HomeMy WebLinkAbout3507-491+00 92f 00 9J+00 94+00 95+00 96+00PLAN 1'= 40, 7+00 98+0099+00 - -101+00--- ---- - -
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SCALE IN FEET CITRUS AVENUE
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�CT..-_ . ...:... � PER SOILS REPORT RECOMMENDATION.
� cv �,., � 2 CONSTRUCT 8" CURB &GUTTER PER CITY STD. DETAIL 1003.
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G TO GRADE 2 TO GRADE C & G o�cQ �' 'oma 1 `° °0 o o' �' 50 SAWCUT AND REMOVE EXISTING AC PAVEMENT
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m o ROTECT EXIST PILASTERS m o o o N (WIDTH PER PLAN)
7 Q o ,, & W,1. FENCE -
0 3 �o� d ,,
J rn m z o m� z 7 v °J1 \ O 8� REMOVE POLES IN CONJUNCTION WITH UNDERGROUNDING OF
/ EXISTING UTILITIES.
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40' 49' ( 13 COLD PLANE EXISTING A.C. PAVEMENT & 1 1/2" MIN AC OVERLAY.
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CONSTRUCT DRIVEWAY PER CITY STD. PLAN NO. 1023: W=20'
40 15 CONSTRUCT MEDIAN TAPER PER APWA STD, PLAN 140-2
APN 226-192-D 1 APN 226-192-15 APN 226-192-18 I L=120', W=12' PER DETAIL SHT. 5
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DIAL TWO WORKING
BEF❑RE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
qTY
DATE
0
t D4 4,(rNU
10/11/lD4
�
RECORD DRAM//NG
3/21105
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
BENCH MARK:
# 1428.609
BASIS OF BEARINGS:
OF ----- -
Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
PREPARED IN THE OFFICE INC.STREET IMPROVEMENT PLAN
MADOLE AND ASSOCIATES, IN
DRAWN BY: SUMMIT A VENUE SCALE
10601 CHURCH STREET, STE. 107
RANCHO CUCAMONGA, CA 91730 JV AS SHOWN
PHONE (909) 948-1311 DESIGNED BY- FR(W 950' W ST OF CITRUS AVE. DATE:
MNS TO /T SAVE. SEPT 2003
Date : (Z•�Z•Jj CHECKED BY- APPR BY- DRAWING
RCE 62183 EXP. 9-30-05071;15
C ENGINEER R.C.E. 51152 r)
J:\826-1167\streets\ST04.dwa. 12/12/2003 11:35:37 AM. JV
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