HomeMy WebLinkAbout3926-11IRRIGATION LEGEND
SYMBOL
MFG. MODEL NO. DESCRIPTON RAD.
GPM
PSI QUANTITY
1b
TORO 570 Z-PRX-12P-COM-5Q QUARTER SPRAY HEAD 5'
.10
30
❑
TORO 570 Z-PRX-12P-COM-5H HALF SPRAY HEAD 5'
.20
30
4
TORO 57Q Z-PRX-12P-COM-8Q QUARTER SPRAY HEAD 8'
.25
30
0
TORO 570 Z-PRX-12P-COM-8H HALF SPRAY HEAD 8'
1 ,
.50
30 479
2
TORO 570 Z-PRX-12P-COM-12Q QUARTER SPRAY HEAD 12'
.50
30
3
TORO 570 Z-PRX-12P-COM-12H HALF SPRAY HEAD 12'
1.09
30
B
TORO 570 Z-PRX-6P-SB-2 180-PC2 STREAM BUBBLER 2X6'
.09
30 10
570 Z-PRX-6P-SB-90-PC2
l- 12"
its
(CONTRACTOR TO DECIDE IN FIELD WHICH BUBBLER TO INSTALL)
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00
�0
CONTRACTOR MUST USE TORO 570 ADJUSTABLE ARC NOZZLES OR 570 V-15
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NOZZLES TO AVOID OVERSPRAY AND INSURE FULL COVERAGE.
THE CONTRACTOR IS REQUIRED TO USE 570Z -COM (CHECK-O-MATIC)
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z
POP-UP BODY'S ON ANY HEADS ON A SYSTEM. WITH VOR GREATER THAN
U
ELEVATION CHANGE- OR AS NEEDED IN FIELD.
w
THE 8' SPRAY HEADS MAY BE SUBSTITUTED WITH 10' NOZZLES AS REQUIRED IN
o
�Da�
THE FIELD. ANY HEADS THE NEED A REDUCTION OF MORE THAN 50 % OF
THE
LISTED SPRAY PATTERN WILL REQUIRE TORO PCD SCREENS.
�1
RAIN BIRD 33 DLRC LOCKING W! RUBBER CAP, QUICK COUPLER. 15
O 'DATA INDUSTRIAL'- HFSM 200 FLOW SENSOR 1
NIBCO BRASS BALL VALVE (LINE SIZE) T-585-70 (3/4"-2-) 1 T-580-70-66 (2-314"-311
) 3 @ 2"
4" AND LARGER TO BE FEBCO NRS SERIES GATE VALVE - LINE SIZE.
IN
SUPERIOR 950 DW SERIES REMOTE CONTROL VALVE - SIZES INDICATED 16 @ 1
4 @ 111211
!2"
0 WATER METERS - REFER TO CIVIL PLAN I @ 2"
1 112" FESCO 825Y REDUCED PRESSURE BACKFLOW PREVENTER WI 2" WYE -STRAINER
® - SEE DETAILS
�B AUTOMATIC CONTROLLER LOCATION - SEE NOTE ON SHEET L-11. 1
2 112" GRISWORLD 2230 ( NORMALLY CLOSED) MASTER VALVE. INSTALL 1
DOWNSTREAM FROM FLOW SENSOR.
3454 LN. FT. @ 314"
PVC SCH 40 LATERAL LINE- 12" COVER IN PLANTING AREAS, 24" COVER UNDER PAVING. 754 LN. FT. @ 1"
- SIZES INDICATED.
45 LN. FT. @ 1114"
320 LN. FT. @ 1112"
- - - - - MAINLINE - SEE DETAIL FOR INSTALLATION DEPTHS. - SIZES INDICATED. 3282 LN. FT. @ 2'112"
Mainlines (pressurized) 1112 inch and smaller shall be Schedule 40 solvent -weld P.V.C.
Mainlines (pressurized) 2 inch through 3 inch shall be Class 315 solvent -weld P.V.C.
CONTRACTOR TO USE INSTALL THRUST BLOCKS TO 2" MAINLINE,
- - - PVC SCH 40 WIRE SLEEVE. 277 LN. FT.
- - - - - PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIA. OF PIPE ENCASED. - PROVIDE 277 LN. FT.
- - - - - SLEEVES UNDER HARDSCAPE (CONCRETE I ASPHALT IN EXCESS OF 4' WIDE).
NOTE:
* ALL CONTROL WIRE, LATERAL AND MAINLINE PIPE RUNS
TO BE INSTALLED IN SEPERATE SLEEVES.
* ALL SLEEVING TO BE SCH. 40 PVC.
* SIZING :
- WIRE SLEEVES, MUST BE OVERSIZED LEAVING AMPLE ROOM
FOR FUTURE WIRE ADDITIONS OR REPAIRS.
