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50'
<br />c
<br />g�
<br />75 HORSE?OWER 5TA-9ITE p
<br />5U6. PUMP W/a A M \`
<br />YMACH/ M0TA2 - MOIDEL
<br />9'L 5 700018-0/, 4eov, 1 PHP
<br />3 PRASE _/ +
<br />I
<br />I I PUiif/ PACE'/A/G
<br />PUMP WELL 4'x 4' egwnre rh-
<br />1M07"OR BLOCK ji0` /4'X 20 PUMP
<br />NOUSVSEE p,FrR1Z SHEET //)
<br />N
<br />I I 6u/GD/,VG 'OX4/4/ L/Ne ,
<br />h
<br />5 B' 5r /4' Af
<br />/DOTE• CONNECT D. /. TO. 2 / 11LIE ON EL. GRECO I I i 3g997r.�
<br />rip
<br />I
<br />506/`11,FA/O OF
<br />TfANK (SEE ,BEL 01✓)
<br />&V471F
<br />• 1 � I I /JY/'36. �ro� B•- 9D ELBOly
<br />y II f%
<br />d„s7az PIPE
<br />0
<br />OPESS4PCQ'/PC/NG
<br />Lo' CHRIA/ L/NK FENCE p
<br />TW
<br />�” I I �p�� O/1/OG �Q G7A• d• H 2"QG _ .
<br />?AYE• 70TAL Lo7 6'X /2'X/B"T'+'/CE COq/G. GE/fATOQ PAD
<br />/25•.(!14! STOP LY/TY "1VERATD,f Arbil A
<br />SOG.4L. L11900%E Gf/ALL00 FUEL TANK (TO BE
<br />r I APM&W4 R BY eeZIN7Y 9A,6. /T&9,f 7.0 /NSr4t 4LA70AI)
<br />-� Y, x �.
<br />AC O/KE I j � 'd'4rE O//1'E'k'QY �e�ETRANSFOfME-K FD,P��PSTAT/OEI
<br />II �
<br />B"IIA EX / �EyDP4/NG/NE
<br />P fSSURE TANK 8i PUMP SITE PLAN
<br />SCALE: I"' = 10'
<br />/VII 33 ZB 2/'/L>
<br />//W 045'00 /2 "n
<br />LINE
<br />d:e
<br />an
<br />TYPICAL GATE
<br />TYPICAL FENCE
<br />POST,
<br />GENERAL NOTES
<br />1-5n' STD PIPE MAIL --�rry� FABRIC— Cron link wire, zinc cooled, no.9 goge
<br />.��•�`.'.;...::»i�•:^_�` woven in o 3-V2 t 5-1/e mesh
<br />Pill,'
<br />;p05T — Corner ost to be 2-3/8" O.D,.,;,,.t.. .,:>.��.—• Gole post to De 2-7/8' O.D.
<br />4.
<br />.�•i::: � Line post to be --I- ". O.Q
<br />`•`^'�\���w•1•\'v:; RAIL — Top railto be 1-518" O.D
<br />rc2vt+•.+� il•a�e1 - I,� WIRE — 7 gage coil spring bottom tension wire
<br />n �Ii .iVpl SLATS— lPE0kWW
<br />Post to spaced of Id -O" centers.
<br />i A
<br />• Post to be placed in 36"t B" Dia hole filled
<br />with concretw..
<br />TYPICAL CORNER POST
<br />CHAIN LINK FENCE DETAIL
<br />NTS
<br />6" LAK06 54AJR 5611
<br />MODEL # MA605026
<br />V
<br />Q KREB� k'/6USAND
<br />SEP9,TATO.! Ok EOU/iL
<br />TO BY'R4S5 $EPARATOQ
<br />2G °
<br />B `97EEG p/PE
<br />9'6747,C--
<br />11%4110
<br />'GATE11%41P
<br />�,P.ESSE�F
<br />COUPC/.U61
<br />P/.aE 719 STEEL SPGIJG
<br />LherlAlG LU65
<br />,gB REQU/RED
<br />a
<br />2" NPT COUPL /NG
<br />/0,000 SAL. PRESSURE TANK
<br />9S1WF C0L7E WORK/NG PRESSURE/2SPS/
<br />2
<br />O'1
<br />PA/NTED A// PR/MER aV EXTER/OR, EPoX Y�2 COr�TS PUSTdLEU�s"iL{ EP�
<br />COATE,O /LATER/OR /SEE NOTES ,BEL OWE
<br />/IO PSI 1.1/611 PRESSURE A/R REL/EF l/ALl/E
<br />NPT CDUPL/NG S/ZE A.S REQU/RED
<br />AIWY END OF TANK
<br />(SEE BELOW) _��J 0
<br />3�q" AAM5TR0/�EG All Hdtf.AS�
<br />14RE REAS STFGJ F5CN. -40 P/PE
<br />on
<br />pJ ��
<br />V @J v
<br />STEEL SUPPORTS 6Y SURn1,6R Q 8"
<br />it 4n 89LL VALVE - - 4"NPT COUPL/A/G F
<br />(l✓OLVER/NE Ok I F '' 45'GH4NR 731' ALG a I t
<br />4"x 90• ELPOW '
<br />S'UP/DICT 4S QE�j/PEO I I qS BARS @. 16 ,p. C.
