HomeMy WebLinkAbout2883-11F
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LIMIT OF WORK
CONTRACTOR TO INSTALL LINE -SIZE GATE VALVE IN BOX FOR, ■
FUTURE EXPANSION. r
LIMIT OF WORK
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AND TERMINATE IN VALVE BOX. CONTRACTOR TO LABEL
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EACH WIRE WITH STATION NUMBER FOR FUTURE EXPANSION
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LIMIT OF WORK
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CONTRACTOR TO INSTALL (1) EXTRA CONTROL
PILOT WIRE AT THIS LOCATION.
CONTRACTOR TO INSTALL 8 EXTRA CONTROL PILOT WIRES
i 112
�
WITH 1 COMMON WIRE FROM THE AUTOMATIC CONTROLLER.jAND
�
TERMINATE X. CONTRACTOR TO LABEL
ISTATION N VALVE BNCUM
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3:
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EACH WIRE WITH ER FOR FUTURE EXPANSION
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OF IRRIGATION SYSTEM.
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BASELINE
AVENUE
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AUTOMATIC CONTROLLER (B)NOTE:
,
AUTOMATIC CONTROLLER LOCATION: CONTRACTOR TO
TRACT 15709-02
INSTALL A TORO NETWORK 8000 (SEE LEGEND FOR MODEL
M
NO.) IN A METERED STAINLESS STEEL ENCLOSURE. OWNER
d -
TO PROVIDE 120 VOLT CONTINUOUS POWER CIRCUIT AT
THIS LOCATION. IRRIGATION CONTRACTOR TO PROVIDE
,
I
CONTROLLER AND COORDINATE CONTROLLER POWER
CONTRACTOR TO INSTALL LINE -SIZE GATE VALVE IN BOK FOR
CONNECTION. CONTRACTOR SHALL PROVIDE ALL
NECESSARY EQUIPMENT TO FAKE THIS SYSTEM OPERA-
FUTURE EXPANSION.
TIONAL.
Underground Service Alert
Call: TOLL FREE
1-800
227-2600
PRESSURE LOSS CALCULATION
PROJECT: TR. #15709, FONTANA, CA. - CHERRY AVE. BY: JAF
STATIC PRESSURE HIGH: 74 psi LOW: 67 psi
SOURCE OF INFORMATION:
SUPPLIER: FONTANA WATER DISTRICT
'' r �0. PHONE NUMBER: 909/822-2201
VALVE STATION/GPM: STATION: 21 B 43 GPM
e 00
ri ITEM: P.S.I. LQSSj
22B 27 ,�
1
►� + WATER METER SIZE: 2 @ 43 GPM 1.50
114 BACKFLOW DEVICE SIZE: 2" @ 43 GPM 11.00
I MASTER VALVE: 1 21/2 43 CPM 1,00
FLOW SENSOR. 1 1 1/2" @ 43 GPM 3.30
GATE VALVE(S): 1 21/2 ly @ 43 GPM 1.00
e [D;1 0 MAINLINE (SCH. 40): L.F. @ GPM 0.00
MAINLINE (CL. 315): 21/2)) 951 L.F. @ 43 GPM 6.00
�I AUTOMATIC VALVE SIZE: 2" @ 43 CPM 1.00
1I LATERAL LINE SIZE 112 L.F. @ GPM 0.00
I 3/4" 60 L.F. @ 8 GPM 1.35
I � 1" 12 L.F. @ 14 GPM .24
CC 11/4 L.F. @ GPM 0.00
„ ,I 11/2 L.F. GPM 0.00
141 2F' 12 L.F. @ 29 GPM .32
e U- 21/2 3 L.F. @ 43 GPM 0.01
� I
, 4"CC
I- IRRIGATION HEAD PRESSURE: 30.00
SYSTEM LOSSES SUBTOTAL: 57.22
" W I ---I FITTING LOSSES (10% OF SUBTOTAL : 5.72
j E 1 I ELEVATION LOSSES/GAINS (ELEV. X .433) -t: 0.00
e TOTAL SYSTEM LOSSES: 62.94
AVAILABLE PRESSURE (LOW): 67.00
-} DEFICIT OR RESIDUAL PRESSURE: 4.06
00
e00
00
10 00
00
0#00 1
00
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OF WORK �
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LIMIT OF WORK W
1
BASELINE AVENUE
:' 3/4"
MATCHLINE - SEE SHEE)TI-3
00 3/41 100, 3M
00
00
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00
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3!4"
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00.
00,
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314"
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3/46
3!4"
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314"
of
00
3
40
z 1l2, ! B TIPPING BUCKET RAIN GUAGE:
I D I CONTRACTOR TO MOUNT TIPPING BUCKET RAIN GUAGE TO
WALL AND WIRE TO CONTROLLER. MOUNT SWITCH SO
THAT IT IS EXPOSED TO THE RAIN.
I IF
00
00
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00
00
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ir
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TCHLINE - SEE 11BB11
MMMMMMMMMMMMMA71
WMIMMM®rINNINNININMIr �i!■��iw��w�w��i�
I
AND TERMINATE IN VALVE BOX. CONTRACTOR TO LABEL
00
EACH WIRE WITH STATION NUMBER FOR FUTURE EXPANSION
IDi
i f1S1
tj
11/17/97.
t
BY:'' S
DATE;J
DM. NO.:
i/
f
314"
I IO
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00
00
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1
i
1
}
s 1
CONTRACTOR TO INSTALL (1) EXTRA CONTROL
PILOT WIRE AT THIS LOCATION.
