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W --T— - w c" fy C - <br />WATERLOO <br />> 3 <br />IW CoNNac-T Vol EXtZT MH <br />LA F F.I_, tS.65 cote, <br />F.L <br />exIST VGP CONST B'/VC-P g-o•oo40. <br />I D 4'p4CB D D D <br />�M <br />T-- <br />0 <br />T <br />ry T <br />r� u TEL <br />POLL O` OtNHV <br />!y ME� WLE .t1lRT <br />Backfill with materials equal to or <br />better than the existing pavement <br />— - - - - -- -- - In quality and thickness. <br />L �o�43�Ya. <br />Existing Povement <br />mmnl71, o 6,�6* Min. (Typ.) — — — <br />Compact in 12" layers -- — <br />--F to o minimum <br />f -<ow - — ---- --.- - relative compaction _ <br />of 95 <br />rjM%% Mt4 FRAME No. A-144 T- ab F Soni/o y Srwrr - - --S <br />PLAN P1HKlRT014 COVELL tro . A _ 14°! t �o j - -- Compact i layers <br />- i - to a minimum <br />TYPICAL "Y" JOINT "_— - o relative90% <br />O <br />0 <br />SERVICE CONNECTION <br />}'----- _ - t -Comped in 6" layers S <br />Erisfinq Poremenf 1'O"+{ <br />10" to a minimum <br />'t,e. ,'!r 10 0. D_ _ podion I lo" 10" <br />relative eom L._ <br />Max Max <br />of 90%. Moa. " Max. <br />0. D.r 20° Mox. 0. D. i 20 Moa. <br />/O Ppe <br />L UNDER PAVEMENT <br />OUTSIDE SHOULDER <br />AND SHOULDER <br />� '� 6'n if--,.. of ,lei•.. c'. � .. I. V <br />NOTES: <br />I. Relative compaction of materials shall be tested by the State of California, <br />Dept. of Public Works, Division of Highway, test method No. California 216 F. <br />TYPICAL LAMPHOLE INSTALLATION 2 All existing pavement shall be neotly cut to line prior to trench excavation. <br />3. No jetting or ponding shall be permitted within the street Right of Way. <br />4. * When shown by soil composition and compoctibility, ninety percent (90%) <br />compaction may be used, when approved by the Director of Public Works. <br />TYPICAL SANITARY SEWER DETAILS TYPICAL TRENCH BACKFILL <br />COIVTRACTOV- $M" P.F_ REsPONSIt31..E P•02 OBTAINING <br />Erl GROACN MEN T Fmrm-rS FROM STATE AND COUNTY _ <br />GOt4--RAC-MIL SHAt_4 (bS RE SPOh1S\pl E FOR. LOCATION <br />OF ALL_ 6XIyTIt4G UN0=—W6Rout4t> DTII.\TIES Fly CO'NTAGTIN6+ <br />APPROM1,ATE COMPANYS P2to(L TO CjMgMtAd GONST¢UCt'lON . <br />I <br />I � <br />FUTURE WILCOX RD . <br />BENCH MARK <br />TOP OFF. H. <br />ELEV. 34.71 <br />i <br />c - <br />W <br />G C- <br />ED&Y. PAVING- IPATC*k PAVtNEi tN STATE Z -O -W- SPALL - <br />ea 3^' A C- OVE2 B"A'R. SEE Po.2uvvT <br />CONST 3"13/-8VGP e�sO.00"1 <br />5 D D O D <br />l5� T T <br />Cos/ % fim.