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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 />