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SIERRA AVE.
VALVE WIRE NOTE:
CONTRACTOR TO POTHOLE FOR VERIFICATION OF EXISTING
WIRE QUANTITY FOR NEW VALVE A-18. IF WIRE IS NOT
AVAILABLE OR OPERATIONAL, CONTRACTOR TO LOOP NEW
WIRE IN 6" ROUND BOX AND TRENCH WITHIN ELECTRICAL
CONDUIT ALONG BACK OF CURB UNTIL RETURNING TO SHARED
MAINLINE TRENCH(WHEREVER POSSIBLE) WITH SECOND WIRE
LOOP IN 6" ROUND BOX AND CONNECT TO CONTROLLER "A".
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EXISTING 2" MAINLINE
'A' WITH 4" SLEEVING
FROM P.O.C. 'A'.
Underground Service Alert
Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
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NEW HEAD NOTE:
HEADS REMOVED FROM EXISTING
VALVES D-7 THROUGH D-10, SHALL
BE REPLACED WITH NEW.
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EXISTING AUTOMATIC CONTROLLER 'A':
EXISTING AUTOMATIC CONTROLLER 'A' LOCATED ON SIERRA AVE.
STATION 33+26. TORO NETWORK 8000 IN A METERED STAINLESS
STEEL ENCLOSURE. CONTRACTOR SHALL PROVIDE ALL NECESSARY
EQUIPMENT TO KEEP THIS SYSTEM OPERATIONAL
EXISTING POINT OF CONNECTION 'A':
EXISTING 1-1/2" DOMESTIC METER, 2" PRESSURE REGULATOR, 2"
REDUCED PRESSURE BACKFLOW, 11/4" FLOW METER, 2" MASTER
VALVE, AND LINE -SIZE GATE VALVES). EXTEND EXISTING
PRESSURIZED 2" MAINLINE TO VALVES AS SHOWN.
STATIC WATER PRESSURE: 102-108 PSI
SYSTEM DESIGN PRESSURE: 59 PSI
MAXIMUM IRRIGATION DEMAND: 20 GPM
IRRIGATION LEGEND
SAL !ONCE.
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V
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0
TORO
TORO
TORO
TORO
TORO
TORO
TORO
TORO
TORO
TORO
TORO
TORO
TORO
TORO
TORO
TORO
IvIODP1 NUMRFR
570Z -12P -COM -50
570Z -12P -COM -5H
570Z -12P -COM -80
570Z -12P -COM -8H
570Z -12P -COM -8F
570Z -12P -COM -8V
570Z -12P -COM -100
570Z-12P,COM-10H
570Z -12P -COM -10F
570Z -12P -COM -10V
570Z -12P -COM -12H
570Z -12P -00M -12F
570Z -12P -COM -12V
570Z -12P -COM -150
570Z -12P -COM -15H
570Z -12P -COM -15V
DFSCRIPTION RADIUS am
POP-UP SPRAY HEAD
POP-UP SPRAY HEAD
POP-UP SPRAY HEAD
POP-UP SPRAY HEAD
POP-UP SPRAY HEAD
POP-UP SPRAY HEAD
POP-UP SPRAY HEAD
POP-UP SPRAY HEAD
POP-UP SPRAY HEAD
POP-UP SPRAY HEAD
POP-UP SPRAY HEAD
POP-UP SPRAY HEAD
POP-UP SPRAY HEAD
POP-UP SPRAY HEAD
POP-UP SPRAY HEAD
POP-UP SPRAY HEAD
5'
5'
8'
8'
8'
10'
10'
10'
10'
12'
12'
12'
15'
15'
15'
.10
20
25
.45
1,00
.70
.40
.70
1.49
.80
1.10
220
.70
.85
1.65
250
PS.L
30-40
30-40
30-40
30-40
30-40
30-40
33-40
30-40
30-40
30-40
30-40
30-40
30-40
30-40
30-40
CONTRACTOR TO USE APPROPRIATE ARC DISCS -TO PROVIDE 100% OOVERAGE TO PLANTING AREAS
CONTRACTOR TO USE 6" POP -UPS IN TURF AREAS.
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SUPERIOR
GRISWOLD
SUPERIOR
NIBCO
RAINBIRD
RAINBIRD
TORO
TORO
TORO
APPROVED
APPROVED
APPROVED
APPROVED
APPROVED
APPROVED
950 SERIES
DW-PRV
950 SERIES
T-113
33DNP/33DK
33DNPA3DK
8000
8000
8000
IL 315 PVC
CL 315 PVC
SCH. 40 PVC
WH. 40 PVC
SCH. 40 PVC
APPROVED
SHADED AREA REPRESENTS EXISTING
LANDSCAPE TO REMAIN UNCHANGED. PROTECT
IN PLACE. CONTRACTOR TO REPLACE AREAS
DAMAGED DURING CONSTRUCTION.
FOR LANDSCAPE IN SHADED AREA, REFER
TO CFD PLANS FOR TRACT 16495 PREPARED
BY ARCHITERRA DESIGN GROUP.