<br />9V 2 AN.- MFG. L I I f 6e6A1rd0 o.1770/ )
<br />'IS -7
<br />O''t''. b' •': a �. v' °II.,�f • w: o'..'.. 'Q.' :r]�'4' II III'- A• A;': li' ;a• i"'-0
<br />pp I>
<br />A: 4 0_ D:' �� .> II- Iq p`" d' 4 q' o -• e. �� 1 I I. - N" A
<br />IJ it .. 11 "•1' r
<br />Il' 81 W3`AA.FS09le4,GB /2"O.C.(TY.4)
<br />471-F - Sir PVC i-mrERL/NE C- 9oo CL. /SO%
<br />NOTES:
<br />Tf/PL/ST BLGAS PEy�2l/PEO 1. THE PRESSURE TANK SHALL BE TAGGED WITH AN A.S.M.E. PLATE.
<br />,i.7G . ST.4/t/,v9•CO A,P7 E-6
<br />PRE S S U R E TANK PROFILE 2. ? THEBBOOSTER; PUMGROUND.P AND THE COMPRESSOR' SHALL BE BUILT 3'
<br />ABOVE NTS ,3. • ANCHOR THE CHLORINATOR - SCALE TO THE FLOOR.
<br />4. POST A FLA•MMABLIS SIGN ON ALL FUEL TANKS.
<br />5. •INSTALL A SCREEN COVER OVER THE VACUUM RELIEF VALVE.
<br />6. .INSTALL A SPLIT P.V.C. PIPE OVER THEN SIGHT GLASS..
<br />7. AFTER COMPLETION OF WELL, HAVE P. G. LE. RUN A PUMP TEST AND
<br />ARRANGE A FIRS HYDRANT FLOW TEST WITH THE FIRE DEPARTMENT
<br />OR'A PRIVATE AGENCY. 4
<br />8. REINFORCING SHALL BE GRADE 60 AND SHALL CONFORM TO
<br />SECTION 52 OF THE STANDARD SPECIFICATIONS OF THE
<br />STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION.
<br />/1� D/•Q
<br />1*O/id.
<br />114 PIA
<br />/14 D/A.
<br />DEPARTMENT OF PUBLIC WORKS
<br />SAN. JOAQUIN COUNTY, CALIFORNIA
<br />SCALE NOTED
<br />APPROVED BY DATE
<br />SHEET NO.
<br />OF /¢ SHTE
<br />-ZG-qI
<br />DESIGNED BY TB/7N12
<br />9.
<br />CONCRETE SHALL HAVE A COMPRESSIVE
<br />STRENGTH OF 3000
<br />4
<br />CHECKED BY RLC
<br />AS BUILT BY
<br />HENRY M. HIRATA, R.CE.2125S
<br />DIRECTOR OF•PUBUC WORKS
<br />InAN joAULHN.P.OUNTY_ CA.
<br />JOB NO.
<br />0021-6!
<br />FILE
<br />990
<br />PSI IN 28 DAYS AND SHALL CONFORM TO SECTION 90 OF.
<br />THE STANDARD SPECIFICATIONS OF
<br />THE STATE OF CALIFORNIA,
<br />DEPARTMENT OF TRANSPORTATION.
<br />EXPOSED CONCRETE. FINISH
<br />WORK SHALL COMPLY WITH SEC`l'IOiN
<br />51-1.188 OF THE STANDARD
<br />SPECIFICATIONS.
