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co�ft. <br /> ADJUST 41'ANNOLE FR.4Afe COMER <br /> Liinifs of C/eo/'i�y aad Gra66iny <br /> � L ocotion Quo/�tit <br /> 2f 49 Pavement �Peinforcin9 Fo6ric Z' Throuyhout Prgje, // Each <br /> �/D"Traffic Lone /0 Traffic Lane /0"Traffic Gone /O"Toffs ,Cane GENBRAL WET <br /> See edge of / //s /S /S '//� % J P1017,? exisfiiry .4• C. across e// ii/tersecfians in line JWi/h lip of ya>fer - <br /> paveinent detail I Exisfiny Carb <br /> i hor• vow. __ <br /> ter. — - lror. I` and Golfer T, Wd'ler A-o/ve frames and toilers W111 ,0e od/os/ed to ,grade 6y Co/rforitio W ler PAVEMENT REPWR <br /> � I ser�iCN CO• Offer resarfacir�y is CoT,o%led <br /> - - _F- - -J ,C ocofiorr Quantify <br /> Al/ e risfiny dr/veway ev/vert, to remain in place • 9 Sites Thr'ovyhoaf Prgjeet 403 S. Y <br /> Exis liay iPoadst�oy O/T As fio/f Concl-ele Overle <br /> P y 9 Gf/fiere suPere%vafians exist fhB neAv surface 51aae and droinoye .Sha// <br /> See P/a�/iay Oe>oi/ co�forrn fo existing. <br /> TYP/CAL XFC T/ON PL,4411W ASPHALT CONCRETE P. MAIENT <br /> No se-ale <br /> .DES/GN ,DES/Gl1 rl oAl ,Cocotiar� Quv�fi�y <br /> (/0 Year-.2002) Sto. Ot/S fa Sto. 994 81 4S5 s. Y <br /> A,OT= X000 0 = SO Yo 'f/ : 30 /if.R/-/. <br /> DHV = 300 7-c < 2 <br /> rr' <br /> ASPNAL T CONCRETE (TyE BJ <br /> Exist�hy Curb �n Existing Curb �h ,�OCdf%O/I duonfity <br /> and G'Ulfer 0' Oti and Gaffer � <br /> 0 fiaiyhed Surface Existing sarface 5/,a. V-0-1-5 to ✓nfo 33f7O 2, /97 TO/JS <br /> - - Pavement Repair Z/O Tons <br /> Z,40 7 Tony <br /> i � i � Conform <br /> Grodii�y P/a✓�e <br /> fOG',E OF PAVE4ylENT N491E: Aspholt concrete sarfaciny PxilzrAlelyr Rmira lNG FABRIC <br /> not shown for c%rift' <br /> DE ML sPLAN/NG DE TA/L vco tion Q v4ntit <br /> Na ca% <br /> Sfo. O 70-/f70-/fto Sta 3.� t 70 /7, 8 93 S- Y <br /> No sca% <br /> See /vole <br /> Existing Svrfoce Be%w r• <br /> - - - - - - - - - - - 0 70' Asoho/1 Concrete � <br /> 410044C: lyioYh, /myth aad /oc0lio21 <br /> to 6e determined by the 6V,007eel- <br /> PA1/E4!4fNT RE0.4/R DETA& <br /> No yCa/e � o0.vFM �� <br /> No.21258 <br /> I I I JrQ" A C • E=P 9-3693 <br /> I <br /> COosf Tonsition I '1 I �� CIVILorck <br /> Existii7f C• G-4`S � / <br /> JI <br /> � �� \ Exisfi�,, Cur6 ¢ Gaffer Oo ZS ■ � � / ��/� <br /> V <br /> 32 <br /> - ti - - ----c -- -- — - --� S <br /> 1,7Z - RECORD DRAINING <br /> Corrections By � <br /> /�� Exisfin urb Guffer� NoChanpsBy <br /> Ct <br /> 9 Ex�sti� C. G• f S• F Date <br /> �� �� �� Any Person Using This Drawing ShoW d Iter <br /> ■ Zimife of A•G. Poveme�f P/o�ir�y All Information By Inspeding The Site Of Wot <br /> BE6/NN/NG OF ffac eZ7 06 Depth a/' ,e. Ooxemenf Planing <br /> Sd A•C. No sca% lrariob/e De olfi A C over/ay 4 `'Nd Qf PROOJECT <br /> �f-onsitiorf <br /> DR <br /> AWN ,MEET TOT <br /> PROJECT ENGINEER DATE CHECKED I DATE '$UI/MITTED DATE APPROVAL RECOMMENDED MET TYPICALI SECTION ALPINE AVENUE No. > TO <br /> 8/�z � R� /rim 3 COUNTY OF SAN JOAQUIN SCALE : AsNoted PROJECT Rainier Ave. To Kirk Ave. <br /> v Glf� r 0�6 �� h CONSTRUCTION DETAILS a NOTES s s <br /> ROAD P16E INDEX No. <br />