HomeMy WebLinkAbout4154-L2'6
14'
s'
46' 20' 16' 26' 6'
1'
cpsp, GRANDE AVE.
I/6
60'
80'
35'
- -
SHRUB
A-1
7-N1/.. SHRUB TURF
A-4
USED_
A-3
1.5"
27
1.5"
SPRAY
30
-
SHRUB N4RUB NOT USED
NOT USED
A-5
rr
A-7
1.5"
29
A-8
1.5"
SPRAY
26
26
A-9
TURF -4 -
SHRUB
1 11A-11
1.5"
34
1_
SPRAY
SPRAY
L_L
•
SPRAY
\\
?F3
I t>
QC
' I
TURF
9
SPRAY
SHRUB
B-25
1"
F
W
Z
W
>
<
, TREE
1:a)
" BUBBLER
B-23
1"
6
SHRUB
n -T-
666
•
v.
,
SHRUB
B-21
1.25"
19
SPRAY
-F7
:SHRUB
B-18
1.25"
13
SPRAY
TREE
1
TURF
12
SPRAY
B-19
1"
9
SPRAY
n__
MATCH LINE, SEE SHEET L4
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.
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.
IRRIGATION SPRAY HEAD LEGEND
OT HF NOZ. MANF. MODEL NO. RAD. PATTERN
PSI
FLOW
obno 5'
ottSeo 8'
® 10'
eSme 12'
640e 15'
® 15'
teVO 5'
Irkt 8'
*Vv. 10'
12'
TirY•te 15'
15'
EI 15'
.334 BUBB
0 BUBB
A BUBB
P4
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, FULL
QTR, THRD, HLF, FULL
10' QTR, THRD, HLF, FULL
12' QTR, THRD, HLF, FULL
15' QTR, THRD, HLF, FULL
15' 15EST, 15SST
5' QTR, THRD, HLF, FULL
QTR, THRD, HLF, FULL
10' QTR, THRD, HIS, FULL
12' QTR, THRD, HLF, FULL
15' QTR, THRD, HLF, FULL
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
A TORO
MIMMMie 111
SHRUB
30 .1 .13 .20
30 .26 .35 .52
30 .39 .53 .79
30 .65 .87 1.30
30 .92 1.23 1.85
30 .61 1.21
30 .1 .13 .20
30 .26 .35 .52
30 .39 .53 .79
30 .65 .87 1.30
30 .92 1.23 1.85
30 .61 1.21
30 1.21
30 .25
30 .50
30 1.00
.41
1.05
1.58
2.60
3.70
.41
1.05
1.58
2.60
3.70
BRASS GATE VALVE - UNE 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-081-VRA 48 STATION CONTROLLER IN ENCLOSURE..
B - SENTINEL ESB36-U2-MPEA1610K-0B1-VRA 36 STATION CONTROLLER IN ENCLOSURE.
WATER METER CASA GRANDE AVE. - 1-1/2" SERVICE UNE & 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 BROWNLINE PVC PIPE ON GRADE (3/4" MINIMUM) LARGER SIZES
AS NOTED ON PLAN. USE 'J' HOOK BARS AT 10 FT 0.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.
STATION NUMBER
VALVE SIZE
GALLONS PER MINUTE
NOTE' SPARE WIRE TO BE PULLED AND COILED AT ALL
UNUSED CONTROL VALVE STATIONS AS SHOWN ON THE
PLANS.
RECORD DRAWING
r-
PLAt
LOT 9
BEFORE
YOU DIG
DIAL
JEET
)
PNO WORKING
DAYS BEFORE
YOU DIG
TOLL FREE -800-227-2600
A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
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.
Ritort.
4200 Concours, Suite 200
Ontario California 91764
Phone' 909.481.5750
KIM S. RHODES, LA. 3867 DATE
S.RHOD
3867
P. kAarele.,
Signature
09-17-2010
Renewal
/)--•t-.,,Date
CIF CAO
CITY OF FONTANA, CALIFORNIA
COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION
DRAWN BY:
JXOE
DESIGNED BY:
JXOE
CHECKED BY:
KSR
COMMUNITY FACILITIES DISTRICT
TRACT NO.17438
IGATION PLAN
•
C ENGINEER
R.C.E. 25126
24.
DATE
SCALE
1" = 20'-0"
DATE
JUNE 15, 2007
DRAWING NO.: V
4154
Date/Time: Dec 08, 2008 —
47,
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JOB NO. KHFH00000002