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WESTGATE DRIVE
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ZL RECORD DOCUMENT
These Record Documents have been prepweO
based on information provided by othem Thd
Design Professional has not verified the aiv,�tjrIVY
und/or completeness of this information afid �,hall
no( bv responsible for any errors or om"I.I.'"00
h may be incorporated herciii a% a re%ull
DATE
PLANS PREPARED FOR
Underground Serme AW SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS CORMAN LEIGH COMMUNITIES
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A 42346 RIO NEDO
Ca- TOLL MEE
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE SUITE 1"
I-wo REVISIONS TO THE PLANS TO BRING THEM INTO TEMECULA, CA 92590
CONFORMANCE WITH CONDITIONS AND STANDARDS
IN EFFECT. (909) 296-5070
2.27-26W
LI TWO WORKING DAYS BEFORE YOU DIG
3TRU,CT 265.110,
-ZXTRA----S-TRE-NC
PROFILE
J
7 Cp 7'�
7 ----77
A
HORIZ. 1 =40
-Tr .......... . ..... .
77 -
VERT: 1 4
18 19
� A! RA3Z
[ , : 111 110 T E
NK
FTNEN wo 14.0 1 AO L 4 CO- 191;11
SEE SHT 6
FAIRHAVEN DRIVE
'91#1
fo I FIXT4 k, I Ln
i
RfflISIORS Eng neer City BENCHMARK
No. #,ppEgyal Qate,: Approval Date:
B.M. #361, SPIKE IN NORTH FACE OF P.F'-.
#1536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION: 1365.01
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft
CONSTRUCTION NOTES
(D-- CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
A
-- ----
19+01.00
4
NOTE
NO. 30)
17+81.00
CONSTRUCT 8"
VCP
71 --- - ------
. .........
INSTALL 8" PLUG
-T
7
INSTALL BACK
FLOW
CHECK VALVE
CONSTRUCT 8"
D.I.P.
SEWER MAIN
7-
. . . . . . - - - - - -
j -
+
-T-
.. ....... ....
N07B IN ORDER TO CONVERT THE ELEVATIONS
. ......
SHOWN ON THIS PLAN TO THE DATUM USED FOR
CITY DRAWING NUMBER 2926, SUBTRACT 0.28'.
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PROFILE
J
7 Cp 7'�
7 ----77
A
HORIZ. 1 =40
-Tr .......... . ..... .
77 -
VERT: 1 4
18 19
� A! RA3Z
[ , : 111 110 T E
NK
FTNEN wo 14.0 1 AO L 4 CO- 191;11
SEE SHT 6
FAIRHAVEN DRIVE
'91#1
fo I FIXT4 k, I Ln
i
RfflISIORS Eng neer City BENCHMARK
No. #,ppEgyal Qate,: Approval Date:
B.M. #361, SPIKE IN NORTH FACE OF P.F'-.
#1536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION: 1365.01
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft
CONSTRUCTION NOTES
(D-- CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
Prepared By:
ALLARD ENGINEERING_
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(9�9) 3511�1�815 Fax (909) 356-1795
David S. Ha=er, R.E.E. 43976 Date
(expires 6/30/2005)
LOT NO.
CONSTRUCT 4"
EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT PER CITY STD DWG NO 125
19+01.00
(SEE GENERAL
NOTE
NO. 30)
17+81.00
CONSTRUCT 8"
VCP
EXTRA STRENGTH SEWER MAIN
16+60.00
INSTALL 8" PLUG
16+70.00
7
INSTALL BACK
FLOW
CHECK VALVE
CONSTRUCT 8"
D.I.P.
SEWER MAIN
Prepared By:
ALLARD ENGINEERING_
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(9�9) 3511�1�815 Fax (909) 356-1795
David S. Ha=er, R.E.E. 43976 Date
(expires 6/30/2005)
LOT NO.
DESIGN STA. "AS -BUILT" STA.
1
19+01.00
2
18+34.00
3
17+81.00
4
17+07.00
5
16+60.00
6
16+70.00
7
17+24.00
8
18+09.00
Drawn By:
No, 43976 M DEA/JK
Exp. 6/30/05 Designed By:
DEA
7 41 CIVI
CALI� Checked By:
D H PC(
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
Scale:
TRACT NO. 15990 1 JI=40)$
Date:
February, 2002
Approved 07 Dwg. No. a
-Z/Z7'/
R-C�, F 1152 2W2
SEWER'L SWR 1 1
Filename. M:\DWG\ 1082 DO l\zt.VV r -M \,ivy M --j.owg