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50'
<br />.D PUMP Z I L 4 X 4' egwnPE TE
<br />MOTOR OWCK fii 14'X M',I'
<br />NOUSE�s'EE L�ETf7/L .SHEET //)
<br />75 HOk5EPOWER 5TA-917E q
<br />W. PUJMF W17W A
<br />HI iACHI HOW - M017EL TANK (SEE" BELO!✓)
<br />3 PH E B -O/, 481011 , , ���,o N
<br />jt I I �U/LD/A/G O�iN uN� �
<br />h 8��rTE 4.4Li
<br />NOTE CONNECT L? /. TO 21
<br />LIE OW EL. GRECO 1INN
<br />L^ f
<br />v I f 04: Iraz
<br />f
<br />Loy GNAW LINK FENCE I 4
<br />Al
<br />TW
<br />�" I � �/7.laG. ••Q G7A d • 1 2"mac • - _
<br />_ I ' *WYE• i1JTA1 ZOr �'X /2'X/B"Ty1ck C Zfle - Q-FAWAMR PAO 8" q.
<br />F J ,� /25'�t1,W. sTD• a17rGENERATDR Ar/TP,4 U Be
<br />1 \ I I �� SO G.4L . L.�?U,BL57 Gf/AGL 00 Fl1EG A!Y
<br />APMWg4P h1Y LDl1A/7Y Ems. I IOW 7-0 MIS Tr44I-A70AI)
<br />Al
<br />'1
<br />AC DIKE i 1 f/E.Wd y /� �� rid NSFOrC/►�EK FDiP `U/t�lP STAT14,IV-
<br />I
<br />on MI �NiNiIa
<br />v
<br />1
<br />P SSURE TANK 8k PUMP SITE, PLAN`
<br />2I" -SCALE. I" = 10'
<br />/Nv 33 2B � 21 "b
<br />uAL
<br />• �atTX FRAME I.VY sTn PIPE
<br />GATE POST 2-1i2 4 • .i•: i•a� {:'� j;; •.•.r1 y WITH ►
<br />STD. Ps'E,�l.�. :;:..:.:.•. . c . r�
<br />Ur'tE
<br />a 3A'ROo virITH TURNMUCRLE
<br />TYPICAL GATE
<br />TYPICAL FENCE
<br />PO •s
<br />GENERAL
<br />NOTES
<br />s.Srs' sro PIPE RAIL
<br />-•`ter �-z FABRIC—
<br />Ghon link wire, zinc tooted, no. 9 goge
<br />/ �.; ; ;r •�::y %•�
<br />����
<br />Wven in a 3-02 : 5-Ti2 mesa
<br />i• : ,•••• /
<br />`_
<br />.
<br />POST
<br />Corner post'1' be 2-3/8• 0.11
<br />+.�,�;..�k.�•. f!a��•:,� .
<br />'�'"� •;; ::�`:/:: %�`
<br />���•.�.•
<br />�
<br />Gala post to be
<br />2-7/8 O.D.
<br />vC �i:•
<br />1
<br />�'
<br />Line pQSf to be
<br />I-718 .O.Q
<br />•Y.•��\�",11,!�:
<br />RAIL
<br />— Top roilto be
<br />i - SAS Qa
<br />WIRE
<br />-- 7- gape coil spring bottom tension wire
<br />91
<br />Post
<br />to spaced of Id-0"
<br />centers.
<br />�.
<br />Post
<br />to be placed in '36"t
<br />8" Dia hole filled
<br />with
<br />contretw.
<br />TYPICAL CORNER POST
<br />S
<br />CHAIN
<br />LINK FENCE
<br />DETAIL
<br />NTS
<br />LIETiti/6 LUGS
<br />AS REQU/RED
<br />0
<br />2" tiPT C011PL 1AvG
<br />/ODDO lc9L Pw4ESSURE %iVK
<br />10191,V,rE,9 W1 PRIMER GZt/ E,YTER/dR, Ei�OX Y�2 CD.�S �U�LEUr1l slLi/EiP,
<br />CDATEp /LATER/O/Z fiEE NOTES ,BED Dl�/i
<br />11161-1 PRESSURE /911q .QEL/EF !/115'LYE
<br />IVPT CDUPL /LAG SIZE' A.S REQUlRE'/�
<br />e
<br />/4bfiTH END OF TANK
<br />( � BEcow) 0
<br />Y4" AAH5;M0t16 AIR RALEA5E
<br />AIR 9911.45,E MUFFLER
<br />3/4"GAGV. 5TFPPLr5CW 40 P/P"E
<br />Q Z" 54H W f'VE,
<br />' ASl�E C4L7E LJORK/AlG PRESSURE /2SPS/ �
<br />2 otl2,0 V4"/ RML) AWL OW-VE
<br />14
<br />Oift Q, Q
<br />�i STEEL SU/�PDRTS 61' SUPr�L/ER 4
<br />III .
<br />44n BALL V9L1/E - I $�rNPT CDUPLI�VG "SUPPI>�PT �D�E' - /t/
<br />(AIM VFgIAIE Ok 45 GH.4,N R 7rP ALG :
<br />� . sE�A.egra,P
<br />fQUf1L� I "I I, E,j'gJSEO �oGES_ 11 rI "
<br />x 9I0 EL�l�I - . `,1'. STRA17 Z..)c%C CAP
<br />•. : II �UPPO,lT,4S �E /.CEO ....... I I ' #S B•�RS @, /(o "D. C.
