HomeMy WebLinkAbout4742-2370+50
71+00
FOOTHILL BLVD. (WESTBOUND)
72+00
3/4' 3/4' ��
3/4" 1'
1-1/4' 3/4"
■ 3/4' yq. 3/4" tea. 3l4"
3/4' 3/4" 4'
3/4'% 3/4'
-18
■ 1 1/2' 20
■ MEDIUM
■ _1 2" MAINLINE
■ _1 2" MAINLINE
■ 31
■
LOW
F- ■
W ■
W
co
CO
_■
•74+00+00
75
Lu ■ FOOTHILL BLVD.
co W an I
Z ■
J Q I
I
_ ■ I
U I
Q ■
3/4' 3/4' 3/4"m Aft 0
q• 3N' 3/4' 3/4'
■ 3/4. lift 0 1. 1" 314' 3/4'
4' 1' 3/4'
3/4' 4' 314"
3l4• rAh
A.VLq•, 31=_ 3/4'
■
■ 1-112'
■
■
■ -20
■ 2" MAINLINE_1
■ 30
■ LOW
lave
FOOTHILL BLVD.(EASTBOUND)2" MAINLINE 1-122" _;22"
FOO
23 30
LOW
BUBBLERS TO PALMS
IRRIGATION LEGEND
■
O
04
N
O
LU
= ■
+
O
W
N ■
W ■
w
W
Z
4w
�■
U ■
0
Q ■
70+50
71+00
FOOTHILL BLVD. (WESTBOUND)
72+00
3/4' 3/4' ��
3/4" 1'
1-1/4' 3/4"
■ 3/4' yq. 3/4" tea. 3l4"
3/4' 3/4" 4'
3/4'% 3/4'
-18
■ 1 1/2' 20
■ MEDIUM
■ _1 2" MAINLINE
■ _1 2" MAINLINE
■ 31
■
LOW
F- ■
W ■
W
co
CO
_■
•74+00+00
75
Lu ■ FOOTHILL BLVD.
co W an I
Z ■
J Q I
I
_ ■ I
U I
Q ■
3/4' 3/4' 3/4"m Aft 0
q• 3N' 3/4' 3/4'
■ 3/4. lift 0 1. 1" 314' 3/4'
4' 1' 3/4'
3/4' 4' 314"
3l4• rAh
A.VLq•, 31=_ 3/4'
■
■ 1-112'
■
■
■ -20
■ 2" MAINLINE_1
■ 30
■ LOW
lave
FOOTHILL BLVD.(EASTBOUND)2" MAINLINE 1-122" _;22"
FOO
23 30
LOW
BUBBLERS TO PALMS
IRRIGATION LEGEND
PSI LOSS / GAIN
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
®
C
Ibito
664PERIOR
RAINBIRD
2t0-21-x1i(, 'rbft 220 SERIES, ARASS WrrM n %gjjt6 RCCOLAT K
60M. "'IN I A _11_ GRADES
33DNP, 3/4" QUICK COUPLER
(NUMBEELAVENDER RW LOCKABLE VALVE BOX, SEE DETAIL J ON SHEET 50
10" LAVENDER RW LOCKABLE VALVE BOX, SEE DETAIL F ON SHEET 50
■WJ
NIBCO
SI -7 BRASS GATE VALVE
10" LAVENDER RW LOCKABLE VALVE BOX, SEE DETAIL E ON SHEET 50
A] Q
TORO
SENTINEL CONTROLLER. FONTANA PART# ESB36-U2-MPEA161OK-OB1-VRA
INSTALLED IN AVAIL AT: AQUA STAFLOINLESSSTEEL
TACT CABINETOM P R DETAIL
95-8909
BF
by50patioR
❑M
FS
FEBCO
825Y - MATCH METER SIZE, WITH CITY APPROVED FLOW METER. DATA INDUSTRIAL IR220 P -SIZE PER METER.
MASnIt VAL%R I tie &40WL 3200, deRMALI.y CLOSED MAS'IE"R VALVE 1044T 1LL0 AD.UtfrIT'r0 " 5E?16*
METER INSTALLED PER CITY STANDARDS
DATA INDUSTRIAL 200 SERIES FLOW SENSOR SEE DETAIL B SHEET 50 INSTALL PER MANUFACTURES SPECS.