<br />'-SPL/T Pl'C //A/VDAL CD//E�
<br />i
<br />i
<br />//2 "Nor
<br />ESSURE
<br />COUPLING:
<br />�/6E•'
<br />•
<br />�..............
<br />4he YOLUMW CO/VTROL 4RPAk47ZI5
<br />i/AL1�E
<br />2/ AR TRA? W.?/
<br />1425
<br />P%G,U6
<br />/UT -OFF :
<br />4Ll�E
<br />r
<br />�U
<br />STA.C/OA,PO.
<br />.....
<br />GHTGLASS w�....-
<br />�
<br />OPEN/NG
<br />"s//uT-,OFF
<br />�OL!/ES
<br />•-B,pTIOM �/fIL!/E"
<br />/2'%1'/ro"
<br />is/AOA/NCDC,('
<br />Q
<br />D
<br />+STEEL
<br />B n
<br />SU?ODR75 BY SUPi�L/EQ
<br />n
<br />8 STEEL ?IPE'
<br />•
<br />(SUP�L/EQ 70 SURA//T GS/6M CALGS
<br />TO CDUf/TyEA/G/`WEEP //E('/F!'//f/6
<br />(ot�rL�i /
<br />(�
<br />B"� 90 ELGYW d -i' 4
<br />�•- a v ' Tt/RUST BGOGK AS ,PEQL/ir?ED
<br />NORTH END TANK
<br />NTS
<br />CB/Y1PL/AA/CE /iY/Ty UgC PCU/REAiE�
<br />100 A //C'P/T/CAG STPUGTURE
<br />2qc
<br />ZZZ2=
<br />,V4,6.
<br />PROJECT RECORD DOCUMENT
<br />TI IS DOCUMENT I US SEEN PREPARED BY CSA SOLELY FROM
<br />"AS•MMT• INFORMATION PROVIDED BY TIS: OPIEML
<br />CONTRACTOR FOR 7111111 PROJECT. CONSTRUCTION ITEMS
<br />t810WN HEREIN AS "CLOUDED" ARE DEVIATIONS FROM TI It
<br />ORIGINAL, APPROVEO DESIGN. ALL OTHER CONSTRUCTION
<br />IS ASSUMED TO IIAVE OCCURRED PER "PLAN", TO WITHIN
<br />STANDARD CONSTRUCTION ALLOWANCES.
<br />�/�A
<br />DATE PREPARED:
<br />� .... _PPPPPP _//,NUT¢`FLAT {•Y.615HE,?
<br />— 2' Sell 40 Pc C�
<br />314"Aril Bi191L V,9LVE
<br />.5EO4,e47ne
<br />�� Z''P6L CAP
<br />a SEE MORTf/ EVD SILT/ON
<br />774f 1151- Az' oa- t ,45 . PEpuleeP .
<br />SIC S%AA/OARD /I/O. --
<br />1
<br />QROFESS1pNq
<br />2918
<br />E,c/ __
<br />e
<br />ILC Associstlips
<br />s' Consulting Civil Engineers
<br />••
<br />n Suite 2
<br />903 W. Center St.
<br />_
<br />Manteca, California 95336
<br />#SBAA'S L /Co `OC. (7Y�PJ 1209) 239-B007
<br />,erS6AR5 @ /2"OC `IPJ:. `Y'�X24"ANCL/D.Q
<br />A �, THE WILLOWS
<br />I M PRIMMENT PLANS _
<br />SOUTH END TANK
<br />NTS
<br />REcoRv vRaw�N�
<br />REVISION DESCRIPTION
<br />NO
<br />2 yrs✓ -
<br />�/O Gia /i is 65 ,- S., i ' •
<br />PRESSURE
<br />TANK 81 WELL
<br />SITE
<br />DEPARTMENT OF PUBLIC WORKS
<br />SAN. JOAQUIN COUNTY, CALIFORNIA
<br />SCALE NOTED
<br />APPROVED BY DATE
<br />SHEET NO.
<br />OF /¢ SHTE
<br />-ZG-qI
<br />DESIGNED BY TB/7N12
<br />DATE
<br />DRAWN BY FN
<br />4
<br />CHECKED BY RLC
<br />AS BUILT BY
<br />HENRY M. HIRATA, R.CE.2125S
<br />DIRECTOR OF•PUBUC WORKS
<br />InAN joAULHN.P.OUNTY_ CA.
<br />JOB NO.
<br />0021-6!
<br />FILE
<br />990
<br />
|