HomeMy WebLinkAbout4154-L3CV
J
LU
V)
LU.I
V)
MATCH LINE
4' 10'
72'
15'
42'
CASA GRANDE AVE.
NOTE: LANDSCAPE AREAS DEPICTED ARE TO
BE MAINTAINED BY THE COMMUNITY
FACILITIES DISTRICT.
24' 15'
•
-1__ ---I
NOTE:
INSTALL SEPARATE 6" SLEEVE FOR
IRRIGATION CONTROL VALVE WIRES.
NOT USED HR B
A -15F
A-16
1.5"
30
TURF
SPRAY SPRA
USED SHRUBI
SPRAY'
SHRU: TURF
A-20 A-21
32
SPRAY
SEE ENLARGEMENT
tDOW TURF
SPRALY�'
uG
U
i -J
54'
13'
34' 5' 55'
23'
P wt
13'
35'
41'
23' 36'
1TURF
SHRUB TURF SHRUB
A-26
A-24
1.5"
29
A-25
1.5"
28
1.5"
30
OTUSED NOT USED
1
A-27
A-28
SHRUB
29
SPRA
SPRAY SPRAY SPRAY]
0
TURF TURF TUR
A-32
1.25"
20
AY SPRAY
TURF TREE
A-33 A-34
1.5" 1"
30 8
SPRAY BUBBLER
TURF SHRUB
A-36
34
SPRAY
SHRUB
I
3
L
LOT
POINT OF CONNECTION #1
CONTRACTOR SHALL COORDINATE METER INSTALLATION WITH THE CITY AND
WEST VALLEY WATER DISTRICT. CONTRACTOR SHALL INSTALL A NEW BACKFLOW
PREVENTER PER IRRIGATION LEGEND AND CITY STANDARDS. CONTRACTOR SHALL
COORDINATE THE ELECTRICAL CONNECTION WITH SOUTHERN CALIFORNIA EDISON
AND THE CITY. CONTRACTOR SHALL CONNECT THE NEW CONTROLLER TO THE
NEW POWER SUPPLY.
METER: 1-1/2" DOMESTIC
STATIC PRESSURE: 72 PSI
MAXIMUM GPM: 34
WATER SERVICE DOES NOT CURRENTLY EXIST AT THE SITE. FOR
DESIGN PURPOSES, THE STATIC PRESSURE WAS ASSUMED TO
BE 72 PSI. BASED ON INFORMATION RECEIVED FROM MADOLE
& ASSOCIATES, THE RESERVOIR ELEVATION IS 1884 FT MSL.
AND THE HIGH POINT AT THE SITE IS 1716 FT MSL
CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO
COMMENCING WORK. CONTRACTOR SHALL ADVISE LANDSCAPE
ARCHITECT OF ANY DISCREPANCIES.
CASA GRANDE AVE.
CONCRETE
MOWCURB
BLOCK WALL
15'
6'
4' '
W
Z
0
Cn
IRRIGATION SPRAY HEAD LEGEND
QT HF NOZ. MANF.
MODEL NO. RAD. PATTERN PSI
FLOW
otino 5'
Ctti0O 8'
st time 10'
el4Ae 12'
64 15'
® 15'
7VVO 5'
$ V v 8'
*V®® 10'
ttio® 12'
iY♦® 15'
O 15'
8 15'
® BUBB
o BUBB
A BUBB
BASIS OF BEARINGS
BEARINGS ARE BASED ON CENTERLINE OF CITRUS AVENUE AS SHOWN ON
RECORD OF SURVEY 35/9 TAKEN AS N 01' 10' 30" W.
RAINBIRD
RAINBIRD
RAINBIRD
RAINBIRD
RAINBIRD
RAINBIRD
RAINBIRD
RAINBIRD
RAINBIRD
RAINBIRD
RAINBIRD
RAINBIRD
RAINBIRD
RAINBIRD
RAINBIRD
RAINBIRD
1806 -SAM -PRS
1806 -SAM -PRS
1806 -SAM -PRS
1806 -SAM -PRS
1806 -SAM -PRS
1806 -SAM -PRS
1812 -SAM -PRS
1812 -SAM -PRS
1812 -SAM -PRS
1812 -SAM -PRS
1812 -SAM -PRS
1812 -SAM -PRS
1812 -SAM -PRS
1812 -SAM -PRS
1812 -SAM -PRS
5' QTR, THRD, HLF,
8' QTR, THRD, HLF,
10' QTR, THRD, HLF,
12' QTR, THRD, HLF,
15' QTR, THRD, HLF,
15' 15EST, 15SST
5' QTR, THRD, HLF,
8' QTR, THRD, HLF,
10' QTR, THRD, HLF,
12' QTR, THRD, HLF,
15' QTR, THRD, HLF,
15' 15EST, 15SST
15' 15CST
BUB 1401
BUB 1402
1402 BUBBLER IN 4" PERFORATED TUBE
PER DETAIL M, SHEET L9.
PLACE 2 BUBBLERS PER TREE.
