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E286 - E303
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E286 - E303
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Last modified
3/28/2025 9:47:17 AM
Creation date
3/28/2025 9:43:38 AM
Metadata
Fields
Template:
Large Plans - LP
Project
Project Plans for Construction of San Joaquin County Highway Federal Aid Secondary Project NO. S-1292 (2) Eight Mile Road
Limits
Between West Lane and State Riute 99 North of Stockton
Year
1970
Project Engineer
M. Lowe
Roads Worked
Eight Mile Rd.
Red Lines
No
Federal #
S-1292 (2)
Supplemental fields
Classification
As-Builts
Cross Ref
E286 - E303
Type
Highway Construction
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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
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