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MAIN SUPPLY, LATERAL
AND WIRING
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•Ma'LA'fERA1
WATER PROOF CONNECTION
CLEAN BACK FILL SATURATE AND COMPACT TO 90%
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WIRING, MAINLINE
INSTALL A 9" ROUND PLASTIC
BOX WITH LOCKING LID
HARDSCAPING
SPLICE BLOCK MIN. 24" ABOVE GRADE
NATIVE BACKFILL 2" MINUS
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FINISH GRADE
NON PRESSURE LATERAL UNE W/SLEEVE
PRESSURE SUPPLY LINE W/SLEEVE
VALVE sox W/LOCK
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7�'�1;T --•-11.1
.� •-.....•. .' CONTROL WIRE SLEEVE
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FINISH GRADE
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- I _ CONTROL WIRE
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` ,Y SAND BACK FILL
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1= -IRR.
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2" MIND
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PVC MALE ADAPTOR
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Err',
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GATE VALVE
2" x 4" RWD BLOCK
IMIN
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MAINLINE
- PROVIDE A 20' LOOP OF WIRE
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1 CU. FT. PEA GRAVEL
INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER
SPEC.
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2' x 4" RWD BLOCK
IN ALL CHANGES Of DIRECTION
ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE
GREATER THAN 30 DEGREES REMOVE
'BES
SLEEVED.
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TAPE AND BUNDLE WIRING AT AFTER ALL CONNETIONS
10' O.C. MAXIMUM TO MAINLAINE, HAVE BEEN MADE
INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL
I
t CU. FT. PEA GRAVEL
TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR.
NOTE:
SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY
INSPECTOR
REMOTE CONTROL BOX MAY BE USED IN LIEU OF SPLICE BOX.
IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL IAiP� CNOS AND
PLAN VIEW
PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND``Et:VEL.
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NOTE:
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DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE
IN THE SAME TRENCH AS THE IRRIGATION
CONTROL WIRING
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Q�04ESSIp,�� A ROVED SY: CITY OF FONTANA
Q�94ESSlpy�` PROVE Y
CITY OF FONTANA
APP OVED BY:
CITY OF FONTANA
Q�ofEssrolrq APP OVED By,
CITY OF FONTANA
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No. 51152 _11 DATE PIPING AND WIRING
�` No.5i1s2 CITY ENGINEER DATE
ASSEMBLY
No, 51152 CITY ENGINEER DATE
SLEEVING DETAIL
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°� No. 51152 CITY ENGINEER DATE
GATE VALVE
RICARDO SANDOVAL
RICARDO SANDOVAL
RICARDO SANDOVAL
RICARDO SANDOVAL
*
REVIEWED BY: Timothy Re-fedt EXP. 9130105 *
85 *
* FJSP.Sf3WREVIEWED BY: 1lmoth.y Rosts-d+
* EXP, 8130105
REVIEWED BY: Timet � Rnviedt
I
'� EXP. * REVIEWED BY: y Rnctndt
rmnt.t4
���rEaf AL�E9CIVILP DATE OF LAST REVISION: 1-28-00 STD. PLAN NO. 3016 SHT 1 OF �
�l9jEOF CA 1��a\� DATE OF LAST REVISION: 1-28-00
�e OF k0 DATE OF LAST REVISION: 1-28-00
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sfAjF clva ���
OF CA��F�Q DATE OF LAST REVISION: t —28-00
STD. PLAN NO. 5017
SHT 'I OF 'I
STD. PLAN NO. 5018
SHT '( OF �I
STD. PLAN N0. 5019
SHT OF 'I
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NOTE5: 1. REFER TO IRRIC7ATION LE:6END FOR MODEL NUMBER.
