Loading...
HomeMy WebLinkAbout2097-m-1CD uj 1-� cr C.) cc ly- CD w LO SLOVER AVE SLOVER AVENUE 38' 14' 13' 1 V 14' m 0 i ............. ........... ............... LL....... .... . ....................................... 0 250' .............. ............. .......... .......... . ...... .................. ui ............. ............ UJ ............................. .......... . ......... 350' in ................... ..... I-, ..... ......... ........................... ............. ........... ....................... 65+00 66+00 ................ ........ ............ ........ . .. . ...... . ....... ....... .. 20' Typ- 0 0 0 .................... ....... ........... .......... . ....... 10 ............ V�7 SLOVER AVENUE 64+78.09 E.C.R. 234' : a 0 SLOVER AVEN U -F- LLJ f) Ld fy n Q-1 n cn +�5 +0 SIERRA AVENLF C--LLJ co m CO -- ---- ------------------------------------------- 150' 2 iNTERVALS PROPOSED EDGE OF PAVEMENT 7 771 /77 ... ............. 74+00 754-00 73+00 67+00 .......... .00 ..... .............. . ........ ................. �> 70+00 71+00 72+00 ................................ .............. ...... ....................... ............. .. . .......... .............. ........ .. . ...... ... . . . .......... .. . ...... ................. ............ ................ ........................ ................... .......... ............. .............. ..................... ........ .............. .......... �: * .............. . . ..... - -------- ....... ....... ........... ...................... ....... .......... ............. 69+00 .. ......... ............................ :..:.: ............... .... ...... ................ ... .......... ........ ....................................................... ....... ........ .. ........... ........... .. ........... ....... . . ............. .......... ...... -------- ......... 60 c� / ZZ 253 �f- 0 0 ................ ............... ... ........ . ... --, 0 0 0 ................. --- ................................. 0 a 0 0 0 0 ....... ........... ...... ..... . ....... ............. 0 0�- �— . ........ ............ ......... ................. ......... 0 0 —0 0 0 0 ................... o0 111.1 ..................................... ........... ........... I. -I 0 0 0 0 ............. .......... .... ........ 0 .............. ..... . ..... ............ Lo0 0 0 0 ...................... --- --- --- --- 0 0 .............. ...... ....... ......... 15 A.C. BERM BARRIER .............. . ....... 0 42 0 0 .... ............. . ....... ................. ...... . .... ............ ..... . ........................ ...... .......... ..................... ...................... 50 15 50 290 400 owl Lo ------------------------------------- ------ + co to I (2)---R-26(S) '"NO STOPPING ANYTIME" SIGN, SPACING AS SHOWN. k��DIRECTI N ARROW PAVE ENT MARKING. I Z V) (3)—RELOCATE EXISTING R-2 (D—R-7 AND "K MARKER",, "KEEP RIGHT" (D—W-1 1 <> (�)--R-18 "RIGHT LANE MUST TURN RIGHT &—W-81 @—W-74(36-) "THRU TRAFFIC MERGE LEFT" @—W-75 "LANE ENDS MERGE LEFT- . 6-5�—TYPE F-1 DELINEATOR MARKERS , DIST. AS NOTED @-4" DASHED WHITE STRIPE. PER DETAIL 9 CALTRANS STD DWG A20—A. (��-4" SOLID WHITE STRIPE. 0-8" SOLID WHITE STRIPE. DET 38 &—TYPE F-1 DEUNEATORS (WITHIN ROAD BED) MARKERS &—TYPE G-1 DELINEATORS (WITHIN ROAD BED) MARKERS (@—REMOVE BY SANDBLAST / STRIPING AND PAVEMENT MARKING @—W-59 MERGING LANE SIGN Z �— o LL— LLJ F- -J Z < F- 3:: Z 0 0 -j C) LLJ w m 0 Ld Ld V) cy) 0 00 LLJ 0 0 cr- m z 0 Lij z m EXIST. WHITE STRIPE LINE, Z z z 0 L-- EXIST. DOUBLE z YELLOW LINE I I W LLJ 0 M u) �4- Z 0) 0+ LLI L0 m r --