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0 <br />ti <br />`o Tror�s. <br />E,risfii7 Cure Gvffel a ,. 9 <br />01� <br />0 <br />IE. f' <br />e <br />42 , 43 44 <br />i <br />o//Ice E.P. l — — <br />� //i fx�stir7y Curb ,f'• G'ufter <br />�# <br />� !or/s�rvcf/'or/ <br />Plane exl,5M7 q A.C. across intersec/i *0175 <br />in line with //p of yaller (30 fro/r/') . <br />See P/alni?q Detail below <br />Existing A. C2 401ke <br />L xisfii�9 A. C. Dike <br />/ <br />� lir <br />!/orl'able Depth ,4sphall Concrete Over/oy <br />/il ® Pavewer71 Reoal�- . See dela7l below <br />0.00 Depth of 4spha/1 Concrete P/orf7i/9 <br />- • Locofi on o7`' .4spho /t Cor/ crefe 7f%n�i79 <br />A DJ4157 IWA/VIIOZ E FRAMES <br />AAID COVERS <br />�oCoficarl �//l/i7f/t'i, <br />Through*0r� t Prgject -32 Each <br />oAIiEMENT REPA//2 <br />Z000/i0/7 Quantity <br />Sto. Y2,4 -35Z /33 S. Y. <br />PLAN/NG ASPHALT CONCRETE <br />PA!/EMENT <br />,Coco�`iorl <br />S/a. 42,160 lo Sla. 8-9,1 70 t <br />Sto . 93 i SO to S/ -q. 94 " 00 <br />49tror/ fiiy <br />.3 5510 s Y <br />333 S. Y. <br />.3, 923 S. r <br />ASPNA1. T CONCRETE' (TYPE 3 ) <br />,Cocotio� C,ivor�tify <br />7Poodway ,2, 434 Tons <br />Poverr7ent iPeoair 90 Tons <br />TOT,4L = Z, 524 Tons <br />PA 1/EMEN T REiNFORC//V G ,00a,45RIC <br />,Local/ 07'7 C,�vo7�,ti fy <br />Sta. 92 j 25 /v S'/o. P-0,100 933 S Y <br />762 7,-41- _ ,25, 786 S. Y <br />PROJECT ENGINEER DAT - CHECKED <br />.3-187 3,-,p <br />FILE INDEX No, <br />'423 <br />HATE SUBMITTED <br />7 <,3,w0 �r <br />P 1. A /V <br />Scale in Fee t <br />O 50 /00 <br />GENERAL /DOTES <br />/. Te%phone n7anhole-5 /ocalee Cv/t7�in fhe pavement Avorlt area w/ll <br />be od osteo' to 9.rode b y Poe Be// offer the resrlr4acli7g is comp/efe d. <br />.2. Wale,- valves located wrfh/i7 7`he povemen>` /val,E oreo vr-/// be od,/o'sfed <br />to grade by Ca/i:�`orrriv W4,ler SerV/ce ot'fer res41rfocIi7y 7:5 ev�aasP.`eted . <br />3. The CO3?1rac10r shall C0/7Strvcl temporary Paved rorn os W,4ere 0/or7ec/ <br />areas of the roadway lea ile a lip 717 excess of 0.08 ' , `v11 <br />C01npen5ot/on for Cor7sfrvct7i7q 9r7d reir70v/ng femoorar1f ra7rT,os shall <br />be considereo,' as ii7clvcleod /i7 fhe c611,11ract 611711 Price Pond for P/*017//29 <br />,4sphall Concrete Paveme.,71 or7d no seParo7`e poyme,*l jv/'// be made <br />there f'or . <br />4. ,4svholl Concrete Asea' for pow, -,r "l Shall he ,o/aced ii7 /oyers <br />which do not exceed 0.50 ' 7h ca npaClea,' rhi c4e7ess . <br />S. P/ocernent of Asphall Concrete svrfocii7y shot/ not A,5e vr�ti'/ ,4spho/f <br />Concrete used /i7 payement repa7is /jos been 1i7 p/ace for o MI-1771MIW of <br />36 hovrs . <br />6. P/*0/25/29 of exls11i79 Povemenl shall be e/im/r7oleel where Ahere ore <br />ex4511ny loop detectors ana' lead-zi7 wines of the Fi1,berl Avenve, <br />h7lersect/ <br />DATE APPROVAL RECOMMENDEDDATE <br />Corrections By <br />NO Changes SAjrcv_._ , ..., <br />Date <br />Any Person Using tai l € irti_,, Should 1�`� ,' ; <br />All lnfgr�'s�tion By Inspecting Th Site of c= K .. <br />COUNTY OF SAN JOAQUIN <br />Sh/d. Oefoi /s <br />z4' <br />Povemeor` .eei:vforcl%?y Fabric <br />E. P <br />93 <br />Cor7sf <br />E P. <br />za. <br />Paeeroer7l eel;7 <br />i737 7`ab ri c <br />.Defer /0 <br />Sh /o'• Oelav s <br />- -i - - i - - <br />O. /2 '4spha/1 Concrete Ove, -/ay <br />Ex7stii7 g ePov�wo y <br />TYPICAL SZCT/ON <br />A10 Scale <br />Cons• Consf <br />.Cimifs off' elearin l'rv66�i7 q ,�.i,�.i/s o�' C/eor�h9 fi' Grv667i� <br />n� <br />24' -L 6 <br />A3� <br />■ <br />0.04'A C. <br />(COr!>`Orirl� � <br />-[,0..- <br />_j <br />J (ge"' r <br />A See 100veiner71 to/ar7/;9 <br />Defog / be%�t�' <br />EXl5tii79 .eoadway <br />1411PI MRM G'IllTTER <br />51106/1.DeR DETA /L S <br />No Sco% <br />Confora? <br />Ei.SXfin y 0.04' depfh <br />Surface Face of Cvrb <br />r� or A0.0ihe <br />z' <br />004',4• C. <br />�Co�7form) <br />i <br />�fxist7nq �Poodwoy <br />4. c 101XIE <br />/vole: !/here Cvrb and gufter or A. C. dike <br />does not ex7s1 the r7ew povewenf sf7o// 6e <br />towered fo 0.04 ' al the exis11,7q edge a,' <br />Povemer7t . Sf7ov/der graoll y, i1"r�'�icri ed, <br />will by fhe Engineer aad <br />Pond by Ite�r7 �/, Force �ccovr7t . <br />ExisM79 Sarfr7ce <br />P/aaed Surla' ce <br />Ex/stir7y Strvcturol Se cfi ori <br />0.90 "Aspho/t Concrete <br />Overlay hof shown for clarify <br />Note : dVia'lh, length ono' loeot7bns i <br />,0 41/,fjENT P,C AN/N�' to 6e delern�ined 6y 7i/ie fi7q�ijeer- . x <br />W <br />DETAIL R4VE/IiIZAVT REPA/�' D,E'TA/•C. <br />Z <br />/1/o scale, <br />SCALE: WA 7j IeL 0O R0440 <br />",C' Slreel lo Stole flighw-vy 99 <br />/lo Scale W <br />J <br />ir <br />ZA.Y7- .STOCllTO/V ST�PEETS SHEET NO. SHEETS <br />PROJECT ,QESU�F,4 C/NO - /987 4 .5 m <br />