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0. 17' A.C. 260'± A.C. Trans. 0. 17' A.C. -t- 100' A.C. - 0.30' A.C. <br /> o Conform 2' from o V + Trans. oo O <br /> + � rails at concrete n 0 N + O <br /> plan�Cing. Const. R/W + � - N � o' � �w Const. <br /> Ln <br /> C Exist. RR Xing �� + Q �� <br /> rn <br /> R/W E P vim UN/ON NGate to remain. E.P. E.P. - 6'w ° 0 J <br /> .' G_^ ____.—_C;--_.___—'_.G G.�.__.__.....G_---i---G ....._- -___—___ I G _- G--_ .__G_ _G -� .-G—..�.__ G—___. G G - G__.— ....G_...... G - _ O <br /> *E. U� mom/ G— _ GEPO 0 ---- -- __ -- -._. _..-----� ---- __ ___�173 174 175, i :- 1 17N; co 180 o192 ; '" 193 19477 2' ' 4 E. P. —� ... _ IFIC RAILROAQ- T2 T —r— T T T- �T . �7 ---T — E. P. T , <br /> 1 o E.P. <br /> R�W E. P. Trans..C.T 000 0.08 + a E.P. , , <br /> Limits of Paving ti O ( yp) R/W <br /> Existing RR Xing + Q) 12 ( YP ) <br /> T <br /> :. <br /> Sta 1 74+93± Gate to remain . CDk00 <br /> Relocate existing driveway, �4-1 <br /> o <br /> fence and gate. See C- Cnnlw . S�� o <br /> Crash cushion, d <br /> Sheet 7 for details. san '� 2 o 0 <br /> filled (Typ.) See U� m ArCT t46 <br /> sheet 7 for details. <br /> M. <br /> 5X <br /> No. 21258 <br /> * <br /> Exp. 9-30-97 <br /> s9TF CIVIC \ 00 <br /> 5�\ • �o (3 Q <br /> CAO . 0 <br /> 3Cs i10 <br /> 0 <br /> Const. <br /> 2' 4' 212 <br /> Conform <br /> Var. <br /> v <br /> e <br /> r <br /> V $ <br /> 0 Shoulder Backing L-- ----- 25 <br /> Top 0. 10' , Local Borrow <br /> S<o may be used below. 0.25 A.C. Overlay 2 <br /> 0 1 <br /> U b <br /> SHOULDER DETAIL A—A 22° <br /> 0 <br /> Acceleration Lane <br /> Sta 198+08 (French Camp Rd.) _ (No Scale) o' rF � <br /> Sta 0+00 (South 99 Frontage Rd . West) F o 1 A- 0 <br /> Iz- <br /> �? 0 J \ k °° Const. v <br /> k65 0 Existing M. B.G. R. _._ M`' ,' a P�,.� q� � a, "� Pave over `` • `i' n <br /> to remain . ' } '; <a� 9"`, exist. concrete <br /> S o, �, _ \ \ gutter to exist. <br /> 20' A.C. 2� p concrete curb. Ok2`� <br /> Trans. �0 0 ;rte `4 E.P. fes' / 116 SSG r�°rte <br /> k <br /> E.P. o <br /> 0 E. P. A o <br /> S� , '" F 3 cn w \ wr ": r'� a. E. P. <br /> ccleJi N N _ <br /> N c 196 197 '00 98 199 200 201 N o-) 202 on 203 , � <br /> N _` \ 204 N 205 . .. . N , i 20 ' 3, 207 208 <br /> d c G G— c c c c y_. J <br /> T-__-___-_T__-_-_ T .._._-_ _-.._T :- tom" -.- _ �._.._.._ , __.___ .-__._ -T- - _ .... t t x P-'. .._ _=g s O i1 <br /> E. P. ,. ; ,•�� ® ■20> 34 A. Trans. E. P. o ^ N 0 <br /> 26' 26' " Ln , + O � <br /> Conform 2' from rails, ± o `� `q O Ln L r° C Sto 207+37 <br /> ON <br /> Sta 197+56 (French Camp Road) ` , 52 ± o' o E + a) (French Camp Rd.) <br /> at concrete planking. o c O N o L <br /> Sta 0+00 (South 99 Frontage Road West) N N `�' o o = Sta 0+00 (South 99 <br /> �\ 0', 6 0 CN ° Frontage Rd. East) <br /> 4-1 ° Q �' X50' C0 w <br /> cn' w � m <br /> �- 0.30' A.C . 1 1Tra A.C. <br /> END OF PROJECT <br /> z <br /> X <br /> w <br /> 0 <br /> Z <br /> Uw <br /> J <br /> Z U- <br /> o DRAWN BY DATE SHEET TOTAL <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE AP ROVED DATE COUNTY O F SAN J OAQ U I N 0 50 100 PIAN FRENCH CAMP ROAD NO. SHEETS <br /> 51e4 � _ /g� 7l Cellar !� � ���1¢ scale in Feet RESURFACING AND SIGNALIZATION 4 8 co <br /> FILE NAME DRAWER SHEET NO. =CAD <br /> C:\UNION\4 <br />