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s i , Q Q Or i Q 00
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o i-- o� �'m 71 �� �0° 25' 25 CITY DWG NO. 3060 FOR DETAILS 25' 25' `z �m251I j
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EXIST. MH 1 i I G-� - — - — — — N --- ----- —— __W_ N Q 4
10+00.00 BEARTREE STREET=- - L7 _�_ _J9
24+79.17 SAN SEVAINE ROAD - - - - - - - - `n - 2� - - - - �� - 20
N 290.00 N$9'51 02 W 292.05 o T N89• 1'02"W
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8" VCP SEWER STUB i ;=' ` t (TYP)6 II 0
PER CITY DWG. NO. 2927:; ;
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QRECORD DOCUMENTT
These Record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shill
not be responsible for any errors or omissions
which may be incorporated herein as a result
DATE
Underground SeNce Alert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
Cat. TOLL FREE APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
yr CONFORMANCE WITH CONDITIONS AND STANDARDS
227-26M IN EFFECT.
Two WORKING DAYS BEFORE YOU DIG
11
12 13 14
15 16 17 18 19
20 21
"AS -BUILT" STA.
LOT NO.
DESIGN STA.
"AS -BUILT" STA.
REGAL PARK DRIVE
_.__.__
7
NOTE. CONTRACTOR SHALL VERIFY LOCATION
— — — — — — — —
SEE SHT
1
— — — — — — — — — — — — — — — — — --------
w a
AND SIZE OF THE SAN SEVAINE ROAD
--------
--------------------
111-38
_ _ 7 X
--
SEWER PRIOR TO CONSTRCTION
o
w
�
54'
W
20 t35
{TYP 3
Cr)
2
W
0 °-
� N
0 °- 00 ROYAL CREST PLACE
�
�
GABELS CREST PLACE a- LUCERO DRIVE
6' 20' 20' 6'
O 7P l 4
Z>
�
Z> SEE SHT 3
SEE SHT 4 Z> N SEE SHT 5
i I
:2
X002
X00o
21+21
21 21
I # ' " �z Z °-o z a� 50' SEE STORM DRAIN PLAN PER 50' O I 5;
s i , Q Q Or i Q 00
Z o-� 50
o i-- o� �'m 71 �� �0° 25' 25 CITY DWG NO. 3060 FOR DETAILS 25' 25' `z �m251I j
� � � � 00 0 0 00 M 6' 1 $' 1 $' 6' o , : � Q � 00 25
f
s I �� cfl� 6 18 18 6 18 18 6
. a m u7 0 -t o 0 o � 72 73 74 75 N `° 51 50 6' 35 34 I 21
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h
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_
5 -- 1
14
--
_.._.r..
a w w- w t - v� wyr 01 W
EXIST. MH 1 i I G-� - — - — — — N --- ----- —— __W_ N Q 4
10+00.00 BEARTREE STREET=- - L7 _�_ _J9
24+79.17 SAN SEVAINE ROAD - - - - - - - - `n - 2� - - - - �� - 20
N 290.00 N$9'51 02 W 292.05 o T N89• 1'02"W
•
// 0.06 ro N8 3 05 6 N8$'20 57 298.00 N89 50 58 0 4
N N
t}
39.00 % t =, �
N8 9 51 02 W �� - —
Io.
_ r ;i
8" VCP SEWER STUB i ;=' ` t (TYP)6 II 0
PER CITY DWG. NO. 2927:; ;
I U�
5 ,3
{ U w
:Iof
3
2ui
22 22' J Q_j
34' 34' WWOrr
6$' -O O
O
SAN SEVAINE ROAD Z + +
0
d5
QRECORD DOCUMENTT
These Record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shill
not be responsible for any errors or omissions
which may be incorporated herein as a result
DATE
Underground SeNce Alert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
Cat. TOLL FREE APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
yr CONFORMANCE WITH CONDITIONS AND STANDARDS
227-26M IN EFFECT.
