HomeMy WebLinkAbout4742-15■
O ■
C>
+17
�■ +50
P*Aftw
w■
_
LU ■
We
W
Ze
J I
_ ■
U
Q ■
314-
■
95
18+00
FOOTHILL BLVD. (WESTBOUND)
314" V 3/4. '
3W m, IN&
314"
e 1-12"
■
AA-8
- "
■ -1 2" MAINLINE -1/2
■ 30
■
9MEFOOTHILL BLVD. (EASTBOUND) LOW
■ D
■
■
■
3N• W. -
■
e A-1
17
■ MED41M
314- m 13W
21+00
WC
W.
22+00
19+00
3M-
3/4"
■
.w
w
w
00120+�U.
;LuW
W J
w3
U
WJO
■z
J
I •0
Hco
. ■a
5 '
3/4. - - - - 314- ■ 3/4•-
low 1w 0 0
1-1/4" ■
■
A-sTBOU N D A-1 ■
1-1/2"72"MAINLINEFOOTHILL BLVD. (EAS )
22 15 2" MAINLINE '
LOW e
BUBBLERS TO PALMS e
■
■
■
FOOTHILL BLVD. (WESTBOUND) 23+00
3µ" — — e
3/4' Ift
314-
314- my■
■
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ■
IR
STING EXISTING
THILL BLVD. EASTBOUND 2" MAINLINE 4"SLEE E (2)-2" SLEEVES FOO ( ) FOOTHILL BLVD. (EASTBOUND) FOR MAINLINE FOR WIRES
■
LOW ■
NOTE: FOR GENERAL IRRIGATION NOTES, SEE SHEET 25
r
U KIN M&W effy1m
SECTION 4216/4217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
IRRIGATION LEGEND
SYMBOL
MFG.
MODEL NUMBER/ DESCRIPTION PSI GPM RADIUS NOZZLE
REMARKS
O
RAINBIRD
1402 -PRESSURE COMPENSATING BUBBLER (SHRUB) 20 .5 -
102-1211 LAVENDER RECYCLED WATER CAP, SEE DETAIL A ON SHEET 50
0
RAINBIRD
1402 -PRESSURE COMPENSATING BUBBLER (TREE) 20 .5 -
102-1211 LAVENDER RECYCLED WATER CAP, SEE DETAIL A ON SHEET 50
®
TiRp
9"PfR}9R
Zt0-t7-'1K, TtIV !.!�'it�lt'i, iwA'i'f Mit1M /KlSS1>�t f�K11LA1�R
12"x18" LAVENDER RW LOCKABLE VALVE BOX, SEE DETAIL J ON SHEET 50
SCH 40 LATERAL LINE FRICTION LOSS
0
TOTAL PSI GAIN / LOSS
(NUMBERED)
DESIGN PRESSURE
RAINBIRD
33DNP, 3/4" QUICK COUPLER
10" LAVENDER RW LOCKABLE VALVE BOX, SEE DETAIL F ON SHEET 50
STATIC PRESSURE
NIBCO
SI -7 BRASS GATE VALVE
10" LAVENDER RW LOCKABLE VALVE BOX, SEE DETAIL E ON SHEET 50
❑A B❑
TORO
SENTINEL CONTROLLER. FONTANA PART# ESB36-U2-MPEA161OK-OB1-VRA
INSTALLED IN STAINLESS STEEL CABINET PER DETAIL
AVAIL AT: AQUA FLO; CONTACT TOM RADEN (805)-895-8909
MFEBCO
HSdIl�ioR
825Y - MATCH METER SIZE, WITH CITY APPROVED FLOW METER. DATA INDUSTRIAL IR220 P -SIZE PER METER.
I"ww YALve'#'e I "*8L$1" Kou"""' tustp M4l1RV�I.dE t.tiTA�A MJIIC�1lt 11 Wall SM1fMt
SEE DETAIL H, SHEET 50 (PLACE IN GUARD SHACK ENCLOSURE)
❑M
METER INSTALLED PER CITY STANDARDS
FS
DATA INDUSTRIAL 200 SERIES FLOW SENSOR SEE DETAIL B SHEET 50 INSTALL PER MANUFACTURES SPECS.
APPROVED
PVC CL. 315 MAINLINE; SIZE 2" AND LARGER
SEE DETAIL C ON SHEET 50
APPROVED
PVC CL. 200 LATERAL LINE; SEE PLAN FOR SIZE
SEE DETAIL C ON SHEET 50
_--_----=
EXISTING
PVC SCH.40 MAINLINE SLEEVE; SEE PLAN FOR LOCATION
/A----l-"\VALVE
/CONTROLLER SEQUENCE
�GPROFE3gjON
Q-a
1
VALVE SIZE
=p��
19
GPM
41
C 78044 ^'
m
�
� �Sto Rap 'p�hW dJ � lo�T�/t 3
CIVIL
O.: CALIFC
FOOTHILL BLVD
LANDSCAPE MEDIAN
FROM ILEX STREET
TO CHERRY AVENUE
CITY OF FONTANA
CALIFORNIA, 92335
I
�p,%DSCgp
J. Mc,�y q�O
w m
cc
si ,
�rF of cAL%F
REV REVISION I DESCRIPTION
10+59 TO 21+83
MAWU = 56.6 X.8 X 10,665 S.F. X.62 = 299,404 GALLONS
SHRUB AREA 8,604 S.F.
56.6 X.4 X 8,604 S.F. X.621.75 = 161,030 GALLONS
GRAVEL AREA 2,061 S.F.
EAWU = 161,030 GALLONS
PRESSURE CALCULATIONS
VALVE A 1: Worst Condition (Furthest Valve)
PSI LOSS / GAIN
Water Meter No. 1
2"
Water Meter Elevation
1212.19
Static Pressure
78
R.C.V. Size
1-1/2"
R.C.V. Elevation
1199.3
R.C.V. Demand (G.P.M.yDesign Pressure
30
Static Pressure @ R.C.V. (Required)
75.32
Appurtenance/Pipe PSI LOSS / GAIN
PSI LOSS / GAIN
2" WATER METER
-1.8
BACKFLOW PREVENTER
-10.0
1 GATE VALVE(S)
-1.0
1-1/2" REMOTE CONTROL VALVE
-3.6
MAINLINE HEAD GAIN/LOSS (+.30')
+5.58
'LATERAL LINE HEAD GAIN/LOSS
0
CL 315 MAINLINE FRICTION LOSS (4600')
-34.50
SCH 40 LATERAL LINE FRICTION LOSS
0
TOTAL PSI GAIN / LOSS
45.32
DESIGN PRESSURE
30.00
PSI REQUIRED
75.32
STATIC PRESSURE
78
DRAWN BY:
R.J.M/D.M.A
DESIGNED BY:
R.J.M
CHECKED BY:
DATE CITY DATE
IRRIGATION PLAN
FOOTHILL BOULEVARD
FROM ILEX STREET
TO CHERRY VENUE
\I
CITY DRAWING FILE NO.
4742
SCALE:
1"=10' -Om
DATE:
01-23-09
DRAWING NO .:15
4-74?.69