EXISTING DOMESTIC WATER METER
BRASS ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN
EXISTING BRASS ELECTRIC REAGTE CONTROL VALVE, SIZE AS SHOWN
BRASS ELECTRIC REMOTE CONTROL VALVE w/ DRIP KIT
EXISTING BACKFLOW DEVICE
LINE SIZE GATE VALVE
QUICK COUPLING VALVE (SUPPLY (2) KEYS TOTAL)
EXISTING QUICK COUPLING VALVE
EXISTING NETWORK 8000 AUTOMATIC CONTROLLER
EXISTING NETWORK 8000 AUTOMATIC CONTROLLER
EXISTING NETWORK 8000 AUTOMATC CONTROLLER
MAINLINE, SIZE AS SHOWN, MIN. COVER 18"; USE CL 315
PVC FOR 2" AND LARGER 24" MIN. AT STREET CROSSINGS
EXISTING MAINLINE, SIZE AS SHOWN
LATERAL UNE, SIZE As SHO/VN. 12' MIN. COVER
EXISTING SLEEVES
EXISTING WIRE SLEEVES
EXISTING CONTROLLER COMMUNICATION WIRE
PROVIDE NEW SLEEVES AS NECESSARY
VALVE SIZING KEY
VALVE #
/0 .—GPM
VALVE SIZE
VALVE LEGEND
OGPM
GPM
511*
NEW BRASS ELECTRIC REMOTE CONTROL VALVE
EXISTING BRASS ELECTRIC REMOTE CONTROL VALVE TO RE -USE
WITH NEW VALVE NUMBER DESIGNATION AND NBN GPM
EXISTING BRASS ELECTRIC REMOTE CONTROL VALVE TO ABANDON
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EXISTING AUTOMATIC CONTROLLER
EXISTING AUTOMATIC CONTROLLER 'D' LOCATED ON SIERRA AVE.
STATION 38+62. TORO NETWORK 8000 IN A METERED STAINLESS
STEEL ENCLOSURE. CONTRACTOR SHALL MANTAIN ALL NECESSARY
EQUIPMENT TO KEEP THIS SYSTEM OPERATIONAL
•
EXISTING POINT OF CONNECTION 'D' :
EXISTING 2" DOMESTIC METER, 2" PRESSURE REGULATOR, 2"
REDUCED PRESSURE BACKFLOW, 11/4" FLOW METER, 2" MASTER
VALVE, AND LINE -SIZE GA -i E VALVES. MANTAIN EXISTING 2-1/2"
PRESSURIZED MAINLINE TO VALVES AS SHOWN.
STATIC WATER PRESSURE:
SYSTEM DESIGN PRESSURE:
MAXIMUM IRRIGATION DEMAND:
102-108 PSI
69 PSI
47 GPM
SO Si
EXISTING VALVE NOTE:
EXISTING VALVES SHOWN IN GRAY WITH NEW HEADS AND LATERALS.
SHOWN DUE TO PROPOSED GRADING AND NEW CURB ALIGNMENTS.
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EXISTING PLAN NOTE:
CONTRACTOR TO REFER TO ORIGINAL PLANS PREPARED BY THE
DIKE PARTNERSHIP, DATED 12/4/91, CITY DWG # 2089 FOR
INFORMATION REGARDING EXISTING IRRIGATION AND CONTROLLER
COMPONENTS.
TYPICAL SLEEVING NOTE:
CONTRACTOR TO SLEEVE ALL MAINLINES, LATERAL AND WIRING
THAT CROSS ALL SIDEWALKS. 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.
PRESSURE LOSS NOTE:
FOR PRESSURE LOSS CALCULATION INFORMATION, SEE SHEET L-9.
PCD SCREEN NOTE:
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.
PLAN CROSS REFERENCES
FOR NOTES AND LEGENDS, SEE THIS SHEET AND SHEET L-6
FOR IRRIGATION DETAILS, SEE SHEET L-9
FOR IRRIGATION SPECIFICATIONS, SEE SHEET L-15
FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-4
FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-12
SHEET KEY MAP
SCALE: N.T.S.
SATftANA VE.
: -
JURLIPA.aL/
-1 1
,,FE[RRA
tbESIGN biJJ
LANDSCAPE
ARCH ITECTUR E
SITE PLANNING
10221-A Trademark Street
Rancho Cucamonga. CA 91730
Tel (909) 484-2800
Fax (909) 484-2802
...„
Richard Krumwlede
CA Lic. #2834
; A7I- # 29115
4•4. , DC UC. #18B4
0 S NV Lic. # 448
* PROJECT CLIENT
RWOOD DR.
CITY OF FONTANA, CALIFORNIA
DRAWN BY:
MPW
SYCAMORE HILLS
COMMUNITY FACILITIES DISTRICT
SIERRA AVENUE RENOVATION
BETWEEN SANTA ANA & JURUPA AVENUES
SCALE:
1" = 20'-0"
DESIGNED BY:
KPF
DA1E:
6/20/05
CHECKED BY:
JRC
ROVED t-9 IDAI:6 t (Str"A"t).:
3795
15
CITY ENGINEER RC E 51152 EXP. DATE 12/31)05
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3/16/2006
REVISIONS
A 12 ecolen DNJ136.
-M. DRAWN.
FAC
OATE
8/8/05
— SCALE
1" = 20'
JOB NUMBER
0328-5
SHEETNUMBER
L-8
8 OF 15 SHTS.