HomeMy WebLinkAbout2992-4MA
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PROFILE
HORIZ. 1 =40
i:SEWER 4 i, ''A
4- - -----
--- -----
.... ..... ..
_7 77 7777 77— 7
VERT: 49
--- -------
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SEE SHT 55
REVERE WAY
25- 50' SEE SHT 3
25'
36'
ARLINGTON COURT
— -50'
—18' 18' 25 25'_
36
14 18'_ _1 8'
TRACT BOUNDARY
20 T 3 7 4
(.0
I : (6 EX. EDGE OF PAVEMENT
15
5' PUE
TR 15990
3+ 5
3-
19 ?*46 07-W_
4
6— 5
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16 N8 47'1 4"W
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18
TR 15990
TRACT BOUNDARY TR 1515.990-1TR 15990-1
MH No. 3 18
10+00.00 WESTGATE DRIVE= 3
15+71.79 ARLINGTON STREET
25'
Nyl *153 114 AA I I I M -DURM71:�
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D
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
PLANS PREPARED FOR
CORMAN LEIGH COMMUNITIES
Undergirwid &"Ice AW
T
A
255,00'
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
106.82'
ORE r
Cat TOLL FREE
B
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
42346 RIO NEDO
49.61'
24.88
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRESUITE
1"
ai
150.22'
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS
TEMECULA, CA 92590
V 227-26W
IN EFFECT.
(909) 296-5070
0
I TWO WORKING DAYS BEFORE YOU DIG
ARLINGTON STREET
SEE SHT 2
SEE DWG NO. 2927
SAN SEVAI ROAD
M
T PA
68'
34' 34'
44'
22' 22'
J 60" STORM DRAIN
PROPOSED SEWER
H
WATER
F-
0
45
q
4N,
00
4—
cm
w
O
C14 w z
F_
0
C14
C14 F—
r
01
w
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CO)
RECORD DOCUMENT
< Ai
22' -- 22 11, These Record Documents have been prepared
44' based on information provided by others, The
34' 34' Design Professional has not verified the accuracy
68' and/or completeness of this information and shall
not be responsible for any errors or omissions
SEE DWG NO. 2927 ich may be incorporated herein as a result
SAN SEVAINE ROAD G44101
DA'fE
4
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft
CONSTRUCTION NOTES
Q_ CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT
PER CITY STD DWG NO. 125 (SEE GENERAL NOTE NO. 30)
CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN
0
R
A
L
T
A
255,00'
24*00'09"
106.82'
54.21'
B
255.00'
11*08'47"
49.61'
24.88
245.00'
35'07'49"
150.22'
77.55'
SEWER LATERALS
TRACT 15990-1
LOT N0.
DESIGN STA, "AS—BUILT" STA.
15
11+90.00
16
12+36.00
1 17
13+ 12.00 3+12.00
1 18
13+43.00
REVISIONS Engineer City
No. Awroval Qat q: Approval Date:
BENCHMARK
B.M. #361, SPIKE IN NORTH FACE OF P.P.S
#1536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION: 1365.01
Prepared By:
ALLARD ENGINEERING rvFEss ItjN
Hj Fti
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue 1P
Na43976 171
Fontana, California 92335 M
(9 35 Fax (909) 356-1795 C4 top Exp, 6/30/05
David S. Hammer, R.C.E. 43978 Date C Jf
(expires 6/30/2005)
CITY OF FONTANA, CALIFORNIA
�t
71_1?,t--00Rj9 DPA Z4 W1,A16S Ir— 51 -�G e� 2;11-�*
SEWER IMPROVEMENT PLANS
Drawn By:
DEA JK
TRACT NO. 15990 AND
I---- TRACT No. 15990-1
WE',1STGAT"Ma/E
Scale:
119=40)
Designed By:
DEA
Date:
February, 2002
Checked By:
DH P-Cq
Approved:
CITY ENGINEER R.C.E. 51152
Dwg. No.
2992
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