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0.20' A.C. <br /> vel <br /> Const. <br /> "« i t • <br /> ami <br /> Re-Open & Clean <br /> F0 0.08 m exist. Drainage Pipes 0.08 20' Conform 0.08 20' Conform <br /> See sheet 7 <br /> > + --for all locations • • <br /> w o o N 0.00 o N 0.00 0.00 <br /> J <br /> O y O <br /> cn <br /> j4Conlo, <br /> a \ `t - 1pE.P. <br /> f O <br /> N 100 co 11 N1 N 14 ® 15 N N 18 19 N <br /> N <br /> N -------_------� <br /> N <br /> m <br /> E.P. Existing Vault E.P. <br /> to remain in place <br /> o <br /> A <br /> 9 <br /> . 0.20' A.C. 50' A.C. <br /> oOverlay Trans. . Existing Curb,Gutter <br /> 2to <br /> o z C Const. _ \\ remainidwnikplace (TYPO <br /> v �rractinn "v_ <br /> on <br /> :hain,4sqqy a a N E �h \ <br /> a �O a �� \ <br /> E.P. v oers �' Iq `F D .w,nq could Verifvo d d a i 0 <br /> Y <br /> 0 \ <br /> a N <br /> 24® N 25 .00 26 28 29 <br /> • _ —_—__ A <br /> E.P. 4 c41 _ - - - - - - _ Z — <br /> ° 6' <br /> S0 00 ° � Uncover Maint. Hole V A <br /> A R&D 2 Lf. of existing damaged pipe. + -Existing Curb & Gutter 0 + in order to be fit\ \ <br /> .) Place 5'x12"0 C.S.P (0.079" thick) •0Pi N to remain in lace -ow adjusted <br /> r with coupling band. m� P VIN f <br /> Q,J Refer to S.P. D97A & D97E ° <br /> II z° See sheet7 for all locations ciN d <br /> END OF OVER <br /> COUNTY OF SAN JOAQUINNO SCALE PLAN REPORT AVENUE & SIERRA LANE RESURFACING Sheet No. <br /> (South End to Waterloo Rd. & Waterloo Rd. to Cherokee Rd.)1 4 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> 1 iia. _ . ._. i / . . <br />