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. const <br /> Const. <br /> L%mils of C/eoiin9 and Grubbing, Eorfhwor.E (RoadWay !y/denir�g) Limils of C/earlrig and (s'rubbing, EorfhwonE (Roodf�'oy llrio'enirig <br /> 24' 6 s Z"t <br /> alar. 9'-15' <br /> ima <br /> A.C.Widen�irg `�o, A• C. dYidening <br /> A.c.&1;Ve4ing coo, <br /> Conform VIVO, ZY Conform Ca�form <br /> • , <br /> `ar. I I ✓0� Or <br /> - -- -- - - ---- -- --- -- -J '- - - - - - - - - - - - - -- - - - -- -- - - - -- -- - - - --- --. -� J <br /> 0.30;Q.�'Bost <br /> O.30'A.C.Bose <br /> 0.30;Q.C. Bose Existing ROodway Existii�9 RoodOrny <br /> horiob/e 9eolh A c- �'urfocing (0.30'f) !/orio6/e OePth q.C. Surfacing (0.30'e) Existing Curb, Cutter <br /> orrd soe.�•ni,� <br /> .I� ThlcEness //aria/ions S&,, 160,,M to S/o. 18/+70, ,Sta./83fP3 to 04,/6lsOt? <br /> Sfo• //7•,100 = 0. 35' Parernet Wlelh =30 A.C .Wide&i'nq t 18'-PO' <br /> Sfo. /50000 = 050' T)yFP/CAL s` CT/O/ y °.411 vapoved sham/ders shall be rove%d. �srore%d s4o&ldemos T Y �+ <br /> Sto. /5/000 0.40' ,,14011 be Cv17S1rvc/`sd 6 uaifor� /aeiiq "S/�ou/der &aek ? "" / / P1 C,4L SECT/ON <br /> sto. /sz+oo = 0.40 � y P 9 9 <br /> Sta. 153t00 = 0.40' S/0. //2t 00 /o Sfo. /26}00 ~Ierio/ a/ o rate of Z C.Y. per station (each side) . The <br /> Sfo. 160 fOO 0.40'' comp/elect groreled . rlav/der ifvll be fyvsh w.th edge ofporrmenf S14. /36,f3 lo �S'fo /8/f 70 <br /> Sto. 1500,00 /0 sl`o. /56113 Stcr /83*•S2 /o Sf7196 t/2 <br /> Sfo /83►,ZS /O S/a /83+j2 <br /> Stir /96;12 to Sfo. 20¢ 180 (See Nofe Below) <br /> Note See Sheet * 9 for Typical Section <br /> ,5 7a 176 A 12 to Sta. l99 t 4S (Rt Side ) <br /> Const. <br /> Zim/ts of Clearing and Csrubbing, E FMhwvrk (.Fboogvay 4W1dening) <br /> 4 °6 eo' - zO• X06. <br /> yo-1-4lror. 1Z'-/6 <br /> A. c. .4. C. Widenir757 <br /> iYidenin9 ' O- • <br /> 00 <br /> Caiiorm / • ` <br /> c Cantavin <br /> 0.30A.c.Bose lioriob/e Oepth A. cBase <br /> Existing Roodwoy , <br /> loriob/e Oepth A. c. Surfaciii,9 (0.30'}) G'ENE�'A,L NOTES - <br /> • 'Thickness loriations (A.C.Bose) 1. Llm/ts of Mailbox .fe%cat/on shall conform to //mils of C/eor1ii9 <br /> S/o /Z6 100 = 0..0 " and !'stubbing. <br /> Sfo. /x7100 = 0. /' ` 2. fin ported Borrow R-l/o/ve regvirement shall be 601mo. <br /> Slo. /x6000 0.2 ' TYP/CAC. SL. CT/ON The R-valve requirement srfo// be waived prov4o'ed the .Sand <br /> Sta. 50#100 a 0.6 t E viva/en t valve rs ZS or more . <br /> $to. /50>' 0o p.Z Sfo. /26 00 /o Sfo. /50, 00 q A� Y <br /> --4 Rets to Sfaizdztrd Parr T-,/� Por trof/ic. ✓are c%3vrs RECORD DRAWING 1W I V G <br /> dafirls.. <br /> Corrections By <br /> Aires 9/30/69 <br /> Shoy/der &idNil/ariotions -- <br /> A Sfo. /36000 to S7`a /43}00 4" Date <br /> hangesB%� - o�RQ ESS/pNq <br /> W I Sfo. /36000 to Sta. /43,400 = 6' Any Person Using This Drawing Should Verify 5 M �rr�•' o <br /> V 4- h� -ete/t ,Q2a9 B - When woo* is less Mon 8' on ospho/t All Information By Inspecting The Site Of Work. W : ' ? z <br /> a ?LW w✓//.,nor` be re9u�red &r {inol course. W_ No. 21258 x <br /> s <br /> Earthwork - All earthwork except for final grodiny of shoo%ders <br /> k Shol/ be completed prior' to ,olociny Asoholt Concrete SurfbcinGv��. <br /> y. cAL,�°�` j <br /> a DRAWN BY DATE LATHR sNEEr TOTAL <br /> U. <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> 4 N0. SNEETB <br /> g�g� ���� COUNTY OF SAN JOAQULN IS <br /> cA�E = NONE TYPICAL SECTIONS PROJECT Airport Way' to Hwy 99 <br /> ROAD FILE INDEX No. <br />