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D 19 CHSM s rROMIRE WSILO <br />3G" STOQM -ORSIN <br />ErISt' 6,POUND <br />Tall of M. N. <br />fLEY <br />B9C,CF/1L PC al•D- (GrOurrde%v. 0.5Yj <br />a• I <br />90/o n.c. <br />36'4D- <br />28.J -1f26'6 D <br />fIN/SHED <br />6RADE <br />Io` <br />RPLITED <br />97ONE <br />� � IY � # B � z¢• HORL. <br />B' ROCA' +43 YERT Q 10' c/C <br />AL1 Sim; CZ' CL.L:AX) <br />'y5 /0 <br />+YaB1P' �/C <br />Z' Cl EA,P <br />WING 6VA1L <br />— — - BEYOND <br />�f61P <br />36" SD�a it 1-1 LON <br />\ <br />b' 10/1• YO" f -W <br />CONTQACTORTO YfX/fY W/f1 AD <br />GRtE sUAD1IEQ 72 ___-- <br />I <br />� M <br />I <br />/Zr I <br />I <br />N <br />i <br />N <br />ALL HOX2, FACE <br />' :.� '• •. • WALL STEEL <br />. vel <br />V 3Ft <br />/oo rA. t10oD D1 AI N <br />St)Ctfd CONC. SACk6 <br />IOR S1o1E Vf0PfCl10N / <br />NAtpRA1 6R01JND ZINE 11 <br />11AP 6AIf i 3.s' <br />fr)frcHER / 4.2' CMA <br />SUMNR <br />'ClOwLrf <br />i <br />WING WALL - X E/NfORC1 IDENTICAL <br />e / \ TO fAC1 WAIL <br />0 <br />• a, fL Ap <br />Add 'I 5 Fac¢ '7e6nr- <br />• <br />o <br />• •I <br />BY DESIGN _ DRAWN BY <br />E.S. <br />R.C.E. Z `1G -!B DATE <br />A <br />X1CPWP-4C)' AL1 9ACX1)IL <br />tO vDy, R.C. <br />SLD -DF Df PR1L <br />102• S.D. D/SC11AX6E <br />f ACTED <br />C)NCRETf — <br />3' MIN. <br />SOMME R <br />f 10W <br />E.XISI- GROUND <br />s FCrfoN- a -R <br />NO 9CRLE <br />backfill with materials equal to of <br />boiler than the existing povemenl <br />in quality and thiCkMss. <br />D <br />61--CompocY w 12• moa raga - <br />Mn. <br />b o min. teWtive etompottion <br />(Typ) <br />of 95%%ndw povenwr and <br />2. . 1' 6' NCneas <br />— — — shoulders, red 90% <br />os nquwed <br />— <br />—_—_— Out" d*Wdsm. <br />---�-Compocl <br />— <br />-- <br />N Demos. IWO <br />" <br />— to t taiamem <br />O' relative Compaction <br />NO. <br />DATE <br />REVISIONS <br />6/11/91 <br />Move 15"55e Benedict --.A,P4c.5.P <br />6/26/91 <br />See Sheet 162 <br />A <br />7/11/91 <br />Revise to Reflect Sheet 5 Topo <br />BY DESIGN _ DRAWN BY <br />E.S. <br />R.C.E. Z `1G -!B DATE <br />A <br />X1CPWP-4C)' AL1 9ACX1)IL <br />tO vDy, R.C. <br />SLD -DF Df PR1L <br />102• S.D. D/SC11AX6E <br />f ACTED <br />C)NCRETf — <br />3' MIN. <br />SOMME R <br />f 10W <br />E.XISI- GROUND <br />s FCrfoN- a -R <br />NO 9CRLE <br />backfill with materials equal to of <br />boiler than the existing povemenl <br />in quality and thiCkMss. <br />D <br />61--CompocY w 12• moa raga - <br />Mn. <br />b o min. teWtive etompottion <br />(Typ) <br />of 95%%ndw povenwr and <br />2. . 1' 6' NCneas <br />— — — shoulders, red 90% <br />os nquwed <br />— <br />—_—_— Out" d*Wdsm. <br />---�-Compocl <br />— <br />-- <br />N Demos. IWO <br />" <br />— to t taiamem <br />O' relative Compaction <br />N <br />t1-- <br />i of 05 %. <br />Coo o- in 60 loyrs S <br />lei <br />inimu <br />0D. t0• to o mm <br />t velatiw compaction <br />rest. ASTM C4Trw t4tor is <br />0 <br />D.+ 20' Mn of 90 %. <br />RIGID CONDUIT <br />Pipe may be C.S.P. conforming to Sec.66-3 <br />or C.A.P. conforming to Sec. 66-2 of the <br />Standard Specification. <br />C.A.R thickness 0.075"min. <br />S.P.^ thickness 0.079 "min. <br />-HAND 6R0111 AL1 VO1DS <br />- 11C1 Of /`BENCH <br />— IAENCII IINE <br />Qz'SD <br />INV 11' SD <br />r1.6 <br />0_D. <br />• 2D' <br />FLEXIBLE CONDUIT <br />NOTES <br />I. Relative compaction of materials shall be tested by the Slate of California, <br />Dept. of Transportation Testing Manual, tea method No California 216 or 231. <br />2. All existing pavement shaft be neatly w1 to line prior to trench excavation. <br />3 denuq or pan" will be permitted within the street Right of Way with 3 year bond. <br />4.* When shown by soil Composition and compoctibilify, ninsly percent (90%) <br />compaction may be used, when approved by the Director of Public Works, <br />TYPICAL TRENCH DEAL <br />APPRCNED BY: Henry M. Hirata RCE No. 21258 <br />---- . 19T <br />�AN�T�; Cc�[�fiYT)TT��tiS 't s1. �N7bitx� <br />y <br />o'no+r- <br />� <br />Ta of POMVAN <br />waft/ <br />Room rewlered eootwMo <br />i <br />weft ad}vetonsid rietge <br />2. . 1' 6' NCneas <br />os nquwed <br />Procter niche, <br />comets coca <br />An jo.t4 n,rured tad <br />" <br />founded with marls on <br />�. <br />batfo www ltd tarter <br />Prot" reirit. WAFA$b <br />rest. ASTM C4Trw t4tor is <br />r <br />raw eteetuen (16.Y.39r.Ia <br />4 eectuan de reoereU <br />CM wave resole elle C.ew - rola <br />/ 1*' 0 M Srtdrd plow C -S <br />40-4 1 <br />close air conerstie fair s <br />btta Pre- cost Mw r <br />my be used d @Wend <br />ti Mt Etg/Ner. <br />-ELEVATION <br />-STORM SEWER MANHOLE_ <br />NOTE: A f-6' amvaross dell fall be toted N tNnwd IV red Etgiew <br />CIVIL ENGINEERS <br />SURVEYORS <br />323 W ELM ST. LODI, CALIF. <br />95240 PH: 209-366-6618 <br />STORM DRAIN MATERIALP. CONSTRUCTION'S <br />1. Pipes may be cast in place (C.I.P.) or reinforced concrete pipe (R.C.P.) <br />2. C. I. P. concrete pipe shol I conform to Sec. 63 of Standard Specifications <br />3. R.C.P. shall conform to Sec. 65 of the Standard Specifications. <br />Details <br />OUTFALL STORM DRAIN DISCHARGE <br />APPROVED BY: K. K.IELDSEN <br />W.S.D. ENGINEER, <br />DATE <br />it'"INDWOOD" SUBDIVISION SHEET <br />O OF 0 <br />STORM DRAIN 4 SANITARY JOB NO. 9999 <br />SEWER IMPRIOVEMEW15 <br />FILE G-Q7L <br />A. l7 V 1 C� <br />