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24 - _ - - _ - . - _ �- -� CONTRACTOR TO CONNECT TURF HEAD TO VALVE D-17 WITH IN
- �' ----------------- � " - - - - - � + � ■ SAME PLANTER. FOR ADDITIONAL INFORMATION SEE PLANS
41 PREPARED FORTRACT 16232 BY A.D.G.
® CONTRACTOR TO INSTALL LINE SIZE GATE VALVE AND CAP �oaNl�i�'�� �� p 1�
■ END OF MAINLINE FOR FUTURE IRRIGATION. CONTRACTOR -�Z� NON I /��- s �{�. �'I �r(� ffvf o 1 1 co MAIN mv�
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LIMIT OF WORK
CONTRACTOR TO INSTALL LINE SIZE GATE VALVE AND CAP
END OF MAINLINE FOR FUTURE IRRIGATION. CONTRACTOR
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IRRIGATION NOTES
1. THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED
AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING
AREAS WHEREVER POSSIBLE.
2. 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 OWNER'S
AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT
PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR REVISIONS
NECESSARY.
3. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT EACH
POINT OF CONNECTION WITH MAXIMUM GPM DEMAND SPECIFIED. IRRIGATION CONTRACTOR
SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION TO OWNER'S
CONSTRUCTION REPRESENTATIVE.
4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF
WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, CURBS, ETC.. HE
SHALL COORDINATE ALL HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB -
CONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADS,
PAVING AND STRUCTURES.
5. MAINLINE FEEDER BETWEEN POINT OF CONNECTION, METER, AND BACKFLOW
PREVENTER TO BE OF MATERIAL REQUIRED BY CURRENT WATER DISTRICT.
6. FINAL LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSURE AND THE BACKFLOW
PREVENTION DEVICE SHALL BE APPROVED BY THE CITY'S AND OWNER'S
REPRESENTATIVE, AND/OR LANDSCAPE ARCHITECT, WHERE APPLICABLE.
7. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN, THE IRRIGATION CONTRACTOR
SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SLEEVES OF SUFFICIENT
SIZE UNDER ALL PAVED AREAS PRIOR TO PAVING UPON APPROVAL OF THE OWNER'S
REPRESENTATIVE, IF REQUIRED TO OPERATE SYSTEMS.
8. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR
MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, STREETS, AND
BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST NOZZLE
RADIUS TO FIT UNUSUAL SITE CONDITIONS FOR APPROVAL PURPOSES AT NO EXTRA
CHARGE. CALL LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE FOR ANY COVERAGE
TESTS.
9. QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND IN THE SPECIFICATIONS.
10. CLEAN-UP ON A DAILY BASIS PER OWNER'S REPRESENTATIVE'S APPROVAL.
11. CONTRACTOR TO INSTALL PCD SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS
TO PROVIDE 100% COVERAGE 70 REDUCE OVERTHROW ONTO WALLS AND WALKS AS
MUCH AS POSSIBLE.
12. ALL NOZZLES LOCATED IN TURF AREAS TO BE INSTALLED ON TORO 5702.6P BODIES
UNLESS OTHERWISE NOTED.
13. CONTRACTOR TO INSTALL EXTRA CONTROL PILOT WIRES FROM EACH CONTROLLER
AND LOOPED UP INTO EACH VALVE BOX (24" COIL) TO THE END OF SYSTEM. THE EXTRA
WIRES SHALL BE IDENTIFIED AS EXTRA AND NUMBERS WITH TAGS AT EACH VALVE BOX
AND AT ALL CONTROLLERS.
Underground Service Alert
Call: TOLL FREE
1=800
42;2`4133
TWO WORKING DAYS BEFORE YOU DIG
IRRIGATION LEGEND
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DRAWN BY:
SYCAMORE HILLS
SCALE:
EQUIPONmENT
LEGEND-FOIA-P.O.C. 'D'
SYM.
MANUR
MODEL NUMBER
DESCRIPTION
RADIUS
G.P.M.
P.S.I.
( EXIST.)
Fm_�
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EXISTING 2" DOMESTIC WATER METER BY SBCWD.
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DEVELOPER TO PAY ALL FEES AND PERMITS
6 -TORO
5702 -12P -COM -50
POP-UP SPRAY HEAD
5'
.10
30-40
NIBCO
T-113
LINE -SIZE GATE VALVE
o
TORO
5702 -12P -COM -5H
POP-UP SPRAY HEAD
5'
.20
30-40
6-
( EXIST.)
WILKINS
500 SERIES
EXISTING 2" PRESSURE REGULATOR DEVICE
TORO
570Z -12P -COM -8Q
POP-UP SPRAY HEAD
8'
.25
30-40
®
TORO
5702 -12P -COM -8H
POP-UP SPRAY HEAD
8'
.45
30-40
( EXIST.)
FEBCO
825Y -BV -200
EXISTING 2" REDUCED PRESSURE BACKFLOW, BACKFLOW ENCLOSURE:
X
TORO
5702 -12P -COM -8F
POP-UP SPRAY HEAD
8'
1.00
30-40
STRONG BOX MODEL #SBBC-45SS & CR
V
TORO
5702 -12P -COM -8V
POP-UP SPRAY HEAD
8'
.70
30-40
SUPERIOR
950 SERIES
.BRASS ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN
V
TORO
570Z -12P -COM -1 OH
POP-UP SPRAY HEAD
10'
.10
30-40
( EXIST.)
