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d 2 <br />X-SJ•FAS 1292 (2) <br />EIGHT MILE ROAD <br />STATE PROJECT N 0. FISCAL SHEET TOTALDIV.NO. YEAR NO. SHEETS <br />CALIF. I S- 1292 (2) 1970 1 18 1 I8 <br />COUNTY OF AN JOAQUIN <br />REA OY/A/G COAICRETE PLAC//VG A-C_ O/AlE TypcQ/ 2 '• CQ p /¢ LINTY ROAD COMMISSIONE <br />CIVIL ENGINEER LICENSE 0. 11988 <br />LOCA T/ON LOCAT/ON gUANT/TY 0614N7'ITY Prove ,4o i/ZD /970LOCAT/ON OESC/PT/ON <br />LF. E,rc. GY. Bkf/C.Y. <br />Sfo, 3771420 4'x' 2 ' 8ax Cv/verf <br />514g402+DO to S>o. 408 1400 Lt. 450 L F <br />Sfo. 4021400 to Sta 4081400 Rf 550 LF Sfa 377+20 X - Drain 60 36.(X-' 22 (F) A9p1vZ_WAr LwT" <br />Sta. 43/100 6 "f/ofS/a6 B o9e Toto/000 LF <br />Tofo/s 64 36 ' 22 LOCAT/ON TYPE N/OT11 <br />Sta. 350* 90 Lf B 30' <br />Sto. X57* Lf A 20 <br />Sto. 358*30 Lt. B 20' <br />L AC/A/fi A_C_ ,01AT(Type A )S/47. 30t/8 Zf A 30' <br />22 x 1j" BIT. COATED - CAIRA. 14 64ye 5144 360•,67.1 A 3:6' <br />CL EA RIA/6 e6RIJ4846/A/6 LOCATION QUANT/TY Seo. 362*45`4y A 6' <br />LOCATION OESCRIPT/ON OUANT/TY S/a. 362*36 Lf' A 6' <br />Sta. 446100 to Sta. 447500 Lt. 00 Z/-Lf E,rc Cy &W/7 C. S/a 3G2*$3 G/ A 20' <br />StO. 3S0 +70 o S/a. 4417fo0 S/a 446100 to S/a 4471400 ,4'f OD LF Sta 97St99 so Lt S-Drain 40 2 (F 10 Sta 363*8?Lt A 28 <br />Tota/ 200 Lf sfa. 4(, *010 X-Drain 60 9 (F) /6 (f) S/o. 364*•Q3L1 A 24' <br />53`0 416* Gt S-Elrr14ifl 36 0 (F) 8 ( 6* 365*..v Lf A 6' <br />5AZ 4Z0*20 X-Drain f0 24 (F 2l F S/Q B 6' <br />To%/s 196 65 53 Sfo. 369+22Lf <br />S/o. 369*84 Lf A 8' <br />CL A SS A "CONC_ Mino,- Stl--)s/o. 370+73 Lt A 50' <br />AGGREGATE BASE(C/asst s*.. 971*601,14. A 8' <br />LOCATION QUANTITY LOCATION 4aE5C, <br />1P/PT/0N pZ14NT/TY 24 ~Of BIT. COATED C/11P_ <br />sfa 375*74Rlv" B 2' <br />S/a 376*103,o B 2" <br />Sto 408*G0 Gt.Tyoc G! .SL?/. 0.5 C.Y. ( Sra 390+AL1 A 20'Sto 3S01470 to Sto 447f00 9490 C.Y c/ANT/Tr <br />I/om Lone 33/ <br />Sfr 408*Gt0 Rt N O.S f L OCAT/ON OESC.P/F'T/ON <br />S/o. 408*OD .P/ u a 05 f) Goge LF E"xc. c 16*17G!! <br />oe0rsor? Rood 333 St4 407*09 Pt D 2¢" <br />Go/fiiie`v .Pooa, 26 <br />SYo. 4/O 1400 Rt 0.5 A (F) S/o. 428s9O 79.Ct 5 - Drain 4 //O 5769 .44 tF)S/o. 40949 ,FY D 24' <br />1WIC.4-e Grove Rood S6 <br />1S/ <br />a 4l/+4D /P!