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JURUPAAVE________________________________________^___________---____-■
---_--.--------.__._----__ - . -...._. � ___.._ - ---- .--- -�-
LIMIT OF WORK
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Cf) r� 4" SLEEVE I �' - d 2 Z•5
1
B B-25 50
M -27 54 B-26 33 t 2„
W 1 8-28 50 211 11/2"
.J ® 211 2y•5
�JUR�PA AVE '
MAINLINE EXTENSION NOTE.
CONTRACTOR TO CONNECT AND EXTEND MAINLINE FROM CAPPED
~ ® 3" MAINLINE AS SHOWN.CONTRACTOR TO EXTEND EXISTING EXTRA
-----------------------------r_rrr_----- - ------=.:..:.:=====--_.-^------ -- -------_-== CONTROL I
� ____r_____r_____..____r_______.'23 ___ ��- WRESANDCONNECTNEWVALVESTOEXISTING
�. _ _ _ _ r _ - _ _ _ _ _ _ _ _ r _ -�---_----.-_--- ----_-.-_---_-r-.---I_-_^----_^_^--_-_----�--.- CONTROLLER "B", LOCATED ON NORTH SIDE OF JURUPA AVE., 350
_.�_---.._..._.._ ._._ . . _ .-.� �._._- - _.._---------------�------- -�� FT. EAST OF VOLANTE DR.
r r - - - - - _ r _ - _ _ - - - - - r _ - - - - - - - r _ r _ - _ r _ _--- r _ r .+wr ' � r _ r _ - _ r _ - _ _ _ r r r r r
Underground Service Alert
Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
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
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
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. IRRIGAINON 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. ALL NOZZLES LOCATED IN TURFAREAS 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.
IRRIGATION'LEGEND
SYM.
MANUR
MODEL NUMBER
DESCRIPTION
b-
TORO
570Z -12P -COM -5Q
POP-UP SPRAY HEAD
o
TORO
570Z -12P -COM -5H
POP-UP SPRAY HEAD
W
TORO
570Z -12P -COM -5V
POP-UP SPRAY HEAD
6--
TORO
570Z -12P -COM -8Q
POP-UP SPRAY HEAD
®
TORO
570Z -12P -COM -8H
POP-UP SPRAY HEAD
)9(
TORO
570Z -12P -COM -8F
POP-UP SPRAY HEAD
FEBCO
TORO
570Z -12P -COM -8V
POP-UP SPRAY HEAD
oy
TORO
570Z -12P -COM -10Q
POP-UP SPRAY HEAD
V
TORO
570Z-1 2P -COM -1 OH
POP-UP SPRAY HEAD
SUPERIOR
TORO
570Z-1 2P -COM -1 OF
POP-UP SPRAY HEAD
+
TORO
570Z -12P -COM -10V
POP-UP SPRAY HEAD
10'
TORO
570Z -12P -COM -120
POP-UP SPRAY HEAD
SUPERIOR
TORO
570Z -12P -COM -12H
POP-UP SPRAY HEAD
O
TORO
570Z -12P -COM -12F
POP-UP SPRAY HEAD
10'
TORO
570Z -12P -COM -12V
POP-UP SPRAY HEAD
RAINBIRD
TORO
570Z -12P -COM -15Q
POP-UP SPRAY HEAD
TORO
570Z -12P -COM -15H
POP-UP SPRAY HEAD
e
TORO
570Z -12P -COM -15F
POP-UP SPRAY HEAD
TORO *
TORO
57OZ-1 2P -COM -1 5V
POP-UP SPRAY HEAD
®
TORO
570Z-12P-COM-4EST
POP-UP SPRAY HEAD
B
TORO
570Z-12P-COM-4SST
POP-UP SPRAY HEAD
* NOTE:
CONTRACTOR TO USE 6" POP -UPS IN TURF AREAS.
RADIUS
G.P.M.
P.S.I.