NOTES. 1. REFER TO ":I7RIPLINE INSTALLATION NOTES' ON THE.. FLAN5 FOR DRIPLINE
INSTALL RAINDIRD #"-aOC K SANT] 5 rf< ON }`ALL, C.AN15TE95, 1:F i
LA'Y'OUT 6 UIPF-L..INE5,
NOTE? IN THE LE6ENDt I
2R: LOCATE THE FLU5H CAP HYDRAULICALLY OPF051TE'. THE FILL Rl5ER, AND
5. 1N5TALL CAN15TER ro": t=ROM PLAIT ROOT 'E3ALL i
AT ALL END5 OF 51NOLE DRIFILINE RUNS.;
4.. FILL MF_5H 'TUBE WITH: PEA 6RAV'EL BEFORE IN5TALLIN>C 6RATE. I
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LETTERS READING Q.C. QUICK COUPLER VALVE
W/ LOCKING 6CLT LID
12 MIN, FROM HAROSCAPE MATERIALS
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RI5ER (INGLUDEJ)' i
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NOTE:(IN
1.�2" MIF'T ELL CL lJDED) I
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FILTER WITH 200 MESH MIN.
USE TEFLON TAPE ON ALL THREADED FITTINGS
FILTRA110N
t r Z +; / • !,
PEA GRAVEL BELOW, MINIMUM
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PVG L,A►TERAL PVC LATERAL
1 CUBIC FOOT
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PVG TEE OR ELL.
: LINE FROM LINE. TO OTHER
NOTE: INSTALL CONTROL VALVES MINIMUM OF 3 FT. APART
IN SHRUB AREAS UNLESS OTHERWISE NOTED.
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LATEPAL LINE
THE CONTROL 11 i, DRIPLINE AREAS
E06E FEED FILL. RISER.
VALVE ON THE SAME
— REFER TO DETAIL H-2
TROL
C.ONVALVE
a.
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FEsslo>r OVErD E3Y:
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CITY OF FONTANA
QRofESS�o
k9� ROVED Y:
CITY OF FONTANA
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1
No. 51152 CITY ENGI EER DATE
QUICK COUPLER
'2CITY ENGINEER DATE
AUTOMATIC DRIP VALVE
PRE-A55EMBLEV DEEP ROOT
BUB-5URFASE DRIPLINE
RICARDO SANDOVAL
No. 31132
RICARDO SANDOVAL
F-53
x1-01 YT12-11
H-9
* EXP. 9130105 *
REVIEWED BY: - Timnthv RostPdt
* EXP. 0130105
REVIEWED BY: TimnthX Rnsfedt
+ ,
llATERING SYSTEM C RlF'Va 5ERIES f1z
„ t'
EDGE FEED (PLAN VIEY�I 72?lift
P#t 2D16 YW4TER i21GHT DESIGN
CIVIL
CIS
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C
OF CAL1F0� DATE OF LAST REVISION: 1-25-00
STD. PLAN N0. 5021
SHT OF
OF CAl�F4��\P DATE OF LAST REVISION: 1-28-00
STD, PLAN NO. 5038
SHT 'I OF 'I
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REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
Prepared I By:
CITY OF FONTANA CALIFORNIA
Q
SH0UL0 CONSTRUCTION OF R IRED
NOT CQMMEN �ITHIN
PREPARED FOR:
1
2ND CITY SUBMITTAL0.28.1Rt%V�MENTS
SUMMIT AVENUE CED, PLANS
oNW AAAAA0~
2
3RD CITY SUBMITTAL
.13.17
TWO YW OF TH9 OAA OF #nO AL
SHOWN HE WN ANOC,�RRIM FORTH IN A
STR,4TH�M HOMES, INC
2201 DUPONT DRIVE, SUITE 300
;
• 507 30th St.
DRAWN BY: BJ
SCALE:
DIAL TWO WORKING
DIUGW "NEA THE C V ENCIN99 MAY
IRVINE, CA 92612
Newport Beach, CA 92663
IRRIGATION DETAILS
j
DESIGNED BY: BJ
DATE:
BEFORE �� DAYS BEFORE
YOU DIG
REQUIRE RM$IONS TO THk AM$ TO
TEL (949) 833-1554
• 949.675.9964
J UARY 13, 2017
• Y❑� DIG
RItiNC THEM INTO CONFORMANCE Wim -►L
A D S C A P E
CHECKED BY: MJ
APPROVED BY:
FIRE
4
A PUBLIC SERVICE BY UNDERGROUND SERVICE ATOLL
LERT
CONDITIONS /ANO STANOARM IN EFFECT
ARCHITECTURE miS-Ia.com
DATE:
5566
10
CITY ENGINEER R.C.E. 51152