Loading...
HomeMy WebLinkAbout4807-21210 1205 >> ma J _J = V) E Q OJ O F LL. Q V t W �000^ Z (nz O Z O J + -{- N QQ® r �� o� ��, �W 1210 cn cn (o 0 N " 00 + LL N w z W w a Q V) H N " O " _ --- — S=2.087 --... - cn a < 0 + ro a; 6,1 cn _ S=0.5690 (n O co — S=1.74 _ V) Q O 0 d cv O -. S= +" �" 1205 _ -.._.. +� — S=1.897. � S=1. 687 EXIST FINISH SURFACE —_ S= .690 @ CENTER LINE 1200 Z 0 V 55.38 O.C. PROPOSED TOP OF z WESTERLY CURB 0 — (S-1. 57.)LL- _ — (5=0.7790) r 0 z z ''I'll'', ll - S= 2.037 0 z W W ui O m = o N m S=1.887 m00- v 5=1.657 r– (n -- V m c� — S=1. 2y Z � (o e0 lw N cn O � 0 ami 0000 0z 0 rn4 o0 V m ILO–L NNWm � �0- c +N +pN N + .� N +O N 0 Ln O"t O `� + o 0 N DOUBLE VERT. SCALE d r- p �+N PROFILE �N HORIZ. 1 "= 20' SCALE: VEST. 1"= 4' 1 2 3 4 5 � INTERSECTION 1+00.00 CALABASH AVE 48+57.66 FOOTHILL BLVD CONSTRUCTION NOTES: �1 CONSTRUCT 4" PCC SIDEWALK PER CITY STD 1006 REMOVED EXIST AC BERM & AC PAVEMENT 0 CONSTRUCT 4.5" MIN. AC PAVEMENT OVER 12" MIN. OF 957 COMPACTED NATIVE SUBGRADE. O INSTALL 4" WIDE WHITE LANE PER MUTCD 2003 CA. SUPP. FIG. 3B-06. O CONSTRUCT COMMERCIAL DRIVEWAY W=35' PER CITY STD 1002 O CONSTRUCT 8" CURB & GUTTER PER CITY STD 1000 O CONSTRUCT UNDER SIDEWALK DRAIN PER MODIFIED CITY STD 3001, SIZE 48"X4" O8 CONSTRUCT VARIABLE THICKNC..SS AC OVERLAY (2"MIN) — — — — O CONSTRUCT 8" AC BERM PER Cl-'(')' STANDARD NO. 1007 ., X CV - oz� �L� ���p N --_ SIGHT (306) ~ F 'y LINE GF 00 CJ d �(E) 8>'AC BERM° :A 04 0 10' 20' SCALE: 1 " - 20'-0" UIIY UI- r U IN I AINA, UALI 1- U K IN IA STREET IMPROVEMENT PLAN CALE: ,AS SHON, N DATE: 08/1 DRAWING I',!.. '/