- PIPE SLEEVING TO BE 2 x DIAMETER OF PIPE ENCASED.
INDICATES STATION NUMBER
}c x` INDICATES CONTROLLER
X INDICATES GPM
INDICATES VALVE SIZE
IRRIGATION NOTES
DIAGRAMMATIC PLAN
THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED
AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN
PLANTING AREAS AND JOINT TRENCHES WHEREVER POSSIBLE.
SPRINKLER ADJUSTMENT REQUIRED
THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS
FOR OPTIMUM PERFORMANCE AND PREVENT OVERSPRAY ONTO WALKS AND
ROADWAYS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST
DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS. CONTRACTOR TO USE
PRESSURE COMPENSATING SCREENS WHEN RADIUS IS REDUCED MORE THAN FIFTY
PERCENT (50%).
FIELD CONDITIONS
DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE
DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR
GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE
CONTRACTING OFFICER. IN THE EVENT THAT THIS NOTIFICATION IS
NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY
REVISIONS REQUIRED.
SWING JOINTS
INSTALL ALL HEADS WITH DOUBLE OR TRIPLE SWING JOINTS, USING STREET ELLS,
AS PER DETAIL.
MINIMUM PRESSURE AND MAXIMUM GALLONS REQUIRED
THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATIONAL PRESSURE
AND A MAXIMUM DEMAND AT THE POINT OF CONNECTION, AS NOTED ON THE PLAN.
BEFORE INSTALLING THE SYSTEM, CHECK POINT OF CONNECTION AND IMMEDIATELY
NOTIFY CONTRACTING OFFICER IF PRESSURE IS NOT AS NOTED OR THE REQUIRED
GALLONS PER MINUTE IS NOT AVAILABLE.
WATER LINE UNDER PAVING
ALL MAINLINE UNDER PAVING SHALL BE INSTALLED 24" DEEP AND 36" DEEP UNDER ALL
ROADWAYS. ALL LATERAL LINES UNDER PAVING SHALL BE SCH 40 PVC AND INSTALLED 24" DEEP.
SYSTEM COVERAGE
THE IRRIGATION CONTRACTOR IS TO ADJUST HEAD LOCATIONS IN THE FIELD IN
ORDER TO GUARANTEE 100% COVERAGE. CONTRACTOR TO CONTACT THE
CONTRACTING OFFICER PRIOR TO ANY MAJOR CHANGE(S) RESULTING IN
ADDITIONAL COST TO THE OWNER.
PROVIEM 20 AMP -
2 POLK DRI AKM
POR Now
it WI= APPLICAI9L.t;s
60 A
2P
W/240
0 3W
12 CIR
PANNL
FINISH® GRADT7 j3"
4 Ja
40
C&ROUND POR RLWTRJCAi.
3/4v, t*
IRRIGiAMON CONI
MII:TdeR t I P
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t
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t r�
i
k
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A
NTS
NOM.
ALL PrIMM WIRD, ORO= WIRM ®TIG. SHALL B/
911RARATIkt1.Y GVW AND WNW WROUSPH
ONCL09= RAD WITH QCH 40 ROD COIS=IT
I�
b= OP NQUIPMO NT m 46"W X ISD X "" 1416H
AND
li = OP GONG. GLAD s DPW X 2*0 X D" THICK
WA4 SIMAR D AT 12 u Oa TYP
e" DIA. X 120 v
DOTflOMw" GROLNO 114"
WITH i=rORiCWAY GOVIiR,
FI" WITW PSA GRAVRt,
RM FIG
7'1PP. ""DIA X Im' CRIVW GROUND
, ROD FUR AR1'I" 260-8I
OI' I9W NIC
�-OMNSRAI.fWiVI&
PROVICM 100A McT/R AND SOARP MAIN CIO WHOM INDICATI C
WINCIUM
ON CPAWIN06
kWAXPRO4
GLAD
PROVIM PkIlOARD WHJU NVICATW ON DRAWNNG &
BACKFLOW DEVICE
PROVIM IRLIJOATION CONTROLLM CADJNW WHOM 1N0ICATI10
2 "
ON CRIAWINGJ&
GATE VA VE
TIIt<RMNA'R AT NXIDTION HANDHMA PIS@ I&CM GOMPrANY ReGi.
2
VIy PY IXACT LOCATION AND TIiRMINATION RSM WITH 6011 CO.
GONDNIt k+�0�!
PRIOR TO TRZICHM
alOwm ROD
I1116R+41.LATkOlrl
CONDUIT AND CONDIaatoR 151=6 AR! DAe9D ON NON OWALLW CONDUIT
s }" roN>7t�I3�
AND COPPM CONDUCTOR& WITH T1'iMd "Ni4N/T`14 N" INSULATION.
