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I= 1 I 1 X14,1 TYPICAL P.O,C1 G DETAIL
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i I 1 ■ J AUTOMATIC CONTROLLER MATERIALS LIST:
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100- I TORO NETWORK 8000 MODEL #132-8608,32 STATION FIELD SATELLITE CONTROLLER
/a° 1 1 99 ■ PROVIDE SENSOR INPUT BOARD (SIB) MODEL #995.63 (TO INTERFACE WITH
1 FLOW METER AND RAIN SHUT-OFF DEVICE
i 1 1 Q • RADIO LINK KIT #89-7611 (TO COMMUNICATE W/ CENTRAL COMMAND)
i 3/ --� • GROUND ROD & SURGE PROTECTION FOR EACH SATELLITE CONTROLLER
--- ---- w • ALL RADIO EQUIPMENT MUST BE COMPATIBLE WITH VHF
i \ Qom._ ,p __-�,_ Q 4 ; m„
PROVIDE RAINMASTER 32 PC PIGTAIL FOR REMOTE CONTROL OPERATION
I 1” 11/4° 1 11/4°, . • .. �' G 11ia •MODEL # SB 24SS/1�20VAINLESS STEEL ENCLOSURE 24"X28"X48" HIGH)
111 .
47- 111
LU
I ". - .... . •�• •(• �` - _ 3" _ i° '� PROVIDE CAMBELL SCIENTIFIC INC., TE525 TIPPING BUCKET (HEAVY DUTY
— �" — -- — -- -- ` y ; -- 3/4" 1" ■ , MODEL) AT CONTROLLER #A ONLY
A I 3 ��'}}�� CONTACT:
V
+' Q°'1 ■ (� CURTIS NEWMAN
` ■ = TURF STAR
1 SEE TYPICAL P.O.0 ETAIL s' Vp LIV -r w (800) 449.8873 EXT. 5008
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UNDE RWOCJ D DRIVE SEE THIS SHEET. � _ 3 _ g��,� ■ Z
_______._._._. _.____ __ _
— — 2' 2% 7-' S'
POINT OF CONNECTION 'G': y AUTOMATIC CONTROLLER 'G':
MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF NEW 2" AUTOMATIC CONTROLLER LOCATION: CONTRACTOR TO
DOMESTIC WATER METER. EXTEND NEW TYPE "K" COPPER PIPE (OR AS INSTALL A TORO NETWORK 8000 (SEE LEGEND FOR MODEL
PER LOCAL CODE) AND INSTALL A (1) 2" PRESSURE REGULATOR, NO.) IN A METERED STAINLESS STEEL ENCLOSURE. OWNER
(1) 2" REDUCE PRESSURE BACFLOW, (1) 11/4" FLOW METER, (1) 2" MASTER TO PROVIDE 120 VOLT CONTINUOUS POWER CIRCUIT TO
VALVE, AND (2) LINE -SIZE GATE VALVES, EXTEND NEW PRESSURE THIS LOCATION. IRRIGATION CONTRACTOR TO PROVIDE
MAINLINE TO VALVES AS SHOWN. CONTROLLER AND COORDINATE CONTROLLER POWER
CONNECTION. CONTRACTOR SHALL PROVIDE ALL
STATIC WATER PRESSURE: 97-108 PSI NECESSARY EQUIPMENT TO MAKE THIS SYSTEM OPERATIONAL.
SYSTEM DESIGN PRESSURE: 72 PSI
MAXIMUM IRRIGATION DEMAND: 52 GPM
48 G-2
" LIT I 47 G -4 I �48 G-3
11/2rr 211
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SLEEVING NOTE:
CONTRACTOR TO SLEEVE ALL MAINLINE, LATERAL, AND
WIRING THAT CROSSES ALL SIDEWALKS.
FOR PRESSURE LOSS CALCULATION INFORMATION, SEE SHEET D-2.
L A N D S CA P E
ARCHITECTURE
SITE PLANNING
10621 Church St., Suite 106
Rancho Cucamonga, CA 91730
(909) 484-2800
Fax 19091484-2802
e• "' < Richard Krumwiede
CA Luc. #2834
r AZ Lia # 29115
NV Lic• # 446
TX. Lic. #1884
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7/9/02
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1"=20'
Underground Service Aiert VALVE SIZING KEY PLAN CROSS REFERENCES
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Call: TOLL FREE VALVE # 1 10 *I`M FOR NOTES AND LEGENDS, SEE SHEET 1-2
3/4" VALVE SIZE FOR DETAILS, SEE SHEET D-2
FOR SPECIFICATIONS, SEE SHEET S-2
�r FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET C-3
-
FOR CORRESPONDING PLANTING PLAN, SEE SHEET P-3
y 4.22-1 3
TWO WORKING DAYS BEFORE YOU DIG
I' _ L
CITY OF FOINITAWA, CALIFORRIIIA
' 7
DRAWN BY:
KPF
SYCAMORE HILLS
#'s 16074 & 16232
SCALE:
111= 20'-0"
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DESIGNTRACT.
ED BY.
COMMFACILFIES DISTRICT
KPF
7Y
6/20/02
CHECKED BY:
A Y;
DATE:'"✓ *'
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TOR IN STREET°°" o ¢
If If MLD
r
SCALE: N.T.S.
7/9/02
r
111 r'r r'r r • : ■,, UNDERWOOD DRIVE■ ■-e ■ ■ ■ i _ «a • y. 7 a"�
1"=20'
Underground Service Aiert VALVE SIZING KEY PLAN CROSS REFERENCES
=r.
Call: TOLL FREE VALVE # 1 10 *I`M FOR NOTES AND LEGENDS, SEE SHEET 1-2
3/4" VALVE SIZE FOR DETAILS, SEE SHEET D-2
FOR SPECIFICATIONS, SEE SHEET S-2
�r FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET C-3
-
FOR CORRESPONDING PLANTING PLAN, SEE SHEET P-3
y 4.22-1 3
TWO WORKING DAYS BEFORE YOU DIG
I' _ L
CITY OF FOINITAWA, CALIFORRIIIA
DRAWN BY:
KPF
SYCAMORE HILLS
#'s 16074 & 16232
SCALE:
111= 20'-0"
DESIGNTRACT.
ED BY.
COMMFACILFIES DISTRICT
KPF
7Y
6/20/02
CHECKED BY:
A Y;
DATE:'"✓ *'
DWG, NO.:
10
RWK
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230
1 g
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,• C TY ENGINEER R.C.E. 61152 EXP, DATE 12/31/02
0015-5
,
OF SHTS.