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Y <br /> OVID <br /> X-SJ-FAS 908 <br /> GRANT LINE ROAD 9 13 <br /> p,O'ry0A STATE PROJECT N FISCAL SHEET TOTAL <br /> YEAR N MEETS <br /> -1 ICALIF1 908(1) 1 1 9 1 32 <br /> INTERSECTION DE TA I LS COUNTY OF SAN JOAQUIN <br /> SCALE 1 '-- 50' ' L-------- <br /> 12' County Engineer <br /> Civil Engineer License No.104 <br /> All Driveways Surfaced t A/W line, 6.5Tons Imported Borrow <br /> R/W (�netratewithh uidas halt �/a al N STATE OF Y;FNIA <br /> . ' • ® =025' U.R.B. & 0.25'P.M.S. <br /> Dist. ng,Dist X <br /> -- ---_--------------------- -- Approved1950 <br /> R/W Assistant State Highway ginser <br /> Civil Engineer License No. 3094 <br /> TYPICAL PRIVATE DRIVEWAY <br /> i <br /> 1 20'120 ' 20' 20 I I I 1 <br /> 20' 26 <br /> � 25. I 25' <br /> I I I& I oI I� I I I <br /> Ia I I <br /> rl IN i I � to <br /> a <br /> I._ I H ISI I I <br /> o Iw' I I of a 1=, a I>- <br /> ' I <br /> oil `R ISI I wl jQ <br /> �=' IJ 1 F&L 12x60'CM.P. loci I F&I. 12X60'CM.P. IF— <br /> i 20' I F.&I. IBx46'CM.P. Imo' .I Const 2Sid.Hdwls. <br /> F. I. 12k32'GMP. Const. 2 Std. Hdwls. -1� 0 <br /> 12' Irriq. Ditch Const, 2 Std.Hdwl. 6'Irri .Dit h 24 <br /> 6w�el!I VICMBRI! _ <br /> Four lanes typica <br /> R/W <br /> RjW -1 <br /> R/W <br /> R/W <br /> ---�---'—`— ��� }� --- --� ------ -- m —_--- RIW-," R/W i�50' <br /> = 23 t PbvementJ 24 1 25 65 6 t Pavement 67 = 90 9 t Pavement 92 - 93 /42 = /43 /441 Povement /45 = /46 <br /> ry) — + — — ------ — m --- �� <br /> RjWJ R R — R/W R/W R/w <br /> FIR 1. 12%16,GM.P. <br /> I 9 • Extend exist 12"CM.P. 16 <br /> h \ 20'Irri Ditch -- <br /> I� '1 Const 2 Std.Hdwls Uj <br /> STA. 65+ 97. 52 <br /> ' J <br /> a <br /> la' 1 I S I I <br /> STA. 23+72.46 <br /> 30i. i 40'� 40' <br /> 1 130 I <br /> STA. 91+ 43.35 8 STA 91+63.20 STA. 144+08.71 a STA. 144+48.71 <br /> 25' 26 30' I l0' <br /> 1 QI I k'Y° IOI <br /> I F&I.C.B.26Lt.HWP.CC.Pipe 1=0. 1 a"x3.51 <br /> F.&I.GB 25 Lt. 1 X40'P.C.C. Pi pe F.&I.CB.26 Lt. Tx40'P.C.C.Pipe Ealy.ia'Wi eet-te 2xis.MA F&I. G&25 Lt&**K.C.Pipe <br /> CA tocoimect to exist M.H. R/W to connect coexist. M.H. R R/W R/W <br /> R/W <br /> -- �' --Gas V. ---- I' 6C3V. fiasY ----- --` ------------- I---------------� -- ------'` ��a� — " ' Remove Hdwl. --'�-- <br /> - ,Pavement _ _ -- _ ----_— -- -- ----_— - - ----_--- <br /> 4, ment <br /> / - - = 158 ,Ikwement I 59 = l60 /66 = --- /67-_-C Wvement - /68 -_-- . _ 170 <br /> -- -- -------- --o -------- ; o -- <br /> q, MH r�i rQi-- -- m ' M -- --------- — <br /> ------ -- -- <br /> oB. -------- ' I . <br /> CB. R/W x <br /> R/W c e. B. Remove Cac.Hdwl. ���/� wW R/W-'O' <br /> i I R <br /> F&{-fx&-P+i30 <br /> -RF& RC�6�ipe <br /> Uj 24' 1 STA. 167+20. 0520 i Remme 4 <br /> 1 1 <br /> LU a 10 I <br /> Ile <br /> � ISI I <br /> W 3C <br /> m' I la j lo� <br /> 30' I 30' <br /> 20' 20' <br /> STA. 14 9 + 76.35 STA. 158+ 96.48 O `-�° STA. 170 + 42. 64 a STA. 170+74:54 <br />