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Home My WebLink About1138-3• . 38' c- W H C�3 � � H V X W x 6 W 6 coM 15'=10 r u - W W a 4 — R26 . STOP R1 o. W s N 1 vH Lu 6 izzoo. jXIST. E. P., RIVERSIDE AVENUE 250' PROPOSED COG EXIST. CIL — EXIST E.P. 7 MULBERRY M— 90' 0 — n _ L_ • 5 z Lp s W56 AVENUE W21 5 + T r-- � o -15Q" n - 1 v N• r 2 R26 R26 R18(RT), R26 ffTO (36"x36") 'R18 RT) 3001' R26 vA I'voONL ONLY 1 y 1 ' ' S 14' 12' 1 •11 14' I Lo o C) C) o o i 28' v W C3 O W a. V) 0 64 a Qc � a. a. 5 INCLUDE `HEWI'NG"BONEj v z -a �I CHERRY AVENUE r-1 EXIST. CIL 1 Y{ �-' o 90' 90' R26 PROPOSED -C@G IIIIIII�2 h R26 6 CONSTRUCTION NOTE 1 DOUBLE 4" YELLOW 2 4" WHITE STRIPE 3 WEL.ETED. j ® 12" SOLID WHITE CROSSWALK OR STOP BAR �5 8" SOLID WHITE © EXACT STRIPING CONFIGURATION TO BE DETERMINED BY COUNTY ENGINEER Q LOCATION AND QUANTITY OF NO PARKING SIGNS (R26) IS BASED ON 225' SPACING. SIGNS SHOULD BE POSTED ON STREET LIGHT STANDARDS WHERE POSSIBLE. 17 ® INCLUDE ALL PAVEMENT LEGENDS AND ARROWS BETWEEN EL CONTENTO AND RIVERSIDE AVE. om O9 CHERRY AVE. STRIPING SHALL BE INSTALLED AS SHOWN. EDGE AND MEDIAN CONFIGURATION PER STREET 10 IMPROVEMENT PLANS.REF: BOYLE ENGINEERING) ( E NG) v H- V X W CD V) 1-4X W M r-4 M EL ("O'ONTENT01