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SEE SHEET L 1 FOR IRRIGATIO LEGEND
241 1' 1 1 1/2 4'
SEE SHEET -4 + tin LI -4 FOR TION DETAILS I
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EXISTING IRRIGATION SYSTEMS; /7 3
-.\%
CONTACTOR TO PROTECT IN PLACE EXISITNG 1C 14 -T 93 2' 2
IRRIGATION SYSTEMS IN THIS AREA, CONTRACTOR
TO CONNECT EXISTING SYSTEM VALVES TO NEW
MAINLINE AND WIRE TO NEW CONTROLLER 'B' ON U G H4 t 0 61'
STATIONS 29-32 AS REQUIRED.
_ ------- 2c
11/2'
4' 2*
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Underground Service Alert
Call: TOLL FREE
1-800
227-2600
TWO WORKING DAYS BEFORE YOU DIG
P.O.C. 1NF<DRMA-FI<Z)N
METER SIZE
411
WATER TYPE
POTABLE
STATIC PRESSURE: LOW
80 PSI
PUMP OUTPUT
125 PSI
REQUIRED PEAK DEMAND
325 GPM
SOURCE AT FONTANA WATER
MICK MINER
DATE INFO OBTAINED
1/16/02
SCH 40 PVC SLEEVING CHART
1
1 /4" SLEEVE
1-4 WIRES
1/2"
PIPE
1
1/2" SLEEVE
5-10 WIRES
3/4"
PIPE
2"
SLEEVE
11-20 WIRES
1 "
PIPE
2
1/2" SLEEVE
21-30 WIRES
1 1/4"
PIPE
3"
SLEEVE
31-40 WIRES
1 1/2"
PIPE
4"
SLEEVE
41-60 WIRES
2"
PIPE
6"
SLEEVE
61-99 WIRES
2 112"13"
PIPE
8"
SLEEVE
100+ WIRES
4"
PIPE
10" SLEEVE
N/A
6"
PIPE
A
ARF, 6j UPPP PP �,
M CU9,
U')
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- ------------- ------------
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CQ
7
s or -
21/2' 2111 21/2
W*G"o
15 17' to 1. C 11C
Li
4b
57
•S
vo 6Z
1!5 &
17
CONTROLLER #A$, ?B JD 1'�' �TO 6`E3"2 STATION ELS, OWNS TO ROVIDE 120V PO TO FINAL
CONTROLLERS LOCATION. CONTRACTOR TO MAKE ALL FINAL CONNECTIONS PER LOCAL CODES, MOUNT, WIRE,
L 3/4 AND GROUND CONTROLLERS PER MANUFACTURER'S DIRECTIONS. FINAL CONTROLLER LOCATION TO BE DETER E
0 20f 40'x! IN THE FIELD BY THE OWNER.
EACH CONTROLLER IS TO HAVE THE FOLLOWING:
EXISTING (1) RAINMASTER 32 PC 'PIGTAIL FOR PrunTp- CONTROLL n017PATIOM
CONTACTOR TO PROTECT IN PLACE EXISITNG (1) TORO SENSOR INPUT BOARD -(SIB) MODEL 995-63 FOR FLOW SENSOR AND RAIN SHUT OFF DEVICE INPUT.
IRRIGATION SYSTEMS IN THIS AREA. CONTRACTOR
(1) TORO RADIO LINK KIT 89-7611 TO ALLOW COMMUNICATION WITH THE CENTRAL COMMAND CENTER,
TO CONNECT EXISTING SYSTEM VALVES TO NEW
T (1) MASTER VALVE ALLOWING MULTIPLE CONTROLLERS TO OPERATE ONE MASTER VALVE.
MAINLINE AND WIRE TO NEW CONTROLLER 'C' ON (1) CALSENSE TP -1810 SURGE PROTECTION DEVICE.
114
STATIONS 30-32 AS REQUIRED. (1) GROUNDING ROD.
