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CONSTRUCT/ONNOTES
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Q1 CONSTRUCT 4 1/2" AC OVER 12" 95Z COMPACTED NAT/VE (12" MIN/MUM)
50 REMOVE alST/NG AC PAI ING.LEGEND
O
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70
6
OADJUST
CONSTRUCT .20'
AC OVERLA Y ON EX/STING STREET SURFACE. (A VSAAGE THICKNESS)
CONSTRUCT NEW AC PAVEMENT
o
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� I0255-011-10o°EX/
EXST/NG WATER VALVE TO GRADE PER CITY OF FONTANA STD PLAN NO 6000
EX/STING AC PAVEMENTO
T R/
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_U——----CONSTRUCT.20
13
0
AC OVERLAYWool
AVERAGE THICKNESSPROP
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CD
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, INPART,
ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE CITY WILL NOT BERESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH40'
O 40' 80'120HAVE
BEEN
INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.SCALE
/N FEET
BASIS OF BEARING
CENTERLINE OF SLOVER AVENUE BETWEEN SAN BERNARDINO CO.
SURV- GPS
A OR
SHOULD CONSTRUCTION OF THE REQUIRED
OFEsS/
O'
0 FONTANA CALIFORNIA
CITY FCONTROL
MONUMENT NOS 21158 & 21219 BE/NG THE INTERSECTION OF
CITRUS AVENUE & CYPRESS AVENUE RESPECTFULLY, BE/NG: N89'30'14"E.YEARS
IMPROVEMENTS NOT COMMENCE WITHIN TWO
���• Mp �
STREET IMPROVEMENT PLAN
Apvwwwm
OF THE DATE OF APPROVAL SHOWN HEREON
�v �o
DRAWN BY:
KNT/SN
SHOWN
OLEANDER AVENUE scDIAL
TWO WORKING
AND CARRIED FORTH IN A DILIGENT MANNER, THE
w
* No. 40964
DESIGNED BY:
PLAN & PROFILEAS
DATE:
.SEWHIVARK
BENCHMARK NO. 291 ELEV. 1047.36 R%R SP/KE /N PP #586962H N/E COR.
BEFORE DAYS BEFORE
YOU DIG
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
�. �
-9j, CIVIL "lu;
/O
KNT/SN
CHECKED BY:
107+ .0 STA 115+00.00 3/17/10
SANTA ANA & OLEANDER
TOLL FREE -800-227-2600
F Op CAL�FO
Date
PPR OV BY: 2 DRAWING NO.:
DATLO `40%-0404
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV.
REVISION DESCRIPTION
DATE ENGR. CITY DATE STANDARDS IN EFFECT.
FEUPE U. MOUNOS R.C.E. 40964
SN
CITY (NEER R.C.E. 51152 4835 g
SI\DESIGN SECTI❑N\CIP IMPROVEMENTS\OLEANDER - SANTA ANA TO SL❑VER\AS BUILTS\SHEET 4Ydwg Jan 18, 11 - 3127pm