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 />
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