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MATCH LINE - SEE ABOVE RIGHT
MAINLINE NOTE:
MAINLINE SHOWN FOR GRAPHIC CLARITY. CONTRACTOR TO
INSTALL MAINLINE ADJACENT SHRUB PLANTING AREA 18" ± FROM
BACK OF SIDEWALK.
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SLEEVING NOTE:
CONTRACTOR TO SLEEVE ALL MAINLINE, LATERAL, AND WIRING
THAT CROSS ALL SIDEWALKS, STREETS AND OTHER HARDSCAPE.
TYPICAL SLEEVING NOTE:
CONTRACTOR TO LOCATE IRRIGATION SLEEVING IN LOCATIONS
WHICH WILL NOT INTERFERE WITH FUTURE TRAFFIC CONTROL
LIGHTING AND/OR EQUIPMENT. CONTRACTOR SHALL CONTACT
TRAFFIC ENGINEER FOR POSSIBLE FUTURE TRAFFIC LIGHT
LOCATIONS.
AS -BUILT MAINLINE LOCATION:
MAINLINE AND WIRE STREET CROSSING LOCATED 9' EAST OF
STOP SIGN.
Underground Service Alert
1=3• Call: TOLL FREE
((((� 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
MATCH LINE SEE BELOW LEFT
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OMITTED DURING CONSTRUCTION
TEMPORARY WATERING NOTE:
DEPENDENT ON SEASONAL RAINFALL AT TIME OF INSTALLATION,
CONTRACTOR TO PROVIDE WATER TO BASIN HYDROSEED
THROUGH MAINTENANCE PERIOD FOR ESTABLISHMENT &
GERMINATION OF SEED MIX.
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TRACT. # 16383
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LIMIT OF WORK
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AS -BUILT MAINLINE LOCATION:
AS -BUILT MAINLINE LOCATION:
MAINLINE AND VALVES NI
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7' 12'
LOCATED 12" FROM BACK OF
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WALK IN SHRUB AREA, TYP.
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AS -BUILT MAINLINE LOCATION:
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( I I -3 13
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OMITTED DURING CONSTRUCTION
TEMPORARY WATERING NOTE:
DEPENDENT ON SEASONAL RAINFALL AT TIME OF INSTALLATION,
CONTRACTOR TO PROVIDE WATER TO BASIN HYDROSEED
THROUGH MAINTENANCE PERIOD FOR ESTABLISHMENT &
GERMINATION OF SEED MIX.
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AS -BUILT MAINLINE LOCATION:
` MAINLINE AND WIRE STREET
CROSSING LOCATED 5' FROM
5' I MOWCURB.
1 1
1 1
1 1
1 1
1 1 y�4y
1 1 MAINLINE EXTENSION NOTE:
CONTRACTOR
EET-
EXTEND MAINLINE
I ANMD CA TO BACOK OF HC AMP A LONG
1 1 -
SOUTH SIDE OF'B' STREET.
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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 COORDDINATE 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 TO
REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE.
12. A_ LL_N_OZZLES_LO_CA_ .T-ED_IN_T_URF_A_REAS_T_0_B-E_INST-A_ LLED_0-N_TO-RO_5.70Z-6P_B_0_D_lES-UNLES-S_0_T-HERyY_ISE_NO_T_ED_._
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.
IRRIGATION LEGEND
SYM. MAL_UF.. MODEL_NUMBER D.ESCR P_T_LON RADIUS G..L'.M... P- S.I_.
O RAINBIRD 1812-SAM-PRS-15EST POP-UP SPRAY HEAD 4'x 15' 1.38 30-40
'F RAINBIRD 1812 -SAM -PRS -8Q POP-UP SPRAY HEAD 8' .25 30-40
V RAINBIRD 1812 -SAM -PRS -8H POP-UP SPRAY HEAD 8' .50 30-40
Z RAINBIRD 1812 -SAM -PRS -8F POP-UP SPRAY HEAD 8' 1.00 30-40
T RAINBIRD 1812-SAM-PRS-8VAN POP-UP SPRAY HEAD 8' .70 30-40
D RAINBIRD 1812 -SAM -PRS -10H POP-UP SPRAY HEAD 10' .80 30-40
'p` RAINBIRD 1812-SAM-PRS-10VAN POP-UP SPRAY HEAD 10' .80 30-40
V RAINBIRD 1812 -SAM -PRS -12H POP-UP SPRAY HEAD 12' 1.30 30-40
X RAINBIRD 1812 -SAM -PRS -12F POP-UP SPRAY HEAD 12' 2.60 30-40
'V' RAINBIRD 1812-SAM-PRS-12VAN POP-UP SPRAY HEAD 12' .70 30-40
® RAINBIRD 1812 -SAM -PRS -15Q POP-UP SPRAY HEAD 15' .90 30-40
® RAINBIRD 1812 -SAM -PRS -15H POP-UP SPRAY HEAD 15' 1.85 30-40
OO RAINBIRD 1812-SAM-PRS-15VAN POP-UP SPRAY HEAD 15' 1.85 30-40
RAINBIRD 1804 -SAM -PRS -1401 BUBBLER FLOOD 25 30
CONTRACTOR TO USE APPROPRIATE ARC DISCS TO PROVIDE 100% COVERAGE TO PLANTING AREAS.
