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i i i_ sea iow= i SIMON M11111111115 eel 1111111111111115 i 411111010 ei 011111111111Pi seer i i �� i► �. ei i i ir1eF i i i i i = 7t .� <br />23 0 22 21 20 A <br />A <br />❑ C A NT E L LANE <br />Q ' SEE SHEETS NO. 6 & 7 <br />O I Q t ) <br />O— <br />Z <br />W— <br />W J <br />In I <br />W I N I w 'WLL XI,4722 'R <br />Oo <br />i 2 3 Z 4 5 <br />w I I I z <br />f W ) <br />{ z= <br />cn <br />I f I W <br />I IJ� <br />! W <br />Variable �Ir <br />I � <br />Valve Box, Frame and Lid O <br />Refer to Improvement Standard No. E-2 <br />brook- Of f Joint <br />2" above ground line <br />Water Main ` Concrete Anchor Block t0"� <br />6"•o Plpe ; <br />• e Flanged by Ring -Tits Adaptor <br />Conc. Thrust Block- (As Required) Cone, Thrust Block- h� <br />Refer to Improvement 6" Flanged or Flanged by Refer to Improvement <br />Standard No. E-3 Ring -Tito Gate Volvo. Standard No, E-3. <br />Tifco No. II Tee or Equal. <br />NOTES, <br />1. Fire Hydrants shall be placed - with 4" outlet facing <br />directly towards the street. <br />2. Fire Hydrants shall be clean and free of concrete. <br />3. Fire Hydrants to be American Darling Model 9-629, Dresser M 9 H Style 929 <br />"Reliant", Mueller "Centurion' or "Modern Centurion", or approved equal (2-10 <br />D 1-4" outlets) <br />Or other size as requirell by the local Fire District. <br />4 All Mydronts shall be pointed OSHA safety yellow or as <br />required by local Fire District. <br />No REVISED DAME n na e. I avvre.41 xr <br />Do* <br />FIRE /U <br />FIRE HYDRANT APi+RovED BY <br />WtAwNB-' COUNTY OF SAN JOAQUIN - C •e,e , <br />cl,Ecktp fir' DEPARTMENT OF PUBLIC WORKS STANDARD No. E-4 <br />KALE NONE <br />� •� •.. �Ei1�14liE EX..BC•O,di�aFF � <br />CQA14/ECJ• TD EX *',W <br />Ill I F3 rl � r] <br />EP <br />Street R/W <br />EJ[lit. Ground I # <br />Miller Box Mel•r <br />w� Bottom of Ditch <br />�\ (if My) i �. <br />Angie �.-YrA� _ <br />Stop •.. )r <br />1 N <br />t onntctioo <br />Idaptor <br />_!� �Z �s 36" Reber with <br />Connection If 2 hou clams 12' a al <br />Atlapior P R <br />Corporalian 24' Min. Cover below bollom <br />s Slop of ditch (it any) <br />Clovic 6' or kw mp tt•r f <br />Double Strap) <br />NOTES <br />1. Plastic pipe up to Ik" I.O. service shall be ullro high molecular weight (UHMW ) <br />Polyelhylone as manufactured by "Driscopips ", "Orangeburg" or approved equal <br />with minimum pressure rating of 160 psi, <br />2. Plastic pipe for 2" I.D. service shall be PB 2HO Potybutylene or approved <br />equal with minimum pressure rating of 160 psi. <br />3. Corporation slop sholl have corporation tack threads. <br />4. Angle slop shall have swivel nut and lock wings. <br />5. Angle stop shall be vertically plumbed. <br />6. Size of service line shall be as required by the County. <br />7. Mueller Insla-lits connection shall contorm to ASTM Designallon O 2239, <br />Lei eY�Y <br />WATER SERVICE Ask <br />APPROVED eY <br />cnccKEo DRi COUNTY OF SAN JOAQUIN 0'R.,=Qi r <br />DEPARTMENT OF PUBLIC WORKS STANDARD NM [mil <br />FOR ALL STREET <br />OCR ATION S <br />Low Asphalt Concrete` <br />1? <br />16 <br />15 <br />14 <br />a r <br />ib <br />��' r Uf <br />r� I] <br />`�_• lr1 <br />r r'rCr <br />J �0 ir� c'f� <br />.