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16 _j <br /> .......... <br /> 4� <br /> 40 <br /> z 14 FLORA STREET. <br /> OO I <br /> T <br /> RAD FNIL INDEX OE YEARSHEET <br /> Q 1956 1 <br /> NNo. <br /> 23-S I <br /> 1 <br /> 3 3 JOHN C. FREMONT <br /> Basis of Bear/;7 <br /> C:� ys: HIGH SCHOOL <br /> rt Alda,7taln Kew Terrace <br /> C� <br /> IR 116 <br /> NEND OFPROJECT <br /> � <br /> STA. 11 + 23 <br /> O cata awin S. JG *an//W16 e-Ahn No/ot <br /> ro RIW o.-man Awe I P Sidewalk SLI <br /> caaftch Caft.41i Basin <br /> 0 [ of GarbLFacs <br /> a. <br /> 04 R1w <br /> 6 6)Ir <br /> aftp <br /> > <br /> �,-­- - 1 0 04 <br /> iz 1 rs"; KFoL U cm;7* a& ma� N. 7/°3440E <br /> I -sow,Pipe)FWU7 F"7,7771q .ff)w <br /> P AWW <br /> 43 - <br /> 1,� Fvpe R.E.1014 <br /> .1116. <br /> FRIW-Y <br /> ound 2"'pipe at 25 <br /> See. Cor. <br /> .7 32 44 <br /> 10 11 <br /> , 'I <br /> 1. T ! BEGINNING OF PROJECT <br /> % <br /> STA. - O + 38 N <br /> jA <br /> 1,j <br /> Z� I a51nlv c ( o <br /> -4 <br /> Mt <br /> SCALE= I"s 50' <br /> i'v, % <br /> 11` 9d 041 <br /> Cify <br /> Q, <br /> of Sftclaon 5mimiarW <br /> Mixed Swrfacln <br /> 0)7'w 4 O'RYM r upwr 050 x 40' Uhrmated Ba" COUNTY OF SAN JOAQUIN t. <br /> CONSTRUCT DRIVEWAYS + <br /> • Existzhqr 6 <br /> .• <br /> 4 ' Sidewalk Submitted:— __1956 <br /> ( 0.3331).B. WITH PENETRATION TREATMENT <br /> Sta. Location Tons 1113. 3% 3% <br /> 4ptk M*7 " .1M <br /> 8+3a Rt 10 T f L.H. Brodley R. .70T <br /> A. 11k <br /> 8+66 Rt 1 0 1Director of Public Wo s <br /> arch Grade <br /> Cj <br /> (Dia.) <br /> :A Approved:— ffii _Th <br /> _ 1956 <br /> TYPICAL CROSS SECTION <br /> o., , SCALE 1"s 5' C. S. Bull, Chairman <br /> Board of Supervisors <br /> Son Joaquin County <br /> CATCH BASIN <br /> SCAM: <br /> ---------- <br /> �Tm <br /> S hip-4 V <br /> 7 <br /> .04S JW_ or. ,R Fst Chiseled 0"' bu� Lt <br /> .......... ........ --- ---- -- .............. <br /> 17 7 <br /> 7-77- <br /> Ta -4 w35-flaw 10& .. ...... <br /> At, W4217 7 <br /> la:, 7 ------ <br /> J. <br /> LL <br /> ............. 77 F7 <br /> ;4 <br /> .... .. ...... .... ...------- <br /> 7 _7 ------- <br /> 107 <br /> 1 V-7 <br /> --- --------- ...... --------- 107 <br /> ........... <br /> 4- '04% <br /> " 0 <br /> .......... ------ . ....... <br /> 106 <br /> 106 <br /> 7 <br /> 105 <br /> i 105 <br /> ------------ -- <br /> T <br /> ----------- <br /> A <br /> 104 <br /> A- <br /> 4, <br /> f <br /> ........... <br /> T10103 <br /> 3 <br /> 7 <br /> U_ 141 <br /> Ir4 <br /> U <br /> II <br /> G <br /> 4 <br /> Q! <br /> ..... .------ <br /> S <br /> _1A . <br /> jZ <br /> -------------- <br /> j <br /> v <br /> 4............. <br /> Below <br /> I T <br /> RoI110 ApPrala�h Vciydaqe lucled iti Quantit <br /> TOTALS <br /> 130 179 139 205 47 <br /> EkCAVATION 5r* 51 32 32 128 1-67- 16Z <br /> r <br /> EMBANKMENT 00+00 I 0 0 0 <br /> ....... ......... 0 0 0 <br /> 10+00 <br /> 2 4 5 6 7 8 9 <br /> 0 f E:_ , E ',h R 0. NE,W f <br />