�x end CoPrr <br />- An, tveAw 46 A624-,*- sywof 0 <br />6'iee✓e <Y/M <br />ins/a/finy cosf lion fiov�ss .r+✓cv✓ci' <br />`O 4 f3ecos/ i�in/eked coxiefc giooev , <br />• 1'- Df3'ecos/ iainlviced conc/ite fepeied <br />serfio� /0 6e in OCCO/d0//Cl W"A aJgoir✓sd <br />timvnuloc%ii�i•J' oimc/nsions <br />fab and bonded wi/b <br />me./oi on Le//s iii/evibi env' cr�iivi <br />9ui/vcC',q <br />/�i+scos/ rini6ieed moniSe/e ,wipes AST.LI <br />y L%siy. '4 7e C/ossld os iey� lied h aflaw� <br />•0 P^•ien �/svofwv /1'3'a✓4 _rerhons. <br />0 <br />MH 'Cr LAA RIMS SIAM,.%. GE SET TO <br />' <br />0 <br />� � <br />ftV=A EICIS"r. PAVIN6t. COHTRACTOQ <br />m <br />e <br />SHALL NOT UiE MOC2,E: THAI 1 t2n <br />63 <br />. <br />i <br />OF GRADE RINGS TO 111AEI1sT FIRADE <br />• <br />NZ S <br />i PS <br />TERN <br />+• <br />. . <br />it <br />d o <br />A <br />(� <br />30 <br />Vn9 ` <br />w <br />6a m <br />R <br />-4-- VN1iEQ 6RUUl7Nn TEIJEP HONE <br />I ^ <br />�5d' <br />Ner6` Nta <br />SECTION C ---Q <br />Conci-c� <br />C <br />TYPICAL <br />SANITARY <br />SEWER MANHOLE <br />ilk <br />7 <br />CotlST vnH <br />F•L.• 7.1. 63 <br />�+X4CB D <br />.. MH <br />RryVCP �o <br />4 vVCP ` <br />ArF� <br />� L <br />O <br />0 <br />J\+NLG • nurNIC. I - `tV <br />VERT. 1 "= 4' <br />MH 'Cr LAA RIMS SIAM,.%. GE SET TO <br />� � <br />ftV=A EICIS"r. PAVIN6t. COHTRACTOQ <br />m <br />PP <br />SHALL NOT UiE MOC2,E: THAI 1 t2n <br />63 <br />EXIST. PAVING OR. <br />OF GRADE RINGS TO 111AEI1sT FIRADE <br />• <br />NZ S <br />i PS <br />TERN <br />. . <br />EXIST. 6ROUNp <br />. .. . .. . .. . .. . .. L <br />d o <br />(� <br />30 <br />Vn9 ` <br />w <br />6a m <br />R <br />-4-- VN1iEQ 6RUUl7Nn TEIJEP HONE <br />I ^ <br />�5d' <br />Ner6` Nta <br />N g .^ \� <br />F.L. 26404• EXKJT STORM ORA\N <br />99 Oo <br />o /p ¢ <br />ilk <br />I <br />EXIST SAN. MH <br />CONST. SAN. M•Fl. <br />y <br />> ` �« <br />CONST. SAN.MH CONST L.H. �^ �r"' a P.. °" <br />n^ 9 O eRTIL H <br />_ ' ° <br />8 <br />7 <br />F.L. 30.14 <br />F. L_ . 7.(. 6'.! <br />w <br />ej <br />2 5 <br />II <br />26 <br />5 - <br />Nt <br />ysi c'rN <br />ISO,- 13 N V. C.P. S m O.oO 40 'e Si�eegovt•' <br />P .m <br />r�NGO <br />e <br />20 <br />. 0 1 <br />w <br />• <br />EXIST <br />_ p.L. 16.65 _ <br />1�e•a net 5e. <br />aaM M1te' -p �P�oi\ 7 4� <br />b o ¢5\pE4 tn,at\� y <br />I <br />VICINITY MAP <br />W <br />m <br />tt <br />OF00 1-00 2+00 3+00 <br />41.00 <br />5+00 <br />6+00 7+00 <br />8+00 9+00 <br />APPROVED <br />19 <br />APPROVED 19,1 <br />revisions <br />WONG <br />ENGINEERS INC.ob <br />t C- <br />no. <br />Ia53 <br />SAN JOAOUIN COUNTY SERVICE AREA <br />NO. 15 <br />SHEET <br />no. <br />description <br />date <br />by <br />PLANNING • ENGINEERING • SURVEYING <br />STOCKTON, CALIFORNIA. <br />date NOV. 1979 <br />f. b. no. <br />drawn <br />Vib <br />SEWER LINE EXTENSION FOR THE ED <br />BROWN CO., INC. <br />of ONE <br />S.J. CO. DIRECTOR OF PUBLIC WORKS <br />R.C.E. 9338 <br />R.C.E. No. 14269 <br />design <br />WE <br />check <br />FILE <br />