� <br />r).r� <br />N� <br />0 <br />Ti�EE P•4DT�GT/Dit! <br />SEE GPAO/N6 �.4�V <br />�I <br />Q <br />SHEET if/O.3 <br />w <br />s'T,4. <br />�B.s 58 <br />J <br />F.y� G <br />f <br />li <br />13 <br />D <br />r3 <br />LLJ !B <br />i <br />>O <br />z <br />7 <br />s <br />s <br />i° <br />s <br />Extensions <br />Cast Iron Lid <br />ollis- proof machined <br />seolmg Sur die <br />lit" Finished Grads - . <br />OW <br />r <br />°N FOR OFF, STREET <br />L.00ATiONS <br />Concrete Bass to be <br />around Volvo Bait. <br />Concrete Bass not <br />necessary when Valve <br />Box is located in back <br />Yn m of sidewalk. <br />NOTES; e <br />I. Valve box and Lid snail be Christy No. G 5, Brooks No 1 R T or 4-TT, or equal. <br />2. AN Lido and Grade Rings shall have machined sealing surfaces. <br />3. Extensions shall be as manufaclured for the Valve 86a supplied or Pipe of correct <br />size can be used. <br />0 <br />No. REVISED DATE Rhr/ryrKwM by <br />VALVE BOX -- <br />A! RovfaD eY <br />L owe <br />COUNTY OF SAN J•OAQUIN PuW.A' <br />tlrEttt Y DEPARTMENT OF PUBLIC WORKS STANDARD ND. E-2 <br />ePu unu <br />�t ion' V 12 <br />2¢ <br />STORM DRAIN BASIN <br />rr� <br />grr J <br />W <br />25� FH �. /f0�410 • <br />I .&Ikfop/F EX I dCDw o�F <br />T TO <br />NOTE: <br />FOR DETAIL ON WELL SITE, I <br />PUMP PUMP HOUSE SEE <br />SHEET NO. I I BIZ <br />PL A/V <br />el 01 da a Q p o� A O <br />4 6eslos Cemva, it, <br />,a•'p'' <br />C�sf /rare Pi - <br />.;•a �''4",p: --L? "Ga/Y /I/iioio/a <br />a . �'� a::' • i _ — — Z Bronre G� !ia/tee <br />�A;.`a.;�.d�'., t `2'Bior/za• Ni�oia/e <br />•':�::••a�=.� -Card /rorr P/u9 faa�eed P•. <br />EL E1/.4 7-10N <br />fed <br />Thrua -- --See Osy'ai/ <br />.i <br />_ 5 Bar on sire <br />I <br />r <br />t <br />� oPposinq �'hrvsf <br />Cass /rp,7 <br />PLAN <br />!Ya// Sleeve <br />"INFO PC/eta OETA/L <br />Cd7f /rOr7 o�A'" <br />Wfll6Gere—� ;�" of.i'• <br />, <br />,TYP/CAL 7H�US7- BLOCK FOR <br />" h <br />_ .�EPMAi+��N i• BL OWDFiS <br />Erg ds <br />F[E/rgT/DN <br />PERMANENT <br />BLOW OFF <br />�%rZG3� - //- iv -99 <br />SCALE: !" = 00' <br />Iv,57,,4LL $'CWPiF8zawDrx• <br />I <br />Q <br />O.� <br />40 <br />O� <br />e <br />o Y z <br />U w <br />z� <br />s <br />� <br />a Ww <br />1 OI <br />I <br />I <br />r <br />PROJECT RECORD DOCUMENT <br />I IIS DOCUMEN T I IAS KEN PREPARED DY CDA SOLELY FROM <br />'AS-DUtLT' INFORMATION PROVIDED BY TIIE GENERAL <br />CONTRACTOR FOR TINS PROJECT. GONSTRUCTION ITEMS <br />SI IOWN INNEIN AS "CLOUDED' ARE DEVIATIONS FROM TO IE <br />ORIGINAL, APPROVED DESIGN. ALL OTHER CONSTRUCTION <br />IS ASSUMED TO IIAVE OCCURRED PER 'PLAN', TO NRTHIN <br />STANDARD CONSTRUCTION ALLOWANCES. <br />DATE PREPARED: <br />W V919 <br />Ewf. 2"3/- <br />#0TE TO DEVELOPERS <br />AND CONTRACTORS: <br />THESE IMPROVEMENT PLANS IIAVE BEEN PREPARI l7 WITH THE INTENT `I'HA`1' <br />THE FIRM OF RLC ASSOCIATES WILL BE PERFORMING THE CONSTRUCTION <br />STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER, ANOTHER ENGINEERING <br />AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE <br />PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE <br />FIRM OF RLC ASSOCIATES WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS <br />OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN <br />AVOIDED, CORRECTED OR MITIGATED IF RLC ASSOCIATES HAD PERFORMED THE <br />STAKING WORK. <br />ff <br />RLC Associates <br />R L Consulting Civil Engineers <br />903 W. Center St., Suite 2 <br />Manteca. California 95336 <br />�AssociatesA (209) 239-8007 <br />THE WILLOWS <br />I M PROVEMENT PLANS <br />WATER PLAN <br />DEPARTMENT OF PUBLIC WORKS <br />SAN. JCW.iUIN COUNTY,CALIFORNIA <br />SCALE lu r 100` <br />APPROVED BY. DATE <br />SHEET NO <br />DESIGNED BY FLU <br />REVISION <br />DESCRIPTION <br />DATENO. <br />OF /W SITS <br />DRAWN BY FN <br />CHECKED 3Y- RVD <br />HENRY M. HIRATA, R.C.E.21256 <br />DI RECTOR OF PUSUC WORKS <br />SAN JOAQUIN -COUNTY, CA. <br />JOs NO, <br />0 ! - <br />S ¢ I'f/B <br />Q Qo <br />AS BUILT BY <br />FILE <br />