2
1/2"
CLASS 315 MAINLINE 1800'
iwACT LOCATION OP CONTROLUM 64ALL W AGIRI w
1
UPON DY 111iDIGM CITY L4NDOC:AP0 IN6FWTOR AND
CONTRACTOR PRIOR TO ANY TPMQGHIN* OR
PACRB
❑ WIRS PLACAMOiT
bTRJ�'
PVC LATERAL LINES
STR" BOX
MOORL NO. spa- 24WA20Y
l- 12"
its
�ONDIiIT ICOR
- •err,
ev
"Mop cONOUir spoa
WAA COINTWAXIM
IWilM
FRONT VIrW
NTe
CONTROLLER AND ENCLOSURE
POINT OF CONNECTION: 'B'
INSTALL A 11/2" (DOMESTIC) WATER METER - SEF CIVIL PLAN FOR LOCATION.
INSTALL A 11/2" FEBCO 825YA REDUCED PRESSURE TYPE BACKFLOW DEVICE.
INSTALL IN PLANTER AREAS AWAY FROM PEDESTRIAN TRAFFIC.
MASTER VALVE / PRESSURE REGULATOR TO BE SET @ 85 PSI
COORDINATE THESE LOCATIONS WITH CITY.
AVAILABLE PRESSURE : 69.71 PSI
DESIGN PRESSURE 68. 13 PS/
MAXIMUM DEMAND 26 GPM
F46 ZONE HGL (L 0 W 1786 TO HIGH 1812)
WATER METER 1625
WATER METER - FONTANA WATER DISTRICT (626) 448-6183 JACK SWE
RUSSELL OR CARLOS IN ENGINEERING DEPT.
IRRIGATION WORST CONDITION
STATIC PRESSURE.- 69.71 PSI @ 1625' ELEV.
1/ALVE.• B/8 GPM: 31
SIZE ITEM PSI
1
1/2 "
WA TER METER
0.4
1
1/2"
BACKFLOW DEVICE
12.0
2 "
Z
GATE VA VE
1.2
2
1/2"
MASTER VALVE
0.07
1
112-
FLOW SENSOR
0.2
2
1/2"
CLASS 315 MAINLINE 1800'
5.4
1
112-
REMOTE CONTROL VALVE
3.6
PVC LATERAL LINES
4.8
ELEVATION LOSS 0'
0
TOTAL SYSTEM LOSS 27.61
107 RESIDUAL PSI 2.8
IRRIGATION HEAD PRESSURE 30.00
TOTAL SYSTEM LOSS 60.41
AVAILABLE PRESSURE
RESIDUAL PSI
69.71 PSI
+ 9.30 PSI
/_ 6TRIP WIRD$ AFFR06C I31b" IROM MOB
I'3TI:P 1
TWIST 00NNI9CTOR LiNTIL WIRE IJQD RWACHRS BOTTOM
STW Z
MIX C-ONTM76 OF 69AI-IW PACK, MT 1/2 OW
IIID OF PACK AND INURT CONNECTOR TO
OPP08ITII l�ID
6T6IP 3
WRAP OPW 0C OF WiAL1hrjPA= WITH
Z, TAPS. ALLOW TO 68T LINTI1. RESIN Js"A
STUP 4
�eCOTCH' G"LINCe PArC.IC
WIRE CONNECTION
C l TY Oli FONTANA
IRRIGATION CONTROLI-OR STANDARD
FOR COP'MUNIT1e FACILITIM DISTRICTS
(CFID IS)
- 'Coro Sentinel controller Triata l led in an approved stainless steel
Sd ison meter box enclosure.
Fontana part # for a 3& station controller:
SS536 - 0 -MPEA * 10< - O51- VRA
Fontana part # for a 45 station controller:
E6549-u2-Mi=SA*10<-051- VRA
Conta ct6: ACjua Pic
Tom Ra d an
P?Ione # (805) Sgt - SgO9
Fax # (661) '118-0192
10a rk and L atidsca pe Development Section, Mme imeerim!@ Division
Community Development Department, Cita of Fontana (1/26/SS)
i
CITY OF FONTANA
LANDSCAPE PLANS
DRAWN BBEING SUMMIT AVENUE MEDIANS AS SHOWN
DESIGNED By, DATE
CIiECliEII BY, APPROVED HY�• � �M 1WG. NL11 •�
1� CITY ENGINEER R.C.E. 51152 EXP. DATE 3 926 1 Y14
511re%GAPE5
Landscape Architecture
and Planning
3195-B Airport Loop Drive
Costa Mesa. CA 92626
RIchard Polhamus, Ucsnsa CA -#2782
(949) 644-9374 (714) 210-3140 FAX
Na. REVISION
,& 02/17/04
Q lirnil of work revision
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