<br />I I ' V 7A- ,( � M�' �
<br />,.'a', �• :� 9 ' b 11 )f a; ; u a . 'Q. :� o_ I 1 �•I- A .: ': : A �, .. a �. i_
<br />ll bz
<br />L-r 1
<br />%e'O-C•�ryP� SBARS I2 D. C.(TYP.) 314a 5.5. '!,TA
<br />47 LF - W o PVC WgrhRZ IAIE (A&1AjR e - goo CL. /So)
<br />P a• SEE 1f/0.4Tf/ F(/D SELT/DrV
<br />NOTES:
<br />` r1l, -1157- AZA�.eAf 1. THE PRESSURE TANK SHALL BE TAGGED WITH AN A. S . M. E. PLATE. �R115r GX.4S .�QEOu1�t'Ed
<br />ssC- . 57A.1/,r'4�tR 'W AF s.�IC Srq tloA,Q 0 /uo. E -j;�,
<br />PRESSURETANK PROFILE 2' THE BOOSTEA PUMGROUNDTHE COMPRESSOR' SHALL BE BUILT 3'
<br />AABNTS 3. ANCHOR THE CHLORINATOR• SCALE TO THE FLOOR.
<br />4. POST A FLAMMABLE 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 THElSIO,HT GLASS.
<br />7. AFTER COMPLETION OF WELL, HAVE-P.G.•LE. RCN A PUMP TEST AND
<br />ARRANGE A FIRE HYDRANT FLOW TEST WITH THE FIRE DEPARTMENT
<br />OR'A PRIVATE AGENCY, E
<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 />�14 D/,4 • 114 PIA, 114 a 4- 9. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000
<br />PSI IN 28 DAYS AND SHALL CONFORM TO SECTION 90 OF.
<br />THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA,
<br />DEPARTMENT OF TRANSPORTATION. EXPOSED CONCRETE FINISH !
<br />WORK ySHALL COMPLY WITH SECTION 51-1.188 OF THE STANDARD
<br />SPECIFICATIONS.
<br />. i
<br />4" LAK05 54AJP SEPERArgR �
<br />MOREL # MA6 0502 B
<br />' F�'ESSURE C'py1�Y_1NG
<br />GA1J6E "A/� l/4LlJM/V COkT/PaL 4OPA1'A7,11:5
<br />1-4 AA o%GAG 2/ AR Zed v �
<br />• R KREB� 1�/6USAwD �- �- �• - - — -
<br />.SEP f,4 74.t DiQ EO1J/IL //[/T-OFF : /�N,oT
<br />!/�9LU/it16 V,4LV, COU.{'G/.cG ST.4.C/OA,4p
<br />TO .OYA 4.195 5EPARArO.Q /GHrGLASS w f �PEti/OJG
<br />Bo77011 Zvi!;
<br />frt/G:PAI�C?9CK
<br />2G " QROFESSIONgI
<br />fig,
<br />tSUP,oUE,P 74 SUBA!/T GL�S/6�(/ CALGS
<br />N0.12118 g n
<br />�' ' C®rHPL/.9/t/CE /its/T// UBC'.PEQU/RENiE� a ,� •� e R. /- /-
<br />C+VIL�aQ
<br />PUiLiia yGIUS� qw� •... .
<br />E OF C,Lt�ti
<br />L
<br />%. - , - :.,� � , ' • B.As ' I , I RLC Associet4ps
<br />Consulting Civil Engineers
<br />P/PE TD STEE _ •, _ . ' --�— ---- 903 W. Center St., Suite 2
<br />Manteca, California 9533E
<br />Associate -
<br />/O' (209) 239-B007
<br />B "N �o Ems`✓ ,�-; . 4 .-; - - # 58,4R5 0 /2" (JC
<br />,��� THE WILLOWS
<br />4 rt%PUST BLOCK As
<br />o
<br />p ! M PRC7VEMEIVT PLANS
<br />'4, p.
<br />NORTH END TANK
<br />Nl5
<br />PROJECT RECORD DOCUMENT
<br />T I MS DOCUMENT I IA S DEEN PREI'AAED BY CDA SOLELY FROM
<br />'AS-OMT' INFORMATION PROVIDED DY 711E 46NERAL
<br />CONTnAC1On FOR TONS PROJECT. CONSTRUCTNW ITEMS
<br />SIIOWN NEnEIN AS 'CLOUDED' ARE DEVIATIONS FROM TO It
<br />ORIGINAL, AI'PIOVID DESIGN, ALL OTHEn CONSTRUCTWt!
<br />IS ASSUMED TO HAVE OCCUnnED I'En "PLAN', TO WITF#N
<br />STANDARD CONSInUCTtON ALLOWANCES.
<br />DATE FRIPARED
<br />PRESSURE TANK & WELL SITE
<br />SOUTH END TANK
<br />DEPARTMENT OF PUBLIC WORKS
<br />NITS SAN. "QUIN C0111 ICALIFORNIA
<br />SCALE NOTED APPROVED BY DATE SHEET NO.
<br />RECpRD DRAWING - 2G -gl 12
<br />REVISION DESIGNED BY TB /FN OF �,¢ SHTS
<br />NO DESCRIPTION DATE
<br />S •G. P/9�l11 //- DRAWN BY FN
<br />2 2rsJ. 2- CHECKED BY RLC HENRY M. HIRATA, R.C.E.21258 JOB NO.
<br />er J.G r_ " 112 DIRECTOR OF PUBLIC WORKS 00�1-(l
<br />,�/p G14TF' // /a-619 UI
<br />moo/ S`1G. -9 90 AS BUILT BY SAN JOAQN •COUNTY.- CA. FILE
<br />
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