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Remove and Dispose <br /> Existing Timber Barricade. J <br /> + 100' A.C. Trans. <br /> ro ■50, R W <br /> 100' A.C. Trans. r- <br /> b <br /> CONST.N ST. ° / <br /> ■50, b <br /> b Install Metal Beam Guard Rail. � <br /> R/W a- a See Sheet 5 for details. E P a (n <br /> E.P. °° <br /> T T T T T - - T T T T T <br /> y <br /> 2.5' C41 <br /> i 4 02 303 5 �� 30 �� O8 ° 309 <br /> _ g <br /> V 116 <br /> 296 29 i 298 299 300 N 301 N 304 30 6 307 <br /> �. <br /> 01 <br /> ..,. <br /> / E.P. ... A.C. Trans. E.P. �`, <br /> R W Extend Exist. Conc. Box Culvert 1212' 25 <br /> 3 See Minor Structure - General Plan f / <br /> Sheet 4 for details. ; a o + Remove and Dispose Const. Curve Data To R W <br /> ,,a Existing Fence to i,i 1 w R/W Existing Portion of _ ° <br /> ° remain in lace. Fence in R/W. R = 1 ,8100�� o+o <br /> o P Install Single Thrie Beam - � w °o 0 <br /> o + Barrier Rail (Bridge). 3 T = 490.52 X M <br /> Oto ! Ch = 895.99' <br /> See Sheet 5 for details. <br /> N (Typ•) 30' 30' LEGEND L = 922.81 ' w U) <br /> o, o t <br /> m V) Install Metal Beam Guard Rail Variable Depth Asphalt <br /> See Sheet 5 for details. Qp f I Concrete Overlay <br /> BEGINNING OF PROJECT 0.90' Asphalt Concrete END OF PROJECT <br /> r Limits of Asphalt <br /> Concrete Planing <br /> m0.00' Depth of Asphalt <br /> 0 Concrete Planing QFC y <br /> Z <br /> Existing Tree Cluster <br /> �'PYr <br /> to be removed No. 21258 <br /> * ET. 9-30-97 <br /> f <br /> Existing Tree 9�F CMI <br /> — T — Existing Telephone Cable CALIFS <br /> PLAN SCALE. 1 =50 <br /> 4040 <br /> ............. ................... ................... .................. :................... ................... ................... ................... ................. ............... ........... ............... ............... ............... ............... ............... ............... ............... ............... ............... ................... ............... ........... ............... ............ .. ............... ............... ............... ... <br /> i <br /> _ <br /> 38 ,\\ \ <br /> Approximate Finished Grade 0 38 <br /> .. .. <br /> 0 _ _ <br /> 1 <br /> to <br /> 41 <br /> 36 N \\ _ V) 36 <br /> .. .. ... ......... ......... .... .... ...... <br /> ......... .... ....... \`.`.. ...... ...... _r _ .... ... <br /> w _ a aO <br /> o <br /> t <br /> 34 0 -- - _ -- 34 <br /> .................. .................................. ....................... .............. ............... ............... ............... ............... ............... .... �.�r.RT..��.. ....... ........... ... ............... ............... ............... ..... ..... ............... .......... ... ........ ...... ............... ......... .. <br /> Existing: P <br /> t <br /> Is I Profile <br /> ofi <br /> i <br /> i <br /> 3232 <br /> _.........:...................:...................:.................. :. .................:...................:...................:_..........._....:...................:....._. .__..._:. ._..............:................... .. .. .. ......__:.... . .. ........:........;..... .....:._................:...................:................._:...................:...................:...................:...................: ..................:.......:._........:....... ...........:...................:...................:...................:....... <br /> _ I <br /> I <br /> 3030 <br /> ................... ................... ................... .... .. .... ..... . . .............. ...................:.............. .. S ..... ........ . .. .......... .... ............... ............... ............... ............... .......... .... ............ . .......... .............. .. ............ <br /> INTERSECTION <br /> PROFILE SCALE: HORIZ. — 1 " =50': QUANTITIES <br /> VERT. — 1 " =2' INCLUDED BELOW <br /> o a <br /> a TOTAL <br /> 9 19 23 <br /> 1 26 1 213 <br /> Yds. Emb. 1 3 16 4641 — 23 35 18 421 282 --- 18 ---- ----i---- — 1,167 <br /> 359 <br /> z STA. 296 297 298 299 300 301 302 303 304 305 306 307 308 309 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE PPROVED DATE LOWER SACRAMENTO ROAD AND SHEET TOTAL o j <br /> c COUNTY OF SAN JOAQUIN SCALE AS SHOWN PLAN & PROFILE LIBERTY ROAD INTERSECTION IMPROVEMENTS No. SHEETS6 <br /> LLI Carole Griffin 395 695 6 � <br /> 1�f3 //' <br /> 9 � 500' South to 600' North of Liberty Road 3 s <br /> FILE NAME DRAWER SHEET N0. ACAD <br /> \CAROL LOWERSAC\PLAN\PP <br /> I <br /> x <br />