HomeMy WebLinkAbout2883-14Call: TOLL FRED
1-800
227.,2600
TWO WORKING DAYS BEFORE YOU DIG
MATO
H LI N
s
SEE
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SOURCE OF INFORMATION: Mauddo @ CCWD
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0
SUPPLIER: Fontana Water
1400
io
PHONE NUMBER: (909) 822-2201
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00
� 21tZ"
VALVE STATION/GPM: STATION: 16D
GPM:
09ROVED BY: ATE: °
0
�
0�
RWK
ITEM:
2883
Q
OF
Y
15GPM
0.59
BACKFLOW DEVICE: 2"
0
0
j,
OF
1
FLOW SENSOR: 1 @
15GPM
4.40
0
01
0.35
GATE 2 1/2"'2 @
15GPM
0
MAINLINE (SCH. 40): 2" 523 L. F.
15GPM
1.05
_
2 1062 L.F.
15GPM
0.84
AUTOMATIC VALVE SIZE: 112" @ 1 1/4" @
�►
0.48
LATERAL LINE 314" 120L. F.
01
3.42
SIZE 1" - 21 L.F.
106PM
0.27
C>
15GPM
►
IRRIGATION HEAD PRESSURE:
0
O
Ln
SYSTEM LOSSES SUBTOTAL:
1.0,
49.85
I
0
cc
4.99
ELEVATION LOSSES/GAINS (ELEV. x.433)
i!(
1
Y
AVAILABLE PRESSURE (LOW):
•
00
00
AVAILABLE PRESSURE FROM BOOSTER PUMP:
52.04
01
STATIC:
10 0
% 10011 3141' I i
$ I! D
,. 3/4" , 1 1
01
11411 os 1/4� P
Y
go
341 341
H
,14 � 11D I � 11� 1411
If
1�2;0 4"
20 2
14 20D
--
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H
13 1 � 0 1114"
_1 1D �` �" 1 114"
% 1112"� f 0
out
14 19D fit 0 01
11411 0 1 0
fo
10' 000
,
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04
01 04
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it � I Y � 00
01
ks' I 10
3/4" *r I 3/4
10
wo a wa r
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3+4' i
MATCHLINE - SEE "BB",
M
CC
EXISTING IRRIGATION SYSTEM MODIFICATIQNa:
4
7. CONTRACTOR 70 UNCOVER EXISTING MAINLINE ON WALNUT AVENUE
AND SAN SEVAINE AVENUE WITHOUT DAMAGING EXISTING CONTROL
WIRES.
2. CONTRACTOR TO REMOVE EXISTING CONTROL WIRES AND PLACE ON
SIDE OF OPEN TRENCH.
3. INSTALL AN ADDITIONAL 18 WIRES FROM CONTROLLER LOCATION TO
THE END OF SAN SEVAINE AVENUE AND TERMINATE ANY SPARE WIRES
INTO A VALVE BOX. THE ADDITIONAL WIRES WILL BE CONNECTED TO THE
NEW PROPOSED VALVES AS SHOWN ON THE PLANS.
4. CONTRACTOR TO DIVIDE EACH SYSTEM IN HALF AS SHOWN AND CUT IN
NEW REMOTE CONTROL VALVES, (VALVES 16D THRU. 27D).
5. CONTRACTOR TO RE -INSTALL WIRES IN TRENCH ALONG MAINLINE AND
CONNECT TO NEW VALVES AS NECESSARY.
6. CONTRACTOR TO BACKFILL TRENCH AT RANDOM LOCATIONS AND TEST
EACH SYSTEM FOR OPERATION AND COVERAGE PRIOR TO BACKFILLING
TRENCH COMPLETLY.
7. ALL ABOVE WORK WILL BE INSPECTED AND APPROVED BY CITY INSPECTORS
BILL BUSTER OR TIM RASTEDT. CALL 24 HRS. PRIOR TO INSPECTIONS AT, (909)
356-7610.
PRESSURE LOSS CALCULATION
(REVISED 9/25/00) (REVISED 2119!02)
PROJECT: I ndepencence @ Morningside
BY: JRB
DRAWN BY:
JAK /JAF
STATIC PRESSURE HIGH: 66
LOW: 40
SOURCE OF INFORMATION: Mauddo @ CCWD
SUPPLIER: Fontana Water
DESMED BY:
PHONE NUMBER: (909) 822-2201
JAK
VALVE STATION/GPM: STATION: 16D
GPM:
09ROVED BY: ATE: °
DING. NO.:
15
RWK
ITEM:
2883
-S-L L_0S:.
WATER METER SIZE: 2"@
15GPM
0.59
BACKFLOW DEVICE: 2"
15GPM
11.00
FLOW SENSOR: 1 @
15GPM
4.40
MASTER 2 Q
15GPM
0.35
GATE 2 1/2"'2 @
15GPM
1.50
MAINLINE (SCH. 40): 2" 523 L. F.
15GPM
1.05
_
2 1062 L.F.
15GPM
0.84
AUTOMATIC VALVE SIZE: 112" @ 1 1/4" @
15GPM
0.48
LATERAL LINE 314" 120L. F.
3
3.42
SIZE 1" - 21 L.F.
106PM
0.27
1 1/4" 51_.F. @
15GPM
0.04
IRRIGATION HEAD PRESSURE:
30.00
SYSTEM LOSSES SUBTOTAL:
49.85
FITTING LOSSES (10% OF SUBTOTAL}:
4.99
ELEVATION LOSSES/GAINS (ELEV. x.433)
0.00
TOTAL SYSTEM LOSSES:
54.84
AVAILABLE PRESSURE (LOW):
40.00
AVAILABLE PRESSURE FROM BOOSTER PUMP:
52.04
TOTAL PRESSURE AVAILABLE FROM BOOSTER &
STATIC:
92.00
(-) DEFICIT OR (+) RESIDUAL PRESSURE:
(+37.16)
SHEET KEY
WWI NHT avFNtjr 0 %__
z
W
C0
a 1
FAVAI
CrrY OF FONTANA, CALIFORNIA
ur �®
DRAWN BY:
JAK /JAF
INDEPENDENCE @ J ORNIN IDE.
SCALL:
1}, = 201-0„
P -A T, #157
DESMED BY:
DATe
JAK
11/17197
CHECKED BY:
09ROVED BY: ATE: °
DING. NO.:
RWK
2883
C ENGINEER R.C.E. 2 P. DATE X1.4
07/t'Z 117®jov
PLAN CROSS REFERENCES ows, 2183
FOR NOTES AND LEGENDS, SEE SHEET I-1
FOR DETAILS, SEE SHEET I-6
FOR SPECIFICATIONS, SEE BOOK
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-5
FOR CORRESPONDING PLANTING PLAN SEE SHEET P-5
L A N 0 S 0 A P E
ARSHI 1 E C TURF
SITE PLANNING
10630 Tom COMW Mt_ Sx tW IM
Rancho Cucammam, CA SWUM
19091 484-2800
Fax (909) 484-2802
Richard Krumuflads
GA Lie, #2834 Mft.&MM M idr#M46
v0 S C A P,,,
s
�.. -4
�Iv Iv ��'
!~ C pit
� 6/12/98 ON-SITE CITY
3\ JAK CORRECTIONS
9/27/00
4 JAF
ON-SITE CITY
C RREI IO S
$128A72
JAI=
ON-SITE CITY
CORRECTIONS ADD
ED BOOSTER PUMP
sJAF/JAK
11/26/97 3/26/02
9/27100
I-5
OF SHTS.