SEE DETAIL H, SHEET 50 (PLACE IN GUARD SHACK ENCLOSURE)
■
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 SCHAO MAINLINE SLEEVE; SEE PLAN FOR LOCATION
3/4' 314'
A--
VALVE / CONTROLLER SEQUENCE
1 to
meq.
VALVE SIZE
19
GPM
4' 3/4'
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
FOOTHILL BLVD
LANDSCAPE MEDIAN
FROM ILEX STREET
TO CHERRY AVENUE
CITY OF FONTANA
CALIFORNIA, 92335
■ N
H
FOOTHILL BLVD. (WESTBOUND)
QQ w76+W
■co
W
■W
Z
I J
I ■
U
3/4' 3/4"
3/4"
3/4' 01' 3l4'
f� 3/4" 1' 1' 3/4'
ID
FOOTHILL BLVD. (EASTBOUND)
r4`: C,NI
4cSxfJ#Jt
CAS44Al
i d
CALF
R�cotz� "DRAW n► C /0/5►/3
NOTE: FOR GENERAL IRRIGATION NOTES, SEE SHEET 25
�.pNDSCgp�
a
W 0
u. �r
Op CA``�OQ?
REV REVISION DESCRIPTION
■
■
1-12" ■
■
■
-23 2" MAINLINE ■
1-1/2" ■
32 ■
LOW ■
64+93 TO 83+60
MAWU - 56.6 X.8 X 17,761 S.F. X.62 = 498,615 GALLONS
SHRUB AREA 13,974 S.F.
56.6 X.4 X 13,974 S.F. X.621.75 - 261,533 GALLONS
GRAVEL AREA 3,787 S.F.
EAWU = 261,533 GALLONS
PRFSSLIRF CALCULATIONS
VALVE A 1: Worst Condition (Furthest Valve)
PSI LOSS / GAIN
■
W
Water Meter Elevation
1212.19
Static Pressure
W
R.C.V. Size
1-1/2"
■
rn
R.C.V. Demand (G.P.M.)/Design Pressure
30
■
W
SCH 40 LATERAL LINE FRICTION LOSS
73 +00
■WJ
45.32
DESIGN PRESSURE
30.00
PSI REQUIRED
3
STATIC PRESSURE
78
coW
■
Z
J m
I
I
■
_
■
a
4'
3/4' 314'
4"
wF= go
meq.
4"
4' 3/4'
1" 1-1/4'
4' 3/4'
3/4'
17
3/4"
3/4'
3/4' 3/4'
■
4"
3/4'
3/4'0 qf4"0 3/4' 3/4"
3/4'
■
-19
■
1-1/2"
■
30
■
LOW
tt--
■
2" MAINLINE
■
FOOTHILL BLVD. (EASTBOUND)
■
■
■ N
H
FOOTHILL BLVD. (WESTBOUND)
QQ w76+W
■co
W
■W
Z
I J
I ■
U
3/4' 3/4"
3/4"
3/4' 01' 3l4'
f� 3/4" 1' 1' 3/4'
ID
FOOTHILL BLVD. (EASTBOUND)
r4`: C,NI
4cSxfJ#Jt
CAS44Al
i d
CALF
R�cotz� "DRAW n► C /0/5►/3
NOTE: FOR GENERAL IRRIGATION NOTES, SEE SHEET 25
�.pNDSCgp�
a
W 0
u. �r
Op CA``�OQ?
REV REVISION DESCRIPTION
■
■
1-12" ■
■
■
-23 2" MAINLINE ■
1-1/2" ■
32 ■
LOW ■
64+93 TO 83+60
MAWU - 56.6 X.8 X 17,761 S.F. X.62 = 498,615 GALLONS
SHRUB AREA 13,974 S.F.
56.6 X.4 X 13,974 S.F. X.621.75 - 261,533 GALLONS
GRAVEL AREA 3,787 S.F.
EAWU = 261,533 GALLONS
PRFSSLIRF 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.)/Design 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
4A
IRRIGATION PLAN C�°��NG FILE "°.
4742
DRAWN BY: FOOTHILL BOULEVARD SCALE:
DESIGNED BY: FROM ILEX STREET DATE:
R.J.M TO CH Y AVENUE 01-23-09
CHECKED BY: APP ell SIP/DRAWING NO.:M69
Z '�4742
DATE I CITY DATE C%TX UG 1 1a RCE ; 1152