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WESTMOOIR PLACE
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1 169' 1
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64'
PER CITY 'DWG. No. 3977
32 f 1 -32'
71
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12 201 20'1 12
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PROPOSED R/W
cm
CONSRUCHON NOT6
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00
13+10.14 MIRABELLE WAY=
110
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CONSTRUCT 8 DM STRENGTH VCP SEWER MAJN
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13
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04 It
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7
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12+66.20 CL PICARDY PLACE
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13Y OTHERS
69
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13Y OTHERS 59
60
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PROPOSED 24" STORM DRAIN -J
PER CITY DWG. NO. 3977
MIRABELLE
WAY
03
I
CD
L.0 No.36052
(ci
Exp. 6-30-20
c1V k -
OF C Al-\�
-BASIS OF BE—A-RINCS.-
BEARINGS ARE BASED ON THE CENTERLINE OF WALNUT AVENUE
BEING NORTH 8958'16" WEST AS SHOWN ON TRACT 16572, RECORDED IN
, PAGE 38-44, RECORDS OF SAN BERNARDINO COUNTY
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOUW CONMUCUON OF REQUIRfD
1MPROV&vfNB NOT COAVENCE WITHIN
PREPARED FOR:
ORIGINAL BENCHMARK
CITY OF FONTANA 13M�361
R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER
Prepared By:
ALLARD ENGINEERING
S
CITY
OF FONTANA CALIFORNIA
SEWER
IMPROVEMENT PLAN
TWO YEARS OF THE DATE OF AMOVAL
MA AND CARRIED I OR711 IN A
YH WALNUT LLC
OF BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION: 1365.-Ol, SINCE DESTROYED
Civil Engineering - Land Survffying
8253 Sierra Avenue
- Land -Planning
DRAWN BY.
TRA9 NO, 16723
SCALE:
AS NOTED
DIAL TWO WORKING
DIUGEW MANNR THE CW ENGINEER MAY
10370 TRADEMARK STREET
Fontana, California 923M
No. 43976 m
Exp. 6/30/07
DESIGNED BY:
DATE:
BEFORE
YOU DIG YOU DIG
REQUIRE REM10146 TO THE PLW TO
RANCHO CUCAMONGA, CA. 91730
TEL (909) 291-7600
SITE BENCHMARK
SW CORNER, SEC. 31, TAN., R 5W., S.BM —2- I.P.
9) 356-1815 Fax
(909) 356-1795
4q
ML
aLE WAY
OCTOBER, 2005
BRING THEM INTO CONFORMANCE WITH
FAX
WITH BRASS CAP, C.S.M. AT THE INTERSE6TiON OF
CHECKED BY.
APP
D
DRAWING NO.:
5
�L
CONDMONS AND STANDARDS IN WECT
(909) 291-7630
BASELINE AVENUE AND CITRUS AVENUE
David S. HanImer, R.C.E. 43976
6/30/2007)
Date
UP CAQ
MI A4.
DATE:
07K
y
CTIT—YENGINEE
R.C.E. 511 52
MAT101t 1395.16
(expires
.
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vaename: m:\awg\jov,3i\mnoi uesign\3tVVtK\1D/Z,7 3VVKUD.GWg