` u 0.5 F) Sta. 4301420 Lf S -4 roir7 6 /SO 78(/c") 611X-1 Sto. 4/0*60 1P/ D 36' <br />Driveways 292 <br />Stu.420*xW <br />MA It O.CP. D.I. 0.5 II (f) Stn. 4/0*81 L1.' B Aw l6" <br />Tofol 3 C.Y. Sto. 4/2*/6 /F/ D 36' <br />Tofo/ 0,468 C.Y. Stq 4/2+651 Rt D 2D' <br />Sfo. 4/4+8.5 R/ O 36" <br />TRAFF/C COUA/T/A/G STAT/OM Sfo 418+10 A 24' <br />LOCAT/ON QU/INTITY CLASS A ~COwCoefTE (strmcfur cs ) <br />S14 419f4V Gt. A 20' <br />914 4/9*67 Gt. A 6" <br />Sfo. 442190 ea <br />gUANT/TY S/o. 424*07 Lf• A 4" <br />AS/D"AL T COA/CRETE LOCATION 0,CSCR/PT/01V r p fa S/o. 4-31+(694p/ A 8' <br />Toto/ eo <br />Conc C.Y.Exc. L.y Bkf/. G.Y. 51a 433+940 L/ A 26' <br />L OCA TION QUANT/TY S/Q 434*27 Lf A 116' <br />S/104/04/SO BaxCu/r. ExfEHdw/s. /S (f) 2,000(f ?? (f /S(F) 51a438*6/ L/ A 4' <br />SfaJ50..00 to Sta 447f00 6986 Tons Sto. 4&1'-'aa x.Ca/r l-l"Vwl_r 69 (F) _9 2 S2 (F)S/Q 439*80 Gt A Z' <br />f/am Lone 26/ 5'ta 444*09 .Pf B 20' <br />Pearsor ,Qood 24S MZS'GELLANEt%fSf <br />cSTEEL Toto/s 84-1900 194 467 <br />Sfo. . 5_0123 Z/ A 28' <br />Go/fview .Qaod 21 1/4pm L. <br />M/cke 61aye .Pond 45 LOCATION D.ESC P/PTION i 60IV711`Y <br />5fQ. 400 <br />A.C. Dike Sto. 408<00 Lt. 7324-/2 Crate ea.. 4 3 5 /.- <br />B 42; <br />Z3 42 <br />4 S,oi%/ways 2 5/4408*M .Pf. to. Sfa. 446 zs .6 16 <br />Driveways 281 sfa 4io-Al ea. 2 'ARE/A/FORCEO <br />TOta/ 78.5'2TO/7S <br />Sfn 4//*4Q R/ea. <br />S/a 420*.c30 R/ Steel Cover egg <br />SfA 408 f00 /0 Sfo. 4/21470 Rf.470 L.F. <br />LAC/NG A- C_ (Afisc- A,-eas) M040V' U/aIE/ 17_ EA/C.ISEAIENT <br />LOCAT/ON DESCR/PT/ON QUANT/TY LOCAT1ON DESCRIPT/ON' V41WNT/TY <br />43 x 2T 'A` 6 ge` VOTE: /F) Denotes Fina/ Poy Quantity <br />Sto.402100Lf A. C S,o.,%/wo 5 S.Y. so 041ANTITY <br />y S/a 37St8ao 4 Cor. eaLOG.4T/DIY O.E.SC'iP%PTIO/V <br />LSF .E'xc. C.Y B.fIG'l.'Sfo.446100L/.8' 4-C SPillwv S S.Y Sto. 40214D — Sec. Cor ea <br />Sta.428190 29 4 Cor era Sites 373'+•74 P1 Oraii. m 6 (F) /./ (F) <br />couNTr of su+ oAC WTOMO/ 3OS.X DEPARTMENT OF PUBLIC WORKS <br />Tafo/ 3 ^:7. <br />S/a. 97a-P-0,3 RI S- Drain <br />T/o/s 40 22 CONSTRUCTION <br />NOTES <br />APPROVED DATE TE <br />W DRAWfiO NO. <br />DIRECTOR OF PUNUC WORKS