CONTRACTOR TO USE 6" POP -UPS IN TURF AREAS.
CONTRACTOR MAY BE REQUIRED TO ADD SCREENS TO NOZZLES ON VALVES WITH HIGH GPM'S IN
ORDER TO COMPENSATE FOR LOWER WATER PRESSURE UPON AUTHORIZED CITY INSPECTOR'S
REQUEST.
PROPOSED 1 1/2" DOMESTIC WATER METER BY SBCWD.
DEVELOPER TO PAY ALL FEES AND PERMITS
3/4" I € ' R CONTRACTOR TO EXTEND 9 CONTROL ►t LINE -SIZE BALL VALVE
N ( I € ��,, () NIBCO T-113
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>� :o<« : > w :€ :`� ' ' WIRES AND (1) COMMON WIRE TO BACK 2" REDUCED PRESSURE BACKFLOW ,BACKFLOW ENCLOSURE:
' I I 1 I I ~' �, I OF HC RAMP ALONG SOUTH SIDE OF D FEBCO 825Y -BV -200
t t E € ' € 3/4° I I STRONG BOX MODEL #SBBC-45SS & CR
1 I E �B STREET.
_► _ SUPERIOR 950 DW SERIES BRASS ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN
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� , , ® CALSENSE M1.25B
€ I I< WILKINS 500 SERIES 2 PRESSURE REGULATOR
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2 I ( ; X Q RAINBIRD 33DLRC QUICK COUPLING VALVE (SUPPLY (2) KEYS TOTAL)
I °� R ''' A TORO ESB36-U2-MPEA1 TORO SENTINEL AUTOMATIC CONTROLLER
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tA-18� 23 I B TORO ES1336-U2-MPEA1 TORO SENTINEL AUTOMATIC CONTROLLER
LIMIT OF WORK
3/4° INIILT"RAT10€BASIN— 111 4111 1/4 A-18 1114 . _ _ _ _ 610K -OBI -VRA
1" 3/4° I; - I . • ® CACMBELL SCIENTIFIC TE525 TIPPING BUCKET RAIN GAUGE (HEAVY DUTY MODEL)
MV T Nos
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` ♦ APPROVED CL. 315 PVC MAINLINE, SIZE AS SHOWN, MIN. COVER 18"; USE CL. 315
3/4° - 3�4° „ I I rA,♦PVC FOR 2" AND LARGER. 24" MIN. AT STREET CROSSINGS
3/4"17 26
1 1/4" 3/4° 1 1 3/4° 1" 1 1/211 A-1' 11 , ♦ APPROVED CL. 200 PVC LATERAL LINE, SIZE AS SHOWN.12 MIN. COVER, 3/4 MIN. UNLESS OTHERWISE NOTED
# I , I i 1 3 - 1 11/4 ------
! I ( E '+ ------ APPROVED SCH. 40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, MIN.
TI ' COVER AS REQUIRED OR AS SHOWN.
r , I *BALL VALVE BALL VALVE • Q
t! i r I . ,� APPROVED SCH. 40 PVC WIRE SLEEVES, MIN. COVER AS REQUIRED UNLESS
' r I ; f 1 / • • OTHERWISE NOTED. SIZE AS SHOWN
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` REGULATOR
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MAINLINE AND VALVES LOCATED �� •
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*+ 12 FROM WALK IN PARKWAY • •
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ENCLOSURE
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410 AN. 11/4 P.O.C.'A'&'B' ENLARGEMENT
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AUTOMATIC CONTROLLER MATERIALS LIST:
CONTACT:
TOM RADEN
AQUA FLO
(805) 895-8909
(661) 718 -0192 -FAX
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AS -BUILT MAINLINE LOCATION:
LIMIT OF WORK
AS -BUILT MAINLINE LOCATION:
6" MAIN LINE SLEEVE
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0'
7' 12'
9'
6'
6' 4'
1' 3'
4
35'
REVISION DESCRIPTION
AND VALVES LOCATED•*��*�'�*�I�*��,,
CITY
MAINLINE AND VALVES LOCATED*�'*
14 2" WIRE SLEEVE
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18" FROM WALK IN PARKWAY
LAWN AREA, TYP.
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LAWN AREA, TYP.
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SPLICE 16
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BOX 111
-VALVE OMITTED DURING CONSTRUCTION
VALVE RENUMBERED DURING CONSTRUCTION
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1 1/2"
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IRRIGATED PLANTING AREA OMITTED rA19 26 1 A-20 23 A 20 27
DURING CONSTRUCTION, SIDEWALK
1114 1114 J` 1114"
I POURED TO WALL
AUTOMATIC CONTROLLER 'A': AUTOMATIC CONTROLLER 'B':
AUTOMATIC CONTROLLER LOCATION: CONTRACTOR TO AUTOMATIC CONTROLLER LOCATION: CONTRACTOR TO
INSTALL A TORO SENTINEL (SEE LEGEND FOR MODEL INSTALL A TORO SENTINEL (SEE LEGEND FOR MODEL
NO.) IN A METERED STAINLESS STEEL ENCLOSURE. OWNER NO.) IN A METERED STAINLESS STEEL ENCLOSURE. OWNER
TO PROVIDE 120 VOLT CONTINUOUS POWER CIRCUIT TO TO PROVIDE 120 VOLT CONTINUOUS POWER CIRCUIT TO
THIS LOCATION. IRRIGATION CONTRACTOR TO PROVIDE THIS LOCATION. IRRIGATION CONTRACTOR TO PROVIDE
CONTROLLER AND COORDINATE CONTROLLER POWER CONTROLLER AND COORDINATE CONTROLLER POWER
CONNECTION. CONTRACTOR SHALL PROVIDE ALL CONNECTION. CONTRACTOR SHALL PROVIDE ALL
NECESSARY EQUIPMENT TO MAKE THIS SYSTEM OPERATIONAL. NECESSARY EQUIPMENT TO MAKE THIS SYSTEM OPERATIONAL.
POINT OF CONNECTION 'A' :
MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF
PROPOSED 1 1/2" DOMESTIC METER. EXTEND NEW TYPE "K" COPPER
PIPE (OR AS PER LOCAL CODE) AND INSTALL (1) 2" REDUCED
PRESSURE BACKFLOW, 2" PRESSURE REGULATOR, 1 1/411 FLOW
METER, AND LINE -SIZE GATE VALVES. EXTEND EXISTING
PRESSURIZED MAINLINE TO VALVES AS SHOWN.
EXISTING STATIC PRESSURE 81-88PSI
SYSTEM DESIGN PRESSURE 59 PSI
MAXIMUM GPM DEMAND 28 GPM
POINT OF CONNECTION 'B' :
MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF
PROPOSED 1 1/2" DOMESTIC METER. EXTEND NEW TYPE "K" COPPER
PIPE (OR AS PER LOCAL CODE) AND INSTALL (1) 2" REDUCED
PRESSURE BACKFLOW, 2" PRESSURE REGULATOR, 1 1/4" FLOW
METER, AND LINE -SIZE GATE VALVES. EXTEND EXISTING
PRESSURIZED MAINLINE TO VALVES AS SHOWN.
EXISTING STATIC PRESSURE 80-88PSI
SYSTEM DESIGN PRESSURE 51 PSI
MAXIMUM GPM DEMAND 21 GPM
IT OF WORK
VALVE SIZING KEY
VALVE #10GPM
3/4" VALVE SIZE
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PLAN CROSS REFERENCES
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FOR NOTES AND LEGENDS, SEE THIS SHEET
FOR IRRIGATION DETAILS, SEE SHEET L-5
FOR IRRIGATION SPECIFICATIONS, SEE SHEET L-9
FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2
FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-6
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SHEET KEY MAP
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L A N D S C A P E
ARCHITECTURE
SITE PLANNING
102 21-A Tradema rk Stre et
Rancho Cucamonga, CA 91730
(909] 484-2800
Fax ( 909] 484-2802
of R rip,
y 0 • Richard Krumwiede
CA Lic. # 2834
AZ Lic. # 29115
NV Lic.# 446
~yaer s6 TX.Lic.# 1884
PND S C A PFq
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AS -BUILT RECORD DRAWING
10-14-10
CITY OF FONTANA, CALIFORNIA
K vFvN BY:
MEADOWOOD
TRACT. # 16383
MMUNITY C11 ITIES DISTRICT
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DESIGNED BY:
KPF
DATE:
10/3/06
CHECKED BY:
JRC/KPF
APPROVEY: DAAc 6 . ��(
CfTY ENGINEER R.C.E. 51152 EXP. DATE 12f31/06
CITY
DWG. NO.:
4155
4
REV
REVISION DESCRIPTION
DATE
CITY
DATE
0601-5
L-4
4 OF 49 SHTS.