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L-rLength of Spot? <br />ryps of Soon <br />Q) Size <br />Ldl7gffi �50'_ 7 <br />Size <br />Length 170" <br />9 <br />1Z q 3`4 0 07 <br />10" <br />L el7v <br />O A6 --.Z51ze + + <br />Length 4137 " 3214r#- <br />(1, 10 7 <br />Z� -28_f0'2d!6" <br />1z) Length - <br />fz <br />1" 7 fi 47 <br />Length <br />d 6 <br />r.rrhIcAness of Slob 7" <br />----------- <br />0. 02 04' L% <br />0.02 <br />"q <br />NO I*E,5 L,� <br />For Slab detuils *not Shown tefer to if,51db <br />z <br />4 <br />Aq <br />A41 <br />01A68,141, <br />M TA 1. SLA8 Ot"OFIL 6-600N OUE W Ok"I LOAOff' <br />fhe total olefleefioty will bo reached otout 4 years ofter <br />i'al'sewo"k removol Op'or Value's at time of false work removal <br />divide fiVse shown by 4. <br />the oinount of comber for construction will be determMed <br />Ay Me Fngineer. <br />-----Camber shown does not include vertical curve correction. <br />Note: 7ronsverse /00 '01'n1$, ff vs4d, <br />to be located at V4 point of spotrl <br />and longitudinal joint to be <br />4 located at edge of traffic lanes <br />unless otherwise permitted by <br />the enqineer, <br />inlorcelnent continuous throe joint. <br />L ONGI rUDINAL OR tRA N VERO <br />JI <br />1 <br />M-0 2, 9 -6 <br />SLA8 CONSo?ucrION dOINr <br />0 Sjoan 0 8ANIn <br />Gn I <br />Sion <br />/ 71. 0 $PO/7- <br />a an <br />I A finent <br />( ne front lace Abuly <br />XC <br />'Ire sp (In <br />_?0 DRAWINO, <br />1,;6'roctionst3y., <br />4 <br />"angp-SBY L 14 <br />RE/ IN FORC EU6`NT'- r0p Smonl A4_1 <br />Abullnelit Aij <br />� <br />US09 This Dra,vving <br />,y 111spectiq S-t <br />13 sf;Or? — It 86/7f 0 $Pon All 111tormatioll ShOl,,Ad Vmfy <br />burs <br />410 edge of slab 09 %,5pan — 0 Yp(7n-- <br />,16" (@_0 Soon q) 8 SP allf � <br />F­ to <br />and bottoln slab <br />rn <br />No. 21258 8 OHN E rA IL fUSE Eff <br />Exp. 9-30-89 <br />Xe <br />C <br />10PO Fleewl,�I /r, e01;*W1x W///,? Me A(Me 4:V611X0_._714 <br />core r � -It. <br />1?V <br />MA Y /I I/ NF01?CENCNr-8oTro1v Off' SLAB <br />Afa <br />S <br />SLAB DETAILS- 3 SP -AN <br />A ifs S 20-44 alyd XILTERNArIVE <br />_,UL <br />PROJECT ENGINEER OAT E CHECKED By OAT E SUBMITTED 13Y OATS APPROVAL RECOMMENDED By DATE <br />SHEET TOTAL <br />PROJE CT WILLIAMSON ROAD <br />NO $HEETS <br />C40UNTY OF SAN JOAQUIN SLAB DETAILS <br />ill'Irl <7- DRAWING NO. BRIDGE NO. 1941 <br />'0 e <br />�-Ate BRIOdEr'NO� 290-284 <br />I + <br />Vi <br />