------------------------ 1 --------------- — - -- I l { ry
BOTH CONTROLLERS ARE TO BE WIRED TOAPI FOR RAIN SHUT OFF
SENSING. CONTRACTOR IS TO LOCATE THE P 'EAR THE PUMP. ALL RADIO
�EAsl&TT E A 2 E
----- -- -------' EQUIPMENT IS TO BE COMPATIBLE WITH VHF FREQUENCY. REMOTE CONTROL VALVES ARE To BE RUN I
(S 2,SIMULTANEOUSLY TO ACHIEVE A COMBINEIDJ11; (V PPTI ff� GP, 0 ER TO MAKE AN 8 HOUR
WATERING WINDOW 5 DAYS A WEEK. POINT OF CONNECTION NOTES:
e 1IMAKE POINT OF CONNECTION INTO A NEW 4" METER PER FONTANA WATER
...
. . ......
STANDARDS. INSTALL BACKFLOW PREVENTER DOWNSTREAM OF METER PER ALL
A 00k
-Ir - I LOCAL CODES. FINAL LOCATION OF BACKFLOW DEVICE TO BE APPROVED IN THE
T ...... . ...... . ... FIELD BY THE OWNER. WHERE POSSIBLE, CONTRACTOR TO SCREEN BACKFLOW
DEVICE WITH SHRUBS. INSTALL PUMP PER MANUFACTURER RECOMMENDATIONS
DOWNSTREAM OF BACKFLOW PREVENTER, INSTALL MASTER VALVE DOWNSTREAM OF
PUMP AND WIRE TO ALL CONTROLLERS (NOTE: ALL CONTROLLERS WILL NEED A
MASTER VALVE RELAY ALLOWING MULTIPLE CONTROLLERS TO OPERATE ONE (1)
J MASTER VALVE). MASTER VALVE PRESSURE REGULATOR IS TO BE SET TO OUTPUT
125 PSI MAX PRESSURE. MAXIMUM COMBINED FLOW FOR POC IS 325 GPM,
I STATIC LOW PRESSURE AT POC IS 80 PSI. REGULATED PUMP OUTPUT PRESSURE
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IS 125 PSI.
MA TCHL INE, SEE SHEET LI -3
4649 Brockton Avenue REV, REVISION DESCRIPTION DATE I ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOTCITY OF
Prepared Under The Supervision Of SCALE -
1 20V
Rivetsfcle, CA 92506
DATE,
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL IRRIGATION PLAN
(909) 369-0700 Au 9/25/02
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER bRAWN BY:
Fax (909) 569-4039 A&yAA/0AAAAA&NAAAAAVA A
TY
JACK BULIK PARK
'k
DIAL TWO WORKING
. 1�:, ?, DESIGNED BY,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO U-2
e-mail: comwo&4pe-oet KFORE DAYS:BEFORE
TY PHAE 1
YIIU DIG YOU�DIGL
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND APPR�� BY:
http://www.cornworwq.c= CHECKED BY: DRAWING NO.;
Date
51
TOLL FREE -800-227-2600
QTAKMAOnQ 1KI CCCt-T NORTH CCG
ONO GROUP A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT�&
CWDG JOB NUMBER: 010320
ENNNow- CrTY ENGINEER R.C.E. 51152 DATE: /7,
SCHEDULE
40
PIPE SIZING
CHART
1-7
GPM
3/4"
PIPE
8-12
GPM
1"
PIPE
13-20
GPM 1
1/4"
PIPE
21-28
GPM 1
1/2"
PIPE
29-45
GPM
2"
PIPE
46-65
GPM 2
1/2"
PIPE
66-100
GPM
3"
PIPE
101-180
GPM
4"
PIPE
C L_,4Ck:S:S01,J5
PIPE SIZING
CHART
1-8
GPM
3/4"
PIPE
9-14
GPM
1"
PIPE
15-22
GPM 1
1/4"
PIPE
23-30
GPM 1
1/2"
PIPE
31-48
GPM
2"
PIPE
49-65
GPM 2
1/2"
PIPE
66-100
GPM
3"
PIPE
101-180
GPM
4"
PIPE
(C3—ASS
200
PIPE SIZING
CHART
1-9
GPM
3/4"
PIPE
10-15
GPM
1"
PIPE
16-25
GPM 1
1/4"
PIPE
26-35
GPM 1
1/2"
PIPE
36-50
GPM
2"
PIPE
51-75
GPM 2
1/2"
PIPE
76-120
GPM
3"
PIPE
121-190
GPM
4"
PIPE