Two WORKING DAYS BEFORE YOU DIG
PLANS PREPARED FOR
THE STRATHAM GROUP
2201 DUPONT DRIVE
SUITE 300
IRVINE, CALIFORNIA 92612
(949)833-1554 FAX (949) 833-7853
1
CONSTRUCTION NOTES
0— REMOVE 8" PLUG -
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
CONSTRUCT 4" VCP SEWER LATERAL & CLEANOUT PER CITY STD DWG NO 125
(SEE GENERAL NOTE NO. 30)
Q4 —CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN
INSTALL BACK FLOW CHECK VALVE
REVIO.ONS Engineer City
o. A =al Date: A royal Date:
A5 13UL -SFW,-ie L/_ITE�P L I�.rS� I-���n
WON
LOT NO.
DESIGN STA.
"AS -BUILT" STA.
LOT NO.
DESIGN STA.
"AS -BUILT" STA.
LOT NO.
DESIGN STA.
"AS -BUILT" STA.
_ _ __.. _
_.__.__
7
— — — — —
— — — — — — — —
— — — — — —
(TY 3
(
— — — — — — —
— — — — — — — — — — — — — — — — — --------
w a
-------
--11
--------
--------------------
111-38
_ _ 7 X
--
15+59
5 PUE
16
20+33
20 t35
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12+00
�—
5' PUE
W
16+48
16,11-49
(TYP 3
- --
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4
12+79
/2 f- 76
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/ 9
18
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6
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5
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7
8 �W
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2
PLANS PREPARED FOR
THE STRATHAM GROUP
2201 DUPONT DRIVE
SUITE 300
IRVINE, CALIFORNIA 92612
(949)833-1554 FAX (949) 833-7853
1
CONSTRUCTION NOTES
0— REMOVE 8" PLUG -
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
CONSTRUCT 4" VCP SEWER LATERAL & CLEANOUT PER CITY STD DWG NO 125
(SEE GENERAL NOTE NO. 30)
Q4 —CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN
INSTALL BACK FLOW CHECK VALVE
REVIO.ONS Engineer City
o. A =al Date: A royal Date:
A5 13UL -SFW,-ie L/_ITE�P L I�.rS� I-���n
WON
LOT NO.
DESIGN STA.
"AS -BUILT" STA.
LOT NO.
DESIGN STA.
"AS -BUILT" STA.
LOT NO.
DESIGN STA.
"AS -BUILT" STA.
1
10+82
O 62
8
15+29
/ 29
15
19+37
191-37
2
11+33
111-38
9
15+59
15,461
16
20+33
20 t35
3
12+00
f2f 00
10
16+48
16,11-49
17
20+63
O 7P l 4
4
12+79
/2 f- 76
11
16+93
/ 9
18
21+21
21 21
5
13+09
1.3 09
12
17+81
71 /
19
21+27
21 fZ-
6
14+03
/9 t 03
13
18+11
t /0
72
12+37
1274-37
7
14+33
1 14131
14
19+07
1917,07
73
13+19
/-3//&
74
1 13+69
1.3166
BENCHMARK
B.M. #361, SPIKE IN NORTH FACE OF P.P.
#1536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION: 1365.01
4
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft~
M
Prepared By: CITY OF FONTANA, CALIFORNIA
ALLARD ENGINEERING � 9�S S"q� q<F
SEWER IMPROVEMENT PLANS
Civil Engineering -Land Surveying -Land Planning
C11Drawn By: Scale:
B253 Sierra Avenue z
Fontana, California. 92335 Lu No. 43976 JK/WF TRACT NO. 16009 1 "=40"
(9 9 356-1 15 Fax (909) 356-1795 Exp. 6/30/05 * Designed By: B__ RTRE 4� EET Date:
. 3 - 7- 4L ��y C tiP JF MARCH, 2002
T I VIL
David S. Hammer, H.C,E. 43976 Date FOF CALIF Checked B ` ` Dwg. No. 2
(expires 6/30/2005) Approved`
DH k CITY ENGINEER R.C.E. 51152 4q., 0 5
Filename: M:\DWG\12903\16009\SEWER\16009-SWR-2.dwg