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TRACT #15709-03
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WALIN � �
AVENUE
TRACT #15709-03
STATIC PRESSURE HIGH: 74 psi
1 <
DESIGNED BY.,
SOURCE OF INFORMATION: MAURICIO - (818) 448-6183 EXT. 235
DATE:
SUPPLIER: FONTANA WATER DISTRICT
35 9C
11/17/97
PHONE NUMBER: (909) 822-2201
PRO_ VED Sr
—
314" 314„ 111
314" 1 114" r
1114" 1"
LLQ
314`
ITEM:
CONTRACTOR TO INSTALL (1 ) EX'T'RA CONTROL
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CITY ENGINEER R.C.E. %4f—XP. DATE 1 'i
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39 %C
31 GPM
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31 CPM
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PILOT WIRE AT THIS LOCATION,
31 CPM
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GATE VALVE(S): 1 2 0
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8,92
AUTOMATIC VALVE SIZE: 1 1/2"@
31 GPM
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CPM
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314" 115 L.F. @
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2.77
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TYPICAL P.O.C.'C' NOTE:
MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF NEW 11/211
DOMESTIC WATER METER TO BE PROVIDED BY OWNER. REFER TO UTILITY
PLANS FOR ADDITIONAL INFORMATION. EXTEND NEW TYPE "K" COPPER
PIPE (OR AS PER LOCAL CODE) AND INSTALL A BOOSTER PUMP, 2" REDUCED
PRESSURE TYPE BACKFLOW PREVENTER, A 2" GLOBEIMASTER VALVE, A 1 1/4"
FLOW METER, AND (2) LINE -SIZE GATE VALVES, EXTEND NEW PRESSURE
MAINLINE TO VALVES AS SHOWN,
STATIC WATER PRESSURE: 40 PSI
SYSTEM DESIGN PRESSURE: 66 PSI
MAXIMUM IRRIGATION DEMAND: 44 GPM
PRESS. AVAIL. FROM BOOSTER PUMP: 62 PSI
TOTAL PRESSURE AVAILABLE: 92 PSI
P
P
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' 314" LIMIT OF WORK 3/4f1
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Underground Service Alert
Call: TOLL FREE
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TION 'D' � I
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LN1JT �-°,.�.�.-.. _...� .,.��-�-�, �� �� �� � TRACT #15739 � W
PRESSURE LOSS CALCULATION
96 ''c? q–
(REVISED /19/02 )
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PROJECT: TR. #15709, FONTANA, CA, - WALNUT AVE.
VVEST BY:
JAF
STATIC PRESSURE HIGH: 74 psi
LOW: 40 psi
DESIGNED BY.,
SOURCE OF INFORMATION: MAURICIO - (818) 448-6183 EXT. 235
DATE:
SUPPLIER: FONTANA WATER DISTRICT
LL
0
11/17/97
PHONE NUMBER: (909) 822-2201
PRO_ VED Sr
—
314" 314„ 111
314" 1 114" r
1114" 1"
UMIT OF V�iORK 3f4"
314`
ITEM:
P -SIJ., S_s
WATER METER SIZE: 1 1/2"
CITY ENGINEER R.C.E. %4f—XP. DATE 1 'i
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BACKFLOW DEVICE SIZE: 2"9
31 GPM
�
MASTER VALVE: 1 2$1 0
31 CPM
�
FLOW SENSOR 1 11/4
31 CPM
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GATE VALVE(S): 1 2 0
31 GPM
1.00
MAINLINE (S H. 40): L.F. @
GPM
0.00
% !�
All do
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8,92
AUTOMATIC VALVE SIZE: 1 1/2"@
31 GPM
1.20
LATERAL LINE SIZE 112" L.F. @
CPM
0.00
314" 115 L.F. @
7.2 GPM
2.77
1" L.F. @
GPM
0.00
1 1 /4"11 L.F. @
15.5 GPM
.10
1 1/211 3 L.F. @)
31 GPM
do ev
JOB
2" L.F. 9
GPM
0.04
21/2 L.F. 9
r
0.00
r
30.00
a
59.95
FITTING LOSSES (10% OF SUBTO'TAQ:
6.00
ELEVATION LOSSES/GAINS '(ELEV. x .433) :t:
0.00
TOTAL SYSTEM LOSSES:
"M NoE
65.95
AVAILABLE PRESSURE (LOW):
40,00
r
,'�
52.00
;e
!
(+) RESIDUAL PRESSURE:
i
26.05
r
r
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r
r
AUTOMATIC CONTROLLER "C" NOTE:
I %
EXISTING TORO NETWORK 8040 CONTROLLER TO REMAIN.
%
OWNER TO VERIFY AND PROVIDE 234 VOLT SINGLE PHASE
CONTINUOUS POWER CIRCUIT AT THIS LOCATION FOR BOOSTER
♦ `-tom
PUMP OPERATION. IRRIGATION CONTRACTOR TO PROVIDE AND
low "m r+44 a. �
COORDINATE CONTROLLER AND BOOSTER PUMP POWER
°---=--SEE DETAIL SHEET FOR
CONNECTION. CONTRACTOR SHALL PROVIDE ALL
BOOSTER PUMP SPECIR
NECESSARY EQUIPMENT TO MAKE THIS SYSTEM OPERA-
TIONAL,
BOOSTER PUMP POINT OF CONNECTION `C'
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TRACT #15739-03
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TRACT #15709-03
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P
P
M , TRACT #15709-03
L�
LL!
