 1,O.C., BOTH WAYS. <br />6 <br />(TYP.) CL PUMP COMPACTED SOIL, 95% MIN. <br />DISCHARGE <br />NOTE TO DEVELOPERS AND CONTRACTORS. �%�,V-T- <br />5WELL �N.T Sr <br />RACBWW <br />THEFIRM SIMPROVEMENT <br />OF CELLA BARR ASSOCIATES, INC. WILL BE ARED I PERFORMINGTHENTHEHAT 4 S N. T.S. <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 />Q 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 />�I <br />c <br />REVISION DATE DESCRIPTION APPROVED DATE COMPUTED: MJB CELLA BARROFssipN IMPROVEMENT PLANS FOR DATE:10/2e/1999 <br />g DRAWN BY: RAE RHK 9 SCALE: AS NOTED 18 <br />ASSOCIATES <br />,Q. z BLACK OAK ESTATES HORIZONTAL: OF <br />- <br />DESIGN a DESIGN BY: see NO. C Q47z - iz - WELL PROFILE & DETAILS VERTICAL: <br />EERMrG ENGINr PLANNING r 11rNQSl,APE ARCNRECNRE •WATER RESOURCES* SURJEYING Cy EXP. 12/31 /99 99 <br />PROJ. ENGR. Sm 777 CAMPUS COMMONS ROAD SUITE 200 SACRAMENTO, CA 95825 9rF�ICVA�eo`P CADFILE: WELL.DWG 28 <br />PHONE (916) 565-7446 FAX (916) 565-7452 COUNTY OF SAN JOAQUIN CALIFORNIA JOB NO: 530084.01 <br />PRINTED: !1R 10 2 1999 13: :11 <br />