HomeMy WebLinkAbout2988-210 V11
CONSTRUCT 9 L.F. OF 8" VCP
EXTRA STRENGTH SEWER
SAN SEVAINE ROAD
SEE DWG. NO. 2927
'a 4
L f
LU
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i j j I i
11
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w 15
= z 22' 22'
0 i to 34' 34'
0 `1-
68'
0
0 co
0 + SAN SEVAINE ROAD
�00
SEE DWG. NO. 2927
45
N89°52'53"W
11.00'
1If1100 CI �I Cf
1.
CL M.N. #1
10+50.00
10+39.00
BEGIN CONST.
SEE SHEET 4
CENTERSTONE WAY
54'
27' 27'
20' 20'
51 �
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I
i
Y I I �1`
Y.
L ------ r ._._ _
SEE SHEET 4
ROCKFORD COURT
50'
25' 25'
18' � 18' �
5'
f
48 .1 I
5' PUE 49 I I4 I I 5�
i
---------------------�, I \�--
s
4
SEWER LATERALS
m � �
— 14—
N87 3,00
304.00' 0 _ 324.00'
_N
5,_=PUE l g--�---7-1,� a 1--9
LOT NO.
Q
II
DESIGN STA. "AS–BUILT" STA.
(TYP.)
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2 Fif
Z
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18+90
2
11+33
C)
w
V)
w
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w
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12+82
10
16+62
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20+50
5
13+70
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o
2
21+21
s
4
SEWER LATERALS
m � �
— 14—
N87 3,00
304.00' 0 _ 324.00'
_N
5,_=PUE l g--�---7-1,� a 1--9
LOT NO.
DESIGN STA. "AS–BUILT" STA.
LOT NO.
DESIGN STA. "AS–BUILT" STA.
LOT NO.
DESIGN STA. "AS–BUILT" STA.
1
10+76
7
15+03
13
18+90
2
11+33
8
15+31
14
19+23
3
12+23
9
16+29
15
20+19
4
12+82
10
16+62
16
20+50
5
13+70
11
17+60
17
21+21
6
14+04
12
17+90
v
n
CITY OF FONTANA, CALIFORNIA
ALLARD ENGINEERING QROFEss/oH
$ (�
SEWER IMPROVEMENT PLANS
D
Drawn By:
TRACT NO. 15961
PLANS
PREPARED
FOR
JK/DEA/WF
O
,
1 = 40
inn 356-1815 Fax (909) 356-1795 ( Exp. 6/30/05
WESTGATE DRIVE
b
Designed By:
Date:
s
• –OZ.. -19TF CIVIL
JF
+00.00
May, 2002
o
Approved: f =,� e.
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
CENTERSTONE DEVELOPMENT
COMPANY
o
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
Attn:
HAL WOODS
ai
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
3500—B WEST
LAKE CENTER DRIVE
DIAL
TWO WORKING
REVISIONS TO THE PLANS TO BRING THEM INTO
SANTA ANA,
CALIFORNIA
92704
o
BEFORE
\"` DAYS BEFORE
CONFORMANCE WITH CONDITIONS AND STANDARDS
YOU DIG
Y❑U DIG
IN EFFECT.
(714)
437-0800
TOLL FREE
1-800-227-2600
A PUBLIC SERVICE
BY UNDERGROUND SERVICE ALERT
CL M.H. #3
14+95.00 MH WESTGATE DRIVE=
10+00.00 MH ROCKFORD COURT
SEE SHEET 5
CAMDEN COURT
50'
25' 25'
18' 18'
5
55 I I I I 60
5' PUE I I 5' PUE
6
I
N
w w w w
—19 - -
(TYP.)
10 5' PUE
309.00'
( IN FEET )
1 inch = 40 ft.
SEE SHEET 5
WINDERMERE WAY
53'
27' 26'
20' 20'
61 €
19
----------�
1!
– – – – -23-1 – I —7417 f7�18
�CCY �
LA
PO
12 13 14 15 5' PUE 16c
CL M.H. #4 �'qy
18+19.00 MH WESTGATE DRIVE= 2
10+00.00 MH CAMDEN COURT
WESTGATE DRIVE RECORD DOCUMENT
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 shall
not be responsible for any errors or omissions
Which may be incorporated herein as a result
DA E
REVISIONS Engineer City BENCHMARK
No. Approval Date: Approval Date:
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN
SEVAINE RD., IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE.
> k'EC o o W//Vg 4 t+ .L ,� ELEVATIONS 1428.6090
CONSTRUCTION NOTES
O— CONSTRUCT 4" VCP SEWER LATERAL & CLEANOUT PER CITY STD DWG NO 125
(SEE GENERIAL NOTE NO. 29)
2 CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
3 CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN
4 REMOVE EXISTING 8" PLUG, CONNECT TO EXISTING 8" VCP STUB
5 INSTALL BACKWATER CHECK VALVE
160 1
Prepared By:
CITY OF FONTANA, CALIFORNIA
ALLARD ENGINEERING QROFEss/oH
$ (�
SEWER IMPROVEMENT PLANS
Civil Engineering - Land Surveying - Land Planning
Drawn By:
TRACT NO. 15961
Scale:
8253 Sierra Avenue `n Z
m
Fontana, California 92335 ,,, No. 43976 m
JK/DEA/WF
,
1 = 40
inn 356-1815 Fax (909) 356-1795 ( Exp. 6/30/05
WESTGATE DRIVE
Designed By:
Date:
s
• –OZ.. -19TF CIVIL
JF
+00.00
May, 2002
Checked B .
�, DH
Approved: f =,� e.
Dwg. No.
2M
2
5
David S. Hammer, A.C.E. 43976 Date CF CALIF
(expires 6/30/2005)
CITY ENGINEER R.C.E. 51152
Filename: M:\DWG\17901 \SEWER\15961—SWR2.DW