®
DATA INDUSTRIAL
FM1.25B
EXISTING 1.1/4" FLOW METER
TORO
570Z -12P -COM -10F
POP-UP SPRAY HEAD
10'
1.30
30-40
( EXIST.)
SUPERIOR
3000 SERIES
EXISTING 2" NORMALLY CLOSED ELECTRIC GLOBE (MASTER VALVE)
TORO
5702 -12P -COM -10V
POP-UP SPRAY HEAD
10'
.80
30-40
•
$�
TORO
570Z -12P -COM -12H
POP-UP SPRAY HEAD
12'
1.10
30.40
RAINBIRD
33DNP/33DK
QUICK COUPLING VALVE (SUPPLY (2) KEYS TOTAL)
O
TORO
5702 -12P -COM -12F
POP-UP SPRAY HEAD
12'
2.20
30-40
jiffiTORO
8000
EXISTING NETWORK 8000 AUTOMATIC CONTROLLER
TORO
'570Z -12P -COM -12V
POP-UP SPRAY HEAD
12'
.70
30-40
( EXIST.)
®
CAMBELL SCIENTIFIC
TE525
EXISTING TIPPING BUCKET RAIN GUAGE (HEAVY DUTY MODEL)
TORO
570Z -12P -COM -150
POP-UP SPRAY HEAD
15'
.85
30.40
INC.
TORO
570Z -12P -COM -15H
POP-UP SPRAY HEAD
15'
1.65
30.40
APPROVED
CL, 315 PVC
MAINLINE, SIZE AS SHOWN, MIN. COVER 18"; USE CL. 315
TORO
570Z -12P -COM -15V
POP-UP SPRAY HEAD
15'
2.50
30-40
PVC FOR 2" AND LARGER. 24" MIN. AT STREET CROSSINGS
*NOTE:
APPROVED
CL. 200 PVC
LATERAL LINE, SIZE AS SHOWN. 12" MIN. COVER
CONTRACTOR TO USE 6" POP -UPS IN TURF AREAS.
APPROVED
SCH. 40 PVC
SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, MIN.
COVER AS REQUIRED OR AS SHOWN.
APPROVED
SCH. 40 PVC
4" WIRE SLEEVES, MIN, COVER AS REQUIRED UNLESS
OTHERWISE NOTED.
EXISTING POINT OF CONNECTION 'D' :
MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF EXISTING
CAPPED MAINLINE AS SHOWN ( EXISTING 2" DOMESTIC METER, 2" PRESSURE
REGULATOR, 2" REDUCED PRESSURE BACKFLOW, 11/4" FLOW METER, 2" MASTER
VALVE, AND LINE -SIZE GATE VALVES). EXTEND EXISTING PRESSURIZED
MAINLINE TO VALVES AS SHOWN.
STATIC WATER PRESSURE: 97-108 PSI
SYSTEM DESIGN PRESSURE: 75 PSI
MAXIMUM IRRIGATION DEMAND: 44 GPM
EXISTING AUTOMATIC CONTROLLER 'D':
EXISTING AUTOMATIC CONTROLLER'D' LOCATION ON THE SOUTH
SIDE OF SANTA ANA AVE. 650 FT WEST OF MAHOGANY DR. TORO
NETWORK 8000 IN A METERED STAINLESS STEEL ENCLOSURE.
CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT TO
MAKE THIS SYSTEM OPERATIONAL.
TYPICAL SLEEVING NOTE:
CONTRACTOR TO LOCATE IRRIGATION SLEEVING IN -LOCATIONS
WHICH WILL NOT INTERFERE WITH FUTURE TRAFFIC CONTROL
LIGHTING AND/OR EQUIPMENT. CONTRACTOR MAY CONTACT
TRAFFIC ENGINEER FOR POSSIBLE FUTURE TRAFFIC LIGHT
LOCATIONS.
SLEEVING NOTE:
CONTRACTOR TO SLEEVE ALL MAINLINE, LATERAL, AND
WIRING THAT CROSSES ALL SIDEWALKS.
FOR PRESSURE LOSS CALCULATION INFORMATION, SEE SHEET L-9.
PCD SCREEN (VOTE:
CONTRACTOR MAYBE REQUIRED TO ADD SCREENS TO NOZZLES
ON VALVES WITH HIGH GPM'S IN ORDER TO COMPENSATE FOR
LOWER WATER PRESSURE UPON AUTHORIZED CIN INSPECTOR'S
REQUEST.
VALVE SIZING KEY PLAN -CROSS REFERENCES
VALVE # y gyp. -GPM FOR NOTES AND LEGENDS, SEE THIS SHEET
FOR DETAILS, SEE SHEET L-9
3/4" VALVE SIZE FOR SPECIFICATIONS, SEE SHEET L-14
FOR CORRESPONDING CONSTRUCTION PLAN; SEE SHEET L-2
FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-10
FOR IRRIGATION MASTER PLAN, SEE SHEET L-8
SHEET KEY MAP
SANTA ANA AVE., -_!r z_!rz . m,¢
_Fn,
60 161 162 1
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7
102
103
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CITY OF FONTANA, CALIFORNIA
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SYCAMORE HILLS
SCALE:
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ENGINEER R.C.E. 51152 EXP. DATE 12/31/053552
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LAI�IDSCAPE
ARCH I T E C T U R E
SITE PLANNING
10221-A Trademark Street
Rancho Cucamonga, CA 91730
19091 484-2800
Fax' (909) 484-2802
Richard Krumwiede
CA Lic. #2834
AZ Lic. # 29115
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YW Lic. # 446
'� 'iX. Lic. #1884
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JOB NUMBER
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