(EXIST.) FM
EXISTING
5'
.10
30.40
r�
KPF
�Jo�
5'
.20
30-40
DWG, NO.:
NIBCO
T-113
5'
.40
30-40
(EXIST.)
WILKINS
500 SERIES
8'
.25
30.40
(EXIST.) )
FEBCO
825 -Y -BV -2.0
8'
.45
30.40
e C0
8'
1.00
30-40
SUPERIOR
950 SERIES
8'
.70
30-40
(EXIST.) ®
DATA INDUSTRIAL
FM1.25B
10'
.40
30-40
(EXIST.) ®
SUPERIOR
3000 SERIES
10'
.70
30-40
10'
1.50
30-40
RAINBIRD
33DNP/33DK
1p
,8Q
-4
(EXIST.)
TORO *
8000
12'
.50
30-40
(EXIST.)
TORO
8000
12'
1.10
30-40
(EXIST.)c
TORO �k
8000
12'
2.20
30-40
�''
(EXIST.)R
CAMBELL SCIENTIFIC INC.
TE525
12'
.70
30-40
15'
.85
30.40
"- -� ` =1_4
APPROVED
EXISTING
15'
1.65
30-40
11111 <rn e
APPROVED
CL. 315 PVC
15'
3.60
30-40
15'
.90
30-40
APPROVED
CL. 200 PVC
4'X15'
45
30-40
........
APPROVED
SCH. 40 PVC
4'X30'
.90
30.40
APPROVED SCH. 40 PVC
2" DOMESTIC WATER METER BY SBCWD.
LINE -SIZE GATE VALVE
EXISTING 2" PRESSURE REGULATOR DEVICE
2" REDUCED PRESSURE BACKFLOW, BACKFLOW ENCLOSURE
BRASS ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN
EXISTING 1-1/4" FLOW METER
EXISTING 2" NORMALLY CLOSED ELECTRIC GLOBE (MASTER VALVE)
QUICK COUPLING VALVE (SUPPLY (2) KEYS TOTAL)
EXISTING NETWORK 8000 AUTOMATIC CONTROLLER
EXISTING NETWORK 8000 AUTOMATIC CONTROLLER
EXISTING NETWORK 8000 AUTOMATIC CONTROLLER
EXISTING TIPPING BUCKET RAIN GUAGE (HEAVY DUTY MODEL)
EXISTING MAINLINE, SIZED AS SHOWN.
MAINLINE, SIZE AS SHOWN, MIN. COVER 18"; USE CL. 315
PVC FOR 2" AND LARGER. 24" MIN. AT STREET CROSSINGS
LATERAL LINE, SIZE AS SHOWN. 12" MIN. COVER
SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, MIN.
COVER AS REQUIRED OR AS SHOWN.
4" WIRE SLEEVES, MIN. COVER AS REQUIRED UNLESS
OTHERWISE NOTED.
MAINLINE EXTENSION NOTE: P.O.C. 'A'
CONTRACTOR TO EXTEND MAINLINE FROM THE LAST EXISTING
WESTERN -MOST VALVE ON LACEBARK STREET. CONTRACTOR TO
EXTEND THE EXISTING /RED EXTRA WIRE AND ONE COMMON WIRE TO
NEW VALVE A-32 FOR SHRUB IRRIGATION. CONTRACTOR TO
CONNECT THIS VALVE A-32 TO CONTROLLER W, LOCATED ALONG THE
NORTH SIDE OF JURUPA AVE. ON THE WEST SIDE OF VOLANTE DR.
CII�jIT l
Or` VQ
� w _ �4K
27 A-32
11/2"
ZO4'.`
3/411
3/4
L��IT
O� �,O
20A
vJ..ga
® X11 4" �.
314 o�
RST
0�4
37 A-22�37 a A-19��
11/2" o
#� 04 mm 00
EXISTING TURP IRRIGATION NOTE:
CONTRACTOR TO ADJUST AND COMBINE EXISTING VALVE #'S
A-19 & A-22, LOCATED TO EAST, WITH NEW TURF HEADS SHOWN.