1i_v
i 112
Underground Service Alert
Call: TOLL FREE
1-800
227-2600
PRESSURE LOSS CALCULATION
PROJECT: TR. #15709, FONTANA, CA. - CHERRY AVE. BY: JAF
STATIC PRESSURE HIGH: 74 psi LOW: 67 psi
SOURCE OF INFORMATION:
SUPPLIER: FONTANA WATER DISTRICT
'' r �0. PHONE NUMBER: 909/822-2201
VALVE STATION/GPM: STATION: 21 B 43 GPM
e 00
ri ITEM: P.S.I. LQSSj
22B 27 ,�
1
►� + WATER METER SIZE: 2 @ 43 GPM 1.50
114 BACKFLOW DEVICE SIZE: 2" @ 43 GPM 11.00
I MASTER VALVE: 1 21/2 43 CPM 1,00
FLOW SENSOR. 1 1 1/2" @ 43 GPM 3.30
GATE VALVE(S): 1 21/2 ly @ 43 GPM 1.00
e [D;1 0 MAINLINE (SCH. 40): L.F. @ GPM 0.00
MAINLINE (CL. 315): 21/2)) 951 L.F. @ 43 GPM 6.00
�I AUTOMATIC VALVE SIZE: 2" @ 43 CPM 1.00
1I LATERAL LINE SIZE 112 L.F. @ GPM 0.00
I 3/4" 60 L.F. @ 8 GPM 1.35
I � 1" 12 L.F. @ 14 GPM .24
CC 11/4 L.F. @ GPM 0.00
„ ,I 11/2 L.F. GPM 0.00
141 2F' 12 L.F. @ 29 GPM .32
e U- 21/2 3 L.F. @ 43 GPM 0.01
� I
, 4"CC
I- IRRIGATION HEAD PRESSURE: 30.00
SYSTEM LOSSES SUBTOTAL: 57.22
" W I ---I FITTING LOSSES (10% OF SUBTOTAL : 5.72
j E 1 I ELEVATION LOSSES/GAINS (ELEV. X .433) -t: 0.00
e TOTAL SYSTEM LOSSES: 62.94
AVAILABLE PRESSURE (LOW): 67.00
-} DEFICIT OR RESIDUAL PRESSURE: 4.06
00
e00
00
10 00
00
0#00 1
00
f
I 1O
ai
of
00
00
OF WORK �
s►
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.•
01
M
W
- W
LIMIT OF WORK W
1
BASELINE AVENUE
:' 3/4"
MATCHLINE - SEE SHEE)TI-3
00 3/41 100, 3M
00
00
I�
of
_
00
of
00
of 31 =_
V! 4,s
of
Of
4rT
L � ,
O +0
H 3/4"
O
�0 $14"
01
00 3/4"
00,
00.
3/4" 3/4
314
00 11/4"'
00
00
00
00.
oo 314" I
3!4"
00. 314111
3/4" = I
00.
00,
314"00
314"
01
„ 21/2"
3!4" 314"
314"
01
00.
3/4"
3/46
3!4"
01
314"
of
00
3
40
z 1l2, ! B TIPPING BUCKET RAIN GUAGE:
I D I CONTRACTOR TO MOUNT TIPPING BUCKET RAIN GUAGE TO
WALL AND WIRE TO CONTROLLER. MOUNT SWITCH SO
THAT IT IS EXPOSED TO THE RAIN.
I IF
00
00
00'x,,
00
00
00 (OV
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I F I 00.4�0
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�
1 I
CITY PLAN CK.
F
CONTRACTOR TO INSTALL 9 EXTRA CONTROL PILOT WIRES
` 1
AND (1� COMMON WIRE FROM THE AUTOMATIC CONTROLLER
I
AND TERMINATE IN VALVE BOX. CONTRACTOR TO LABEL
I I .
EACH WIRE WITH STATION NUMBER FOR FUTURE EXPANSION
I k
OF IRRIGATION SYSTEM.
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miAmmmmmoommmmm
CHLINE - SEE "BB"
TWO WORKING DAYS BEFORE YOU DIG DRAWING NO. 2883
TRACT 15709-02
SHEET KEY
D
z
WALNUT AVENUE j t.-.
W
z
W
0
Gwm-��
CITY OF FONTANA, CALIFORNIA
CITY PLAN CK.
®RAwN V,
JAK /JAF
INDEPENDENCE MORNINCSIDE
SCALE: f
1" = 20'-0"
INHOUSE PLAN CK
TRACT. #1570
COIL M NITY FACILITIES DISTRICT
REQ. BY OWNER
DESIGNED B :
DAM
JAK
11/17/97.
CHECK 3 BY:
BY:'' S
DATE;J
DM. NO.:
i/
RWK
j CfTY ENGINEER R.C.E. 'EXP. DATE U614
2883
.11162 9 -30 -ds
PLAN CROSS REFERENCES
FOR NOTES AND LEGENDS, SERE SHEET 1'1
FOR DETAILS, SEE SHEET 7
FOR SPECIFICATIONS, SEE BOOK
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET G2
FOR CORRESPONDING PLANTING PLAN SEE SHEET P-2
44
!JU!IIIf!J!L
LANDSCAPE
ARCH ITE GTUR E
SITE PLANNING
10630 Town Center Or., Shite 128
Rancho Cucamonga. CA 91730
1909) 484-2 B00
Fax 19091 484-2602
Richard Krumwiede
CA Lic. #2834 AZ Lic. # 29115 NV Lic. # 446
tipSCA
V ruin �
0
V _ ioature
Aen�wa� pats .: .
1 rats
OF C��
JAF/JAK
11/17/97
111 201.011
97003
Im2
OF SHTS.
CITY PLAN CK.
A3/ii/98
JAK
CORRECTIONS
7/11/00
INHOUSE PLAN CK
/4\ JRB
L
REQ. BY OWNER
JAF/JAK
11/17/97
111 201.011
97003
Im2
OF SHTS.