HomeMy WebLinkAbout2444-5NATER LATERAL LOCATKM
TRACT NO.
LOT
PROPOSED STATION
AS BUILT STATION
14572-2
26
5+99
8"
TEE.
27
5+27
8"
14572-3
33
4+61
THRUST
BLOCK PER STD. DWG. # W106, W107.
34
3+64
1"
AIR/VALVE RELEASE VALVE PER STD. DWG. # W117.
35
3+25
1"
SERVICE LINE PER STD. DWG. # W126.
36
2+59
6"
FIRE HYDRANT ASSEMBLY PER STD. DWG- W112.
37
1+67
8"
FLANGE AND BLIND FLANGE.
38
1+06
AND JOIN.
a—
39
0+70
X 11-1/4• ELBOW.
CONSTRUCTION NOTES:
8+00 7+00
� 25
� *107R� ROW ---
4 C/
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�R gjP
n�ic�oiirT ■" i n cern o�oc r��M i. � ocs s WP 3
r�
2
ROAN
26
32
1
w
PO
vi
N
LO
LO
0
27 N'
!V
ril0r�t�lil
y�
33
m
NISH SURFACE
4+00
17
F•
3+00 2+00N-00
�
ROW
1
34
W�W
N
c�i <
z
ON <
cn O =
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3 8MAN A
QROFESSION
A�Ou
i RECOMMENDED FOR APPROVAL—WATER ONLY
� No.35275
_ KRIEGER do STEWART, INC.
* Exp.9/30/9
J+� CIVI'1. o���r ��K S -�!/• f7 1 '•�EC,o�R-� iN S' . !44'7Z-2 ��4512-
OF CA��F
R.C.E. 1-f-0APPROV
0 20 DATE: REVISIONS DATE
40'
35
U
w
9
SVW
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Yl1KON� g��
' 2' III 11
� 1 III I I it
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37
The Consulting Group
6 Morgan, Sulte 100
lrvin o, CoNforn le 92618
(714)587-3012 FAX (714)472-31715
PREPA UND THE SUPERVISION OF:
•
DATE TOMAS A. PETERSEN R.C.E. 35275
CtMVE DATA
DELTA RADIUS ENGTH TANGENT
26'42'28" 187.00' 87.17' 44.39'
2'40'00" 213.00' 9.91' 4.96'
• � i � I � I II ��
ST
TWATER STA
A. 54+75.29 BRIDLEPATH DRI
PO
E
�i � III II
I I I II
111 I I I
39 8
O
r -
GRAPHIC SCALE
( INF)
1 Ineh = 40 ft
1N
CITY OF FONTANA CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY WATER IMPROVEMENT PLANS SCALE:
DESIGNED
"o BY DRIVE HORZ,: ,•_,0"
SES PLAN AND PROFILE VERT.: 1':8'
CHECKED BY STA. 0+00.00 TO STA. 6+75.28 DATE: 2/26/97
TAP TRACT N0. 14572-2 & 14572-3
3-411 JOB N0. APPROVED 0r����- �sd� 3/0/h7 DR. N0. SHT. N0.
ATE: CITY ENGINEER R.C.E.-ax/'L6 1444+ 5OF 8
CITY OF FONTANA STD. SPECIFICATIONS.
Q --CONSTRUCT
8"
GATE VALVE PER STD. DWG. # W109.
CONSTRUCT
8"
TEE.
@—CONSTRUCT
8"
X 45' ELBOW.
(D—CONSTRUCT
THRUST
BLOCK PER STD. DWG. # W106, W107.
(D --CONSTRUCT
1"
AIR/VALVE RELEASE VALVE PER STD. DWG. # W117.
�7 ---
CONSTRUCT
1"
SERVICE LINE PER STD. DWG. # W126.
�8 ---
CONSTRUCT
6"
FIRE HYDRANT ASSEMBLY PER STD. DWG- W112.
(D --CONSTRUCT
8"
FLANGE AND BLIND FLANGE.
REMOVE PLUG
AND JOIN.
a—
CONSTRUCT
8"
X 11-1/4• ELBOW.
12
CONSTRUCT
8"
X 12" REDUCER.
1a---
PROVIDE 2"
TOP OUTLET FOR TESTING, FLUSHING, AND DISINFECTION PIPELINE.
2
ROAN
26
32
1
w
PO
vi
N
LO
LO
0
27 N'
!V
ril0r�t�lil
y�
33
m
NISH SURFACE
4+00
17
F•
3+00 2+00N-00
�
ROW
1
34
W�W
N
c�i <
z
ON <
cn O =
�x ��'
vi 00 M cn U
3 8MAN A
QROFESSION
A�Ou
i RECOMMENDED FOR APPROVAL—WATER ONLY
� No.35275
_ KRIEGER do STEWART, INC.
* Exp.9/30/9
J+� CIVI'1. o���r ��K S -�!/• f7 1 '•�EC,o�R-� iN S' . !44'7Z-2 ��4512-
OF CA��F
R.C.E. 1-f-0APPROV
0 20 DATE: REVISIONS DATE
40'
35
U
w
9
SVW
�1
Yl1KON� g��
' 2' III 11
� 1 III I I it
I I I I II
I�
y
N24600'00"E
I
37
The Consulting Group
6 Morgan, Sulte 100
lrvin o, CoNforn le 92618
(714)587-3012 FAX (714)472-31715
PREPA UND THE SUPERVISION OF:
•
DATE TOMAS A. PETERSEN R.C.E. 35275
CtMVE DATA
DELTA RADIUS ENGTH TANGENT
26'42'28" 187.00' 87.17' 44.39'
2'40'00" 213.00' 9.91' 4.96'
• � i � I � I II ��
ST
TWATER STA
A. 54+75.29 BRIDLEPATH DRI
PO
E
�i � III II
I I I II
111 I I I
39 8
O
r -
GRAPHIC SCALE
( INF)
1 Ineh = 40 ft
1N
CITY OF FONTANA CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY WATER IMPROVEMENT PLANS SCALE:
DESIGNED
"o BY DRIVE HORZ,: ,•_,0"
SES PLAN AND PROFILE VERT.: 1':8'
CHECKED BY STA. 0+00.00 TO STA. 6+75.28 DATE: 2/26/97
TAP TRACT N0. 14572-2 & 14572-3
3-411 JOB N0. APPROVED 0r����- �sd� 3/0/h7 DR. N0. SHT. N0.
ATE: CITY ENGINEER R.C.E.-ax/'L6 1444+ 5OF 8