' 314" LIMIT OF WORK 3/4f1
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3f4" 1-10
14" � ties ria mr � � se ,! esr on ewe
2„ 3!4"
too amtrrr am 11111111101 d'
1 314�, , X314" 3f4" %
7 77777 77777 .777
r LIMIT OF WORK 314"
f �
Underground Service Alert
Call: TOLL FREE
LO
E
TION 'D' � I
LLI
LN1JT �-°,.�.�.-.. _...� .,.��-�-�, �� �� �� � TRACT #15739 � W
PRESSURE LOSS CALCULATION
96 ''c? q–
(REVISED /19/02 )
INDEPENDENCE R14IN IDE
if[ = 201-0 11
PROJECT: TR. #15709, FONTANA, CA, - WALNUT AVE.
VVEST BY:
JAF
STATIC PRESSURE HIGH: 74 psi
LOW: 40 psi
DESIGNED BY.,
SOURCE OF INFORMATION: MAURICIO - (818) 448-6183 EXT. 235
DATE:
SUPPLIER: FONTANA WATER DISTRICT
LL
0
11/17/97
PHONE NUMBER: (909) 822-2201
PRO_ VED Sr
—
DWG. No.:
VALVE STATI ONIG PM: STATION: 1C
31 GPM
DATE:
ITEM:
P -SIJ., S_s
WATER METER SIZE: 1 1/2"
CITY ENGINEER R.C.E. %4f—XP. DATE 1 'i
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BACKFLOW DEVICE SIZE: 2"9
31 GPM
11.00
MASTER VALVE: 1 2$1 0
31 CPM
1.04
FLOW SENSOR 1 11/4
31 CPM
1.70
GATE VALVE(S): 1 2 0
31 GPM
1.00
MAINLINE (S H. 40): L.F. @
GPM
0.00
MAINLINE (CL. 315). 2" 980 L.F.
31 CPM
8,92
AUTOMATIC VALVE SIZE: 1 1/2"@
31 GPM
1.20
LATERAL LINE SIZE 112" L.F. @
CPM
0.00
314" 115 L.F. @
7.2 GPM
2.77
1" L.F. @
GPM
0.00
1 1 /4"11 L.F. @
15.5 GPM
.10
1 1/211 3 L.F. @)
31 GPM
.06
2" L.F. 9
GPM
0.04
21/2 L.F. 9
CPM
0.00
IRRIGATION HEAD PRESSURE:
30.00
SYSTEM LOSSES SUBTOTAL:
59.95
FITTING LOSSES (10% OF SUBTO'TAQ:
6.00
ELEVATION LOSSES/GAINS '(ELEV. x .433) :t:
0.00
TOTAL SYSTEM LOSSES:
65.95
AVAILABLE PRESSURE (LOW):
40,00
AVAILABLE PRESSURE FROM BOOSTER PUMP:
52.00
PRESSURE AVAILABLE FROM BOOSTER PULP AND
STATIC PRESSURE:
92.00
(+) RESIDUAL PRESSURE:
26.05
A3
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CITY OF FONTANA, CALIFORNIA
96 ''c? q–
DRAMBY
JAK IJAF
INDEPENDENCE R14IN IDE
if[ = 201-0 11
ON-SITE CITY
CORRECTIONS ADD-
ED BOOSTER PUMP
TRACT. #15709
z
0
DESIGNED BY.,
om ITY IFi4IL IE ITRI�T
DATE:
JAK
LL
0
11/17/97
CHECKED BY:
PRO_ VED Sr
—
DWG. No.:
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/2
1-2
DATE:
88 03
43
1 1KWIC
CITY ENGINEER R.C.E. %4f—XP. DATE 1 'i
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PLAN CROSS REFERENCES
FOR NOTES AND LEGENDS, SEE SHEET I-1
FOR DETAILS, SEE SHEET 1-6
FOR SPECIFICATIONS, SEE BOOK
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET C-4 i
FOR CORRESPONDING PLANTING PLAN SEE SHEET P-4
e�ruiT�RR�
LANDSCAPE
ARCHITECTURE
SITE PLANNING
10630 Town Center Dr., Suite 128
Rancho Cucamonga, CA 91730
(909) 484-2800
FAX (909) 4842802
Richard Krumwiede
GA Lic. #2834 Q Lia. # 29198 W Lic. # 446
4 10
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3 SIMp*rn-
++nn Ile @ 1�
► Date
OF CA
M/16/98 CIN PLANCK.
AK CORRECTIONS
6/12/98
S JAK __---QQRRE0TI('
ON-SITE CITY
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A5W26/02
JAF
ON-SITE CITY
CORRECTIONS ADD-
ED BOOSTER PUMP
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AK CORRECTIONS
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4JAF
ON-SITE CITY
CORREQIIQJVa
A5W26/02
JAF
ON-SITE CITY
CORRECTIONS ADD-
ED BOOSTER PUMP
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97003
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