NIBCO
RAINBIRD
SUPERIOR
SUPERIOR
DATA INDST
FEBCO
TORO
FULL
FULL
FULL
FULL
FULL
FULL
FULL
FULL
FULL
FULL
30 .1 .13 .20 .41
30 .26 .35 .52 1.05
30 .39 .53 .79 1.58
30 .65 .87 1.30 2.60
30 .92 1.23 1.85 3.70
30 .61 1.21
30 .1 .13 .20 .41
30 .26 .35 .52 1.05
30 .39 .53 .79 1.58
30 .65 .87 1.30 2.60
30 .92 1.23 1.85 3.70
30 .61 1.21
30 1.21
30 .25
30 .50
30 1.00
BRASS GATE VALVE - LINE SIZE
33DRC QUICK COUPLING VALVE IN LOCKABLE PLASTIC VALVE BOX.
MODEL 950 REMOTE CONTROL VALVE -SIZE AS NOTED- IN LOCKABLE PLASTIC VALVE BOX.
1-1/2" MODEL 3000 MASTER VALVE IN LOCKABLE PLASTIC VALVE BOX.
1-1/4" IR250B FLOW SENSOR
1-1/2" 825Y BACKFLOW PREVENTER IN LEMEUR LOCKING ENCLOSURE.
A - SENTINEL ESB48-U2-MPEA1610K-0B1-VRA 48 STATION CONTROLLER IN ENCLOSURE.
B - SENTINEL ESB36-U2-MPEA1610K-0B1-VRA 36 STATION CONTROLLER IN ENCLOSURE.
ElWATER METER CASA GRANDE AVE. - 1-1/2" SERVICE LINE & 1-1/2" WATER METER.
CITRUS AVE. - 1-1/2" SERVICE UNE & 1" WATER METER. CONTRACTOR TO PROVIDE
& INSTALL ALL EQUIPMENT FOR FULLY OPERATIONAL WATER SERVICE.
LATERALS SCH 40 PVC PIPE (3/4" MINIMUM) LARGER SIZES AS NOTED ON PLAN.
- LATERALS SCH 40 UVR BROWNUNE PVC PIPE ON GRADE (3/4" MINIMUM) LARGER SIZES
AS NOTED ON PLAN. USE 'J' HOOK BARS AT 10 FT O.C.
- MAINLINE PVC BURIED PIPE (3/4" MINIMUM). CL315 - 2" & LARGER , SCH 40 - LESS THAN 2".
LARGER SIZES AS NOTED ON PLAN.
NOTE: ALL PIPE NOT LABELED SHALL BE 3/4". NO 1/2" PIPE SHALL BE INSTALLED.
SCH 40 PVC SLEEVING - TO BE 2 TIMES THE SIZE OF THE PIPE.
ALL PIPE THAT CROSSES UNDER PAVEMENT, AND STRUCTURES, TO BE SLEEVED.
CONTROL VALVE WIRES SHALL BE SLEEVED SEPARATELY FROM PIPES.
SHRUB
STATION NUMBER
VALVE SIZE
GALLONS PER MINUTE
AS -BUILT NOTE:
THIS AS -BUILT PLAN IS GENERATED BASED ON THE
FIELD MEASUREMENT DONE BY THE CONTRACTOR.
DAVID EVANS AND ASSOCIATES, INC. IS NOT
RESPONSIBLE FOR THE ACCURACY OF THE
MEASUREMENT.
NOTE: SPARE WIRE TO BE PULLED AND COILED AT ALL
UNUSED CONTROL VALVE STATIONS AS SHOWN ON THE
PLANS.
RECORD DRAWING
REV.
DIAL
BEFORE,
YOU DIG
TOLL FREE
)TWO WORKING
DAYS BEFORE
YOU - DIG
1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
REMOVE TREES WITHIN SGVMWD EASEMENT
RECORD DRAWING
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
PREPARED FOR:
K. HOVNANIAN
FORECAST
HOMES
4240 E. JURUPA STREET, SUITE 402
ONTARIO, CA 91764
(909) 937-3270
FAX (909) 481-7286
BENCHMARK
B.M. 18-17, BRASS CAP IN
CONCRETE BASE OF THE SOUTH
LEG OF AN SCE TOWER 343'
NORTH OF HIGHLAND, 0.2 MI. WEST
OF SAN SEVAINE RD., 2.65 MI.
WEST OF SIERRA AVE.
ELEVATION: 1428.609
DAVID EVANS
AND ASSOCIATES INC.
4200 Concours, Suite 200
Ontario California 91764
Phone' 909.481.5750
k.
KIM S. RHODES, LA. 3867
DATE
DSCAF
43a 7 ° F
Signature
09-17-2010
Renewal Date
Date
OF CAL%
CITY OF FONTANA, CALIFORNIA
COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION
DRAWN BY:
JXOE
DESIGNED BY:
JXOE
CHECKED BY:
KSR
COMMUNITY FACILITIES DISTRICT
TRACT NO.17438
IRRIGATION PLAN
APPROVED
CITY ENGINEER
R.C.E. 25126
A. 2 (
DATE
11' = 20'-0"
DATE:
JUNE 15, 2007
DRAWING NO.:
4154
JOB
NO. KHFH00000002
0
Date/Time: Dec 08, 2008 —
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