FOR PRESSURE LOSS CALCULATION INFORMATION, SEE SHEET L-9.
EXISTING AUTOMATIC CONTROLLERS 'A' & 'B':
EXISTING AUTOMATIC CONTROLLER LOCATION 'A' -NORTH OF JURUPA
AVE. ON THE WEST SIDE OF VOLANTE DR.: TORO NETWORK 8000 IN
A METERED STAINLESS STEEL ENCLOSURE. EXISTING AUTOMATIC
CONTROLLER LOCATION 'B'- ON NORTH SIDE OF JURUPA AVE.,350
FT. EAST FROM VOLANTE DR.: TORO NETWORK 8000 IN A METERED
STAINLESS STEEL ENCLOSURE. CONTRACTOR SHALL PROVIDE ALL
NECESSARY EQUIPMENT TO MAKE THIS SYSTEM OPERATIONAL.
EXISTING.POINT OF CONNECTION 'A' &'B':
MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF EXISTING
CAPPED MAINLINE AS SHOWN (2" DOMESTIC METER, 2" PRESSURE REGU-
LATOR, 2" REDUCE 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 'A': 37 GPM
MAXIMUM IRRIGATION DEMAND 'B': 50 GPM
VALVE SIZING KEY PLAN CROSS, REFERENCES
VALVE # 1 10 a ---GPM FOR NOTES AND LEGENDS, SEE THIS SHEET
FOR DETAILS, SEE SHEET L-9
314x` VALVE SIZE FOR SPECIFICATIONS, SEE SHEET L-14
FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2
FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-10
SCALE: N.T.S.
3/4"
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EXISTING AUTOMATIC CONTROLLER MATERIALS LIST:
TORO NETWORK 8000 MODEL #132-8608,32 STATION FIELD SATELLITE CONTROLLER
Y PROVIDE SENSOR INPUT BOARD (SI01^rD
ODEL #995-63 (TO INTERFACE WITH
FLOW METER AND RAIN SHUT-OFF
RADIO LINK KIT #89-7611 (TO COMMUNICATE W/ CENTRAL COMMAND)
GROUND ROD & SURGE PROTECTION FOR EACH SATELLITE CONTROLLER
ALL RADIO EQUIPMENT MUST BE COMPATIBLE WITH VHF
PROVIDE RAINMASTER 32 PC "PIGTAIL" FOR REMOTE CONTROL OPERATION
o STRONG BOX 100% STAINLESS STEEL ENCLOSURE (24"X28"X48" HIGH)
MODEL # SB-24SS/120V
PROVIDE CAMBELL SCIENTIFIC INC., TE525 TIPPING BUCKET (HEAVY DUTY
MODEL) AT CONTROLLER #A ONLY
CONTACT:
CURTIS NEWMAN
TURF STAR
(800) 449.8873 EXT. 5008
SHEET KEY MAP
`r
JURUPA AVE
_
F_
CITY OF FONTANA, CALIFORNIA
DRAWN BY:
MZR
SYCAMORE HI LS
SCALE:
11=
TRACT. # 1 -1
CO TY FA S STRICTDATE:
1 20'-0"
DESIGNED BY:
r�
KPF
�Jo�
2/5/04
CHECKED BY:
APPROVED BY: 1K - I ��fl
DWG, NO.:
&
RWK
LIVDATE:B'�Z3551
CITY ENGINEYR R.C.E. 51152 EXP. DATE 12/31/05
D.F-M
14
LA N D S CA P E
ARCHITECTURE
SITE PLANNING
10221-A Trademark Street
Rancho Cucamonga, CA 91730
(909) 484-2800
Fax (909) 484-2802
ti CC" l'pI
Richard Krumwiede
CA Lic. #2834
r AZ Lic. # 29115
' NV Lic. # 446
TX. Lic. #1884
L.A. l
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SIgnatu
ene Date
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ILP Date
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6/17/04
1"=20'
0328-5
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6 OF 14 SHTS.
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1"=20'
0328-5
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6 OF 14 SHTS.