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SLIP