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.1 +00 <br />TIER r. <br />.00 +00 ; 00 5+00 6400 <br />7-,,4 S i R �' -E 7` <br />f- <br />1�- <br />W <br />W <br />W <br />W <br />5D' <br />SD <br />°v\•y Ld <br />nz <br />o' <br />Z.50 <br />Ix <br />o <br />� <br />�F�1 C� h <br />� <br />� AU u5t4 $�: •5 tZU <br />� OrQr�gG 5�: <br />f <br />l� <br />3 <br />4 75 /nsto// <br />a y <br />1 <br />m <br />`14h /d //%!d <br />Q •� <br />♦ 6�iY <br />- r - -IL Ditch <br />14 <br />Perl¢e T y <br />U F'ud <br />t <br />� <br />c <br />C7 <br />Ov G� OI Y� <br />NOTES <br />1. The location of the underground utilities are plotted from <br />3 <br />available records and are not complete. contractor shalt <br />contact utility compantes to locate Utliitfe3. <br />2. Remove existing blowoff Qncl connect new water line under the <br />San County Maintenance Dept. <br />supervision of the Joaquin <br />l( <br />3. Caution : no lotcrals from these D. I. C.B. s were found but <br />( l G they may exist. Contractor shall determine 3n field. <br />r <br />NO, <br />DATE <br />REVISIONS <br />BY <br />DESIGN %P DRAWN BY .2-.$ <br />APPROVED BY <br />8 /9 <br />TP�J►, <br />�xj �rt.�as.21 <br />BY <br />JBMt <br />R.C.E.. DATE <br />SAN JOAQUIN COUNTY DEPA ENT OF ftBtiC <br />WORKS <br />PRINTED ON DIEPO NO. 1000H CLEARPRINT <br />t: - <br />Ex I Te t coed <br />Ex=�0.29 <br />XLS� Z' TJ t Cond%A05 <br />Rz,9. <br />x <br />Ex 45.4fe <br />4 <br />r` <br />XL <br />aF <br />+ x <br />7 +00 8t00 <br />CONSTR ZIC770N 47UAN77/771CS <br />WATER SYSTEM <br />8" Water 134 L.F. <br />6" Water 683 L. F. <br />6" Valve 9 EA. <br />Fire hydrant 1 EA. <br />1" Water Service 1 EA. <br />9 too <br />N <br />W <br />r <br />2 Iso� <br />a <br />see Note No.3 �� Au usto St• 9 4o riff) <br />-t /YI!!/17 57' ,$ *00 (S) <br />® 9 r /4 //!.5'tall 8 x 9 x 6 %e <br />6 7 t3 9 <br />V <br />w <br />.9 <br />- <br />' <br />56 <br />54 <br />1 + 00 2 + 00 3 . + 00 <br />52;. <br />f <br />CYEM 'RA,c. NOTjES <br />1. <br />Contractor to provide compaction tests and be solely responsible for safety conditions. <br />2. <br />All water pipe shall be A.C.P. Cl. 150 with Ring-Tite connections conforming to AWWA Standard C-400. <br />3. <br />Testing, sterilization, and installation shall conform to the applicable Standards of the Department of <br />Public Works and the Local Health District. <br />4. <br />Jetting will not be allowed except by special arrangement with the Department of Public Works. All costs <br />associated with jetting, if allowed, shall be borne by the Contractor. <br />5. <br />When cutting through Augusta,0range and Main Streets make neat cut. Match existing structural section <br />(6" A.C. - 3" A.B. min.). Maintain one way traffic at all times and two way at night. <br />6. <br />San Joaquin County Department of Public Works Specifications and Standard Plans are hereby made a part <br />of these plans. <br />7. <br />Where w v er cro55es SD or 55, use O/! 16-20 f/. /ength Gf Cl 200,Ol <br />l0e, centerea' over fhe SS ar 5D if = <br />The �vv>er /.5 un4'er >he 95 or5D • b.) The vert/co/ cler-r.v,?ce fs /ess "hr-17 <br />d <br />Fire hydrae ells/I 6e a Made/ d/5 Leny 'Reac% Irvq 6f'or•,�s w/ 2 & ZfZ "Ouf/e/s avrd / Q Fz f rlepme,- DUl/el, <br />approved by Me Cb/ef, Wvod6ridye ., ire .0i0,,4 ` <br />Bockfill with materials equal to or <br />better <br />than the existing pavement <br />in <br />quality and lhiCkness. <br />Existing pit <br />z <br />0 <br />CanpaH in IL' P alL ka�tir* <br />l -,� <br />6"Min. <br />to a min.nelatire oompactipn <br />> <br />o <br />(TyR) <br />of 95%' row pavwneM and <br />dt I*", and 90% <br />-" <br />- <br />Compact in 24"max. layers' <br />to - a mihimum <br />O <br />relative Compaction <br />85 %. <br />0�� <br />tanlpaf.'t N1 6" layers <br />I <br />" <br />0. D.' 10 <br />to a minimuln <br />Minn.. <br />Min. <br />relative cornpoction <br />0. <br />D.+ 20" Min. <br />of 90 %. <br />NOTES: <br />' 1. Relative compaction of materials Shall be tested by the State of California, <br />RIGID <br />CONDUIT Dept. of Transportolion Testing Manual, test method No. California 216 or 231. <br />2. All existing pavement shall be neolly Cut to line prior to trench excavation, <br />3. JetUng or pond r wig be permitted wilhin Ow *lml Not of Way with 3 year bond. <br />TYPI CAL <br />TRENCH BACKFILL 4. When shown by soil con" lon and compoctibility, ninety percent (90%) <br />compaction may be used, when approved by the Director of Public Works. <br />50' <br />-tinge Port -Pavement ( t <br />of Paved Parktnq <br />Tes <br />r[Ancrr�tW01ti ," .t . ��, � -, `_ - , ` � •°� � I B�' �L Q <br />LOW,Finco - fi/1AI Eta N <br />I <br />$uilding �r3u+IdI <br />Ciulldln <br />411 <br />V e v <br />_fza_ <br />1 o <br />O <br />BAUMBACH & PIAZZA <br />CIVIL ENGINEERS - SURVEYORS <br />W. ST. , LODI , CALIF. 95240 PH. 209 - 368- 8098 <br />r4 UG'USTgi 4.5 TA EE T <br />Sim E2F T <br />} <br />/3�r�FC of Loci. <br />f� 50 ' <br />50' <br />W <br />J <br />$uildinc� <br />iA <br />Q <br />BU.ild <br />tq/ <br />/ t 70 iN /f/oler <br />�\ <br />17 <br />I <br />672 PL. � /R/W.[ <br />pp <br />=L <br />-5--- <br />f" lee O'8/lad F/ange, <br />�I <br />Edge of Pavem, <br />h <br />G <br />I3 <br />SHEET 1 OF 1 j <br />r <br />JOB NO. 8(643 <br />No G �' 796 <br />Jlo <br />