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CLWYE DATA
DELTA RADIUS LENGTH TANGENT
A 25022'04" 187.00' 82.79 42.09'
8" 1 POELINE
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1 1
11 1 12 1 13
ROW
7 (TYP.) b
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HEDGE
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ROW COURT
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6+00 7+00 8+00
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33
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19
18
17
HUNTSMEN PLACE
SE sar no. 3
CONSTRUCTION
NOTES:
PROPOSED STATION
AS BUILT STATION
CONSTRUCT
8"
I.D. STEEL PIPE CML & C PER
12
CITY OF FONTANA STD. SPECIFICATIONS.
(a—CONSTRUCT
13
8"
GATE VALVE PER STD. DWG. # W109.
(2>—CONSTRUICT
5+04
8"
TEE.
G 4CONSTRUCT
8"
X 48' ELBOW.
5�-•—
CONSTRUCT
THRUST
BLOCK PER STD. DWG. # Nt106, W107.
6&—CONSTRUCT
2+82
1"
A/V RELEASE VALVE PER STD. DWG. # W117.
(D—CONSTRUCT
1"
SERVICE LINE PER STD. DWG. # W126.
(D—CONSTRUCT
41
6"
FIRE HYDRANT ASSEMBLY PER STD. DWG. # W112.
(D—CONSTRUCT
8"
FLANGE AND BLIND FLANGE.
@—REMOVE
BLIND
FLANGE, THRUST BLOCK, AND JOAN.
G—CONSTRUCT
8"
X 11-1/4' ELBOW.
@—CONSTRUCT
8"
ELBOW, ANGLES AS SPECIFIED.
`:1 --PROVIDE
2"
TOP OUTLET FOR TESTING, FLUSHING, AND DISINFECTION
PIPELINE.
GRAPHIC SCALE
w s 40 n M
IN
I tnch = 40 it
]me Consulting Group-_
6 Morgan, Suit* 100
RECOMMENDED FOR APPROVAL -WATER ONLY #-v#w, Cafffornio 92618
KRIEGER do STEWART, INC.
(714)587-3012 FAX (714)472-3176
PREPAR UN ER SUPERVISION OF;
7 fi' 12ECoQD Dt�AW I M� �� T12- 1415-11 5 2 o I �
ENGRYS
R.C.E. DATE: REVISIONS PROV • DATE C"yRAPPIR DATE A.PETERSEN
. .35275
WATMUTSUL =ATKM
LOT
PROPOSED STATION
AS BUILT STATION
11
2+60
12
3+03
13
3+77
14
5+04
35
4+49
36
4+18
37
3+53
38
2+82
39
2+14
40
1+22
41
0+92
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN13Y WATER IMPROVEMENT PLANS SCALE:
DESIGNED BY HEDGE ROW COURT woRZ.: I" =4(Y
SCS PUN AND PROFlLE VERT.: 1* =89
CHECKED BY STA. 0+25.00 TO STA. 7+19.50 DATE:
SES TRACT N0. 14571 ec 1457-1 2/28/97
?-2d-47 JOB N0.PROD �/�y� DR. N0. SHT. NO.
\TE: CIN ENGINEER R.C.E. 1141 -IA 15OF 7