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�. ♦� 314' 3/4i ■ IRRIGATION NOTES
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a ♦�$ I 1. THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED
s • I AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING
r • ; AREAS WHEREVER POSSIBLE.
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2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE
154
o ° 1 DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE'-"" - - -
• Ck r j DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S
r _ r AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT
all PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR REVISIONS
s j NECESSARY.
♦ s 3/4"
3/4' r ! 3. SYSTEM DESIGN IS E3ASED ON MINIMUM OPERATING PRESSURE SHOWN AT EACH
* 10 • r i ! POINT OF CONNECTION WITH MAXIMUM GPM DEMAND SPECIFIED. IRRIGATION CONTRACTOR
- am ma• ' < ,I SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION TO OWNER'S
TYPICAL P.O.C 'CETAIL ' D ►„ ' I CONSTRUCTION REPRESENTATIVE.
, � 1
1 4. IT IS THE RESPONS1131LITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF
AUTOMATIC CONTROLLER 'C': p I I 04♦1 I WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, CURBS, ETC. HE 21
SHALL COORDINATE ALL HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB -
AUTOMATIC CONTROLLER LOCATION: CONTRACTOR TO '�--.... p " ! CONTRACTORS FOR LQCATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADS,
INSTALL A TORO NETWORK 8000 (SEE LEGEND FOR MODEL 1 M I PAVING AND STRUCTURES.
NO.) IN A METERED STAINLESS STEEL ENCLOSURE. OWNER'
TO PROVIDE 120 VOLT CONTINUOUS POWER CIRCUIT TO C I p I I ; ( 5. MAINLINE FEEDER BETWEEN POINT OF CONNECTION, METER, AND BACKFLOW
THIS LOCATION., IRRIGATION CONTRACTOR TO PROVIDE4® C-7 3/a' I I ®. i PREVENTER TO BE OF MATERIAL REQUIRED BY CURRENT WATER DISTRICT.
CONTROLLER AND COORDINATE CONTROLLER POWER
CONNECTION, CONTRACTOR SHALL PROVIDE ALL1112" _• j 6. FINAL LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSURE AND THE BACKFLOW
NECESSARY EQUIPMENT TO MAKE THIS SYSTEM OPERATIONAL. 1„ PREVENTION DEVICE SHALL BE APPROVED BY THE CITY'S AND OWNERS
■ .14 �,� ! REPRESENTATIVE, AND/OIR LANDSCAPE ARCHITECT, WHERE APPLICABLE.
28 -
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GO 3/4" 3/4° 21;2" 'r 7. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN, THE IRRIGATION CONTRACTOR
1--y- ! 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
r-- j REPRESENTATIVE, IF REQUIRED TO OPERATE SYSTEMS. 54 C-4
POINT OF CONNECTION 'C': ,
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! 8. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR
MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF NEW 2° ' '' w I MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, STREETS, AND
DOMESTIC WATER METER. EXTEND NEW TYPE "K" COPPER PIPE (OR AS - I BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST NOZZLE
PER LOCAL CODE) AND INSTALL (1) 2" PRESSURE REGULATOR, 1 RADIUS TO FIT UNUSUAL SITE CONDITIONS FOR APPROVAL PURPOSES AT NO EXTRA
(1) 2 REDUCED PRESSURE BACKFLOW, (1) 11/4 FLOW METER, (1) 2 MASTER I CHARGE, CALL LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE FOR ANY COVERAGE 44
C-5
VALVE, AND (2) LINE -SIZE GATE VALVES. EXTEND NEW PRESSURE i TESTS. 1112"
MAINLINE TO VALVES AS SHOWN. fi
K4" 3/4"LO
° r N 9, QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND IN THE SPECIFICATIONS.
3/4" 47 c -s
STATIC WATER PRESSURE: 97-108 PSI � / I
SYSTEM DESIGN PRESSURE: 81 PSI r I 10. CLEAN-UP ON A DAILY BASIS PER OWNER'S REPRESENTATIVE'S APPROVAL.
MAXIMUM IRRIGATION DEMAND: 54 GPM r 2"
1< r ! 11. CONTRACTOR TO INSTALL PCD SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS
1 TO PROVIDE 100% COVERAGE TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS
3/4" /�" MUCH AS POSSIBLE.
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f i I r I 12. ALL NOZZLES LOCA? ED IN TURF AREAS TO BE INSTALLED ON TORO 570Z -6P BODIES
I W UNLESS OTHERWISE NOTED.
54 C-7 < " I 13. CONTRACTOR TO INSTALL EXTRA CONTROL PILOT WIRES FROM EACH CONTROLLER
2rr I ( I Z ; AND LOOPED UP INTO EACH VALVE BOX (24" COIL TO THE END OF SYSTEM. THE EXTRA
< W WIRES SHALL BE IDENTIFIED AS EXTRA AND NUMBERS WITH TAGS AT EACH VALVE BOX
AND AT ALL CONTROLLERS.
54 C-8 I a'
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54 C-9
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34" 11104' 1 " 3/4" r Ip I
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L�.-�■="3/41" 1 c1" ''1"_3/4" 314
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w ■ 4" SLEEVE I 8" SLEEVE
40 U N E RWOO D DR. --- --- 41- --- - - - --- - - - - - '-------------
24_ �.._._._ +-- ._._._._ --- - --- - - - -i - -
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• MAINLINE MOTE:
1„ fib �� CONTRACTOR TO REFER TO PLANS PREVIOUSLY PREPARED BY
•
f� G2 2� - A.D.G. FOR MAINLINE SERVICE FROM SOUTH OF UNDERWOOD DR.
)NTRACTOR TO LOCATE IRRIGATION SLEEVING IN LOCATION;
HICH WILL NOT INTERFERE WITH FUTURE TRAFFIC CONTROL
3HTING AND/OR EQUIPMENT. CONTRACTOR MAY CONTACT
1AFFIC ENGINEER FOR POSSIBLE FUTURE TRAFFIC LIGHT
Vwtii-....Vt .7V . i -i.
CONTRACTOR TO SLEEVE ALL MAINLINE, LATERAL, AND
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IRRIGATION LEGEND
37 C-1
SY�i( MANUE, MODEL NUMBER DESCRIPTION RADIUS C P.M. RS.I. 0
1112" i
6- TORO 570Z -12P -COM -50 POP-UP SPRAY HEAD 5' .10 30-40
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o TORO 570Z -12P -COM -5H POP-UP SPRAY HEAD 5' .20 30.400
4 3/a" 1"
VK TORO 5702 -12P -COM -5V POP-UP SPRAY HEAD 5' .40 30.403i4" 3/4" , I I
kL TORO 570Z -12P -COM -8Q POP-UP SPRAY HEAD 8' .25 30.40
TORO 570Z -12P -COM -8H POP-UP SPRAY HEAD 8' .45 30-40 ! I
TORO 570Z -12P -COM -8F POP-UP SPRAY HEAD 8' 1.00 30-40 r I
< rP
TORO 570Z -12P -COM -8V POP-UP SPRAY HEAD 8' .70 30-40 13/a r a"
TORO 570Z -12P -COM -100 POP-UP SPRAY HEAD 10' .40 30.40 < v
V TORO 570Z -12P -COM -10H POP-UP SPRAY HEAD 10' .70 30.40 r !
TORO 570Z -12P -COM -10F POP-UP SPRAY HEAD 10' 1.50 30.40 ® j
' TORO 570Z -12P -COM -10V POP-UP SPRAY HEAD 10' .80 30.40
b TORO 570Z -12P -COM -120 POP-UP SPRAY HEAD 12' .50 30-40 -�- w ■ I
�7 TORO 570Z -12P -COM -12H POP-UP SPRAY HEAD 12 1.10 30.40 ■
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O TORO 570Z -12P -COM -12F POP-UP SPRAY HEAD 12' 2.20 30-40 3/a" 3/a;' r TV)
' TORO 570Z -12P -COM -12V POP-UP SPRAY HEAD 12' .70 30.40 •' i
TORO 570Z -12P -COM -15Q POP-UP SPRAY HEAD 15' .85 30-40
1 3/4�I_ 3/4"
TORO 570Z -12P -COM -15H POP-UP SPRAY HEAD 15' 1.65 30-40 t I
3/4'
6 TORO 570Z -12P -COM -15F POP-UP SPRAY HEAD " 15' 3.60 30.40 15 /4' 3/a° ■ I I
t' TORO 570Z -12P -COM -15V POP-UP SPRAY HEAD 15' .90 30-40 j■ I t i
B TORO 570Z•12P CQM-4EST POP-UP SPRAY HEAD 4'X15' 45
30-40 it '
B TORO 570Z-12P-COM-4SST POP-UP SPRAY HEAD 4'X30' .90 30-40
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*CONTRACTOR TO USE APPROPRIATE ARC DISCS TO PROVIDE 100% COVERAGE TO PLANTING AREAS.
*CONTRACTOR TO INSTALL 12"- HIGH POP STREAM SPRAY W/ 25 -ADJUSTABLE (OMNI) NOZZLE AT BOTTOM OF ALL
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SLOPES SHOWN IN GRAY. i
CONTRACTOR TO USE 6" POP -UPS IN TURF AREAS. 3
M� PROPOSED. -- - ma-- am am<
2 DOMESTIC WATER METER BY SBCWD. DEVELOPER 3/a° "
TO PAY ALL FEES AND PERMITS 3/4" 1 i 1
NIBOO T-.113 LINE -SIZE GATE VALVE
WILKINS 500 SERIES 2" PRESSURE REGULATOR DEVICE 1"
FEBCO 825Y -BV -200 2" REDUCED PRESSURE BACKFLOW', BACKFLOW ENCLOSURE: p
STRONG BOX MODEL #SBBC-45SS & CR
SUPERIOR 950 SERIESp !
BRASS ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN 16 p I
DATA INDUSTRIAL FM1.25B 1.1/4" FLOW METER } p Lij i
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54 C-2 rt'cY)
® SUPERIOR 3000 SERIES 2" NORMALLY CLOSED ELECTRIC GLOBE (MASTER VALVE) 2rr 1"1
I
8 RAINBIRD 33DNP/33DK QUICK COUPLING VALVE (SUPPLY (2) KEYS TOTAL) 11/2' 1" 21/2°
/4"
ff
TORO 8000 NETWORK 8000 AUTOMATIC CONTROLLER 3!4"J ° I I > I
TORO 8000 NETWORK 8000 AUTOMATIC CONTROLLER I 1" ° I I < j
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O1;�j TORO 8000 NETWORK 8000 AUTOMATIC CONTROLLER p
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TORO 8000 NETWORK 8000 AUTOMATIC CONTROLLER , I I -- I
am
OE TORO 8000 NETWORK 8000 AUTOMATIC CONTROLLER 1„ B ■ I I ,� i
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F TORO 8000 NETWORK 8000 AUTOMATIC CONTROLLER , I
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TORO 8000 NETWORK 8000 AUTOMATIC CONTROLLER 1 # I I �✓
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CAMBELL SCIENTIFIC TE525 TIPPING BUCKET RAIN GUAGE (HEAVY DUTY MODEL)
DRAWN KPF BY.
SYCAMORE HILLS
TRACT. #'s 16074 & 16232
SCALE:
0.Q11 .1
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DESIGNED BY:
INC.
CONE_ LAITY FACILIT ES DISTRICT
DATE:
6/20/02
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® - APPROVED EXISTING EXISTING MAINLINE, SIZED AS SHOWN.
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APPROVED CL. 315 PVC MAINLINE, SIZE AS SHOWN, MIN. COVER 18"; USE CL. 315
-- W CITY ENGINEER R.C.E. 51152 EXP, DATE 12/31/02
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PVC FOR 2" AND LARGER. 24" MIN. AT STREET CROSSINGS
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APPROVED CL. 200 PVC LATERAL LINE, SIZE AS SHOWN. 12" MIN. COVER
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- •= APPROVED SCH. 40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, MIN.
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COVER AS REQUIRED OR AS SHOWN.
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APPROVED SCH. 40 PVC 4" WIRE SLEEVES, MIN. COVER AS REQUIRED UNLESS
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m
3/4"
4"
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OTHERWISE NOTED.
* BACKFLOW ENCLOSURE MODEL # AND AVAILABILITY:
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STRONG BOX MODEL # SBBO-458S & CR
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CONTACT:
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STEVEN REED
3/4"
3/4°
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(909)371-8401
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SHEET IK
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�(�"•" "" -'`°' • "'"TORREYPINE STREET""' "- • -"• -0 1 1
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Underground Service
Alert o f
- VALVE
SIZING KEY PLAN CROSS REFERENCESt 1..
r 4,Call: TOLL FREE
VALVE# 1 10 -GPM FOR NOTES AND LEGENDS, SEE THIS SHEET �
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FOR DETAILS, SEE SHEET D-2 SCALE: N.T.S. ._„ -.�. -RONE
% 314" VALVE SIZE
FOR SPECIFICATIONS, SEE SHEET S-2 I 41
422-4133 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET C-2
FOR CORRESPONDING PLANTING PLAN, SEE SHEET P -2 --m-'•-- ---� - -===� �- -•
TWO WORKING DAYS BEFORE YOU DIG
UNDERWOOD DRIVE:
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LANDSCAPE
ARCHITECTURE
SITE PLANNING
10621 Church St., Suite 106
Rancho Cucamonga, CA 91730
(909) 484-2800
Fax (909) 484-2802
`"A''R Richard Krumwiede
�> -A Lic. #2834
"7+ �1 AZ Lic. # 29115
o NV Lic # 446
0 TX Lic, #1884
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C11TV OF FOIrIl"ll"AnIA, CALIFOR11,91A
DRAWN KPF BY.
SYCAMORE HILLS
TRACT. #'s 16074 & 16232
SCALE:
0.Q11 .1
I'=
DESIGNED BY:
KPF
CONE_ LAITY FACILIT ES DISTRICT
DATE:
6/20/02
CHECKED BY:
APP Y'
DATE:
DWG. NO.:
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-- W CITY ENGINEER R.C.E. 51152 EXP, DATE 12/31/02
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C11TV OF FOIrIl"ll"AnIA, CALIFOR11,91A
DRAWN KPF BY.
SYCAMORE HILLS
TRACT. #'s 16074 & 16232
SCALE:
0.Q11 .1
I'=
DESIGNED BY:
KPF
CONE_ LAITY FACILIT ES DISTRICT
DATE:
6/20/02
CHECKED BY:
APP Y'
DATE:
DWG. NO.:
9
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-- W CITY ENGINEER R.C.E. 51152 EXP, DATE 12/31/02
3230
19
0015-5
OF SHTS.