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G <br />d - <br />p <br />EIGHT MILE ROAD (2)Cans1, <br />In Flow 9 Outflow t_ - Cast Imn,Ring F.Cover <br />ROAD INDEX FJI LE <br />YEAR SNE <br />5 SETS <br />1 <br />80450 Elev. 35.0 ' City of Stockton Standard) I" <br />d 6. <br />4' 4' <br />1 g'Pi kertcaNaA /36 CLEARING 81 GRUBBING 23 17s- 17Q 1862 8 e <br />STA. 80+15 to STA. 177+00 CATCH BASIN <br />St&60+43-R.60. Pompat <br />Wingwalls RtExist. X-Dr. OK I II Sta.82 58 R.6D Exist I, I STA. LOC. ' GRATE ELEV.In place. Construct Std 2}4 iIi7 Extend 18'C.M.P.I I I I I I I Porapet Pw Wi gwolIs Lt. 1 <br />TypeA double box culvert i I I FINISHING ROADWAY 162 84 31 Lt. 45.90'Type with StraAtht Hdwls as Strown I I I I I I I I I I 8 Rt Construct Sid. <br />Type D skewed as shown 2 Class A double box <br />culvert Typo A:Zfttf STA. 80+15 to STA. 177+00 <br />Sa 80+33?` I // Elev.40.47' F COpSf <br />I <br />I l I I li I <br />I 21'Rt.of"Const$with <br />82 <br />I I I I <br />W 09 ` Hdwls.Trps <br />8301+5 I II <br />Note "'6Borsdawekd o•;, <br />lei ii i II ; 204° PUBLIC ROAD CONNECTIONS <br />I30d1a.20O.Glr#odes j 1L—IL l 20" 0. <br />21I <br />A.C. over 0. <br />50I <br />A.B. over 0.50'A.S. Total <br />C sidewalls. 4 <br />a <br />10II/ril 1STA. ROAD Tons A.C. — A.B. — A.S..v I II I 5r <br />a 80+15 Stnte Hw,y. U.S.99 68 155 135 u N <br />175+45 Hildreth Lane 41 92 80 Cr' A . .CiONCRETE. <br />I 11 I I '1 ' <br />No. Gage MINORSTRUCTURES)N Total 109 247 215InFlow'Ekv. 34.57 <br />Reinfor 4 Bart STA.DESCRIPTION LOC. C. Y. <br />See Poro t details W 3 • 80+56 Stall'4'X 26-0"Dbl. Rt. <br />Std. PlanBoxPLACINGA.C. DIKES s2+5e Std 4'=ice-zeStt iar'"°`t:er . <br />X0.2 <br />Rt Dbl. Box Culver"13'Flared WIN hdwls.Typso 21.8STA. 80+33 os directed by engineer ) y80 .33 93+90 Sid.4flared 4nD <br />ted <br />4x CWwt 'M 24:6TA. 82+ 58 N <br />e'nle. <br />Scale= I"= lo'STA. to STA. LOC. L.F Si <br />3, <br />Scale I 10' <br />f 105+88 Std.4'x2x42'Single Boot Dr. <br />80+26 80+54 79Ltto22Lt 62 Culvert 'y'3'Flaredwinj wit. <br />Precast ReMrrb' <br />80+3) 80+91L--,w- 74'Rt to 17'Rt 100 Type <br />i, t;00 127+17 129+01 Lt 184ConcreteSection127+17 129+01 Rt.184 <br />129+33 131+17 Lt 184 <br />129+33 131+17 Rt 184 <br />Concrete Bhss 174+89 175+30 Rt 77 Total 102.5C.Y. <br />175!59 176+10 Rt 80 <br />Total 1055 L.F. <br />06 II <br />PCXXX BENCH MARKS <br />valley flutter RAW <br />R/W END of Project <br />TYPICAL CATCH BASIN REMOVE P C.C. STRUCTURES F B. 564) <br />Scale = I"=1-0" ai STA. DESCRIPTION LOC. ELEV. <br />STA. OBJECT LOC. C.Y.Note:tip <br />Many B.M:s established during Preliminary engineering will80I1761titititi1• ti I 80+34 Wirgwal Is 6 Porapd 30'Rt. . <br />ty ompany Property Owners removaltlr_ 3 be void by Utili Company's82.58 WirvawollsBPoropet 1TLt825'Rt. <br />105+88 Box Culy. B Hdwls. X-Dr. 10 of obstruction prior to construction. B.W3 of a permanent <br />nature are to be reset by San Joaquin Co. Eng. Dept.133+76 SidewolK 25'Lt, I <br />See Engineer for correct data. <br />fi-- _}_ See detail 0bove See detail aboya <br />140+73 Hdwls. I2'Lt.trl4.5'Rt. I 9IIR/II <br />a Sta.80.33 Sto.82+58 t_; All B.M. whether existing or not are shown on Plan $ ProfileA. ,We. 164+22 Box Culy. E Hdwls. X Dr.10 A <br />D <br />aC.Dike 170+08 Arch Cu1vl.Hdwls. X-Dr. 6 beets. <br />174+75 Curb 311t. <br />174+85 Curb <br />18L+64 5idewall 266. 1 <br />GUIDE MARKERS <br />Q STATE HIGHWAY U. S. 99 HILDRETH LANE <br />METAL <br />U) Total 36r Cy STA. TYPE SPACING LOC. QUAN.STA. 80 +15 STA. 175+45 80+20 G 175' Rt. Ia" Scale:cae= 1" = 50' Scale , R <br />80+20 G Lt III = 50 170 <br />80+30 G 72'Lt. I <br />METAL BEAM BRIDGE RAILINGi 80+33 G 74'Rt. I <br />80+54 K 22'Lt. <br />80+68 I 21'Rt. <br />127+r7 H 19.0t. I <br />LEGEND <br />STA. to STA. LOC. L.F 13117 H 19.5'Lt. I <br />80+53 80+68 Rt 41TYPICALDRIVEWAY <br />Total 8 <br />A Conform WALK 0.21'A.C. over 0.50'A.B. over O.X50' A.S.0 p Pwe <br />Total 41' <br />O v R•14 r W!3/. 50' A.B. r^ •rr 'VFt <br />Var. A.C. over 0 over 0.50 A.S. <br />w 4..41! Mi <br />Structure 8eckfill MaterialvatA.C. <br />Compoct9 Shape 0.6'of <br />41 <br />I FLARED END SECTIONthePipeO.D.at a depth of 4 <br />s-- Penetration Treatment over 0.33'A.B. before placing. PRECAST CONCRETE <br />See UvvtLut Conform f STA. LOC. PIPE DIA. QUAN.` COUNTY OF SAN JOAQUINR/W <br />0.12, A.C. over 0.33 A.B. <br />PIPE BEDDING DETAILforflawllroeI <br />I <br />for 24 8136 Pipe I 129 70 LtI;Rt. 36 2 <br />DEPARTMENT OF PUBLIC WORKS <br />TYPICAL FIELD ENTRANCE P 141+64 Lt.eRt, 24" 2 EIGHT MILE ROAD (2) <br />Cross Drains <br />Scale: I" = 50' Direction of Flow 168+36 UC Rt. 24'4 CONST. NOTES, CULVERT & a <br />No scale® <br />INTERSECTION DETAILSRemoveExist. Pvmt Bring Exist. A.B. <br />Total- 8 DRAWN: APPROVED DATE DATEtoGrade8tResurface0.21A.C. I <br />Y J.W.– <br />SSDRAWING NO. <br />S L_0. L. M. BRADLEY R.E. 7077 <br />I A DIRECTOR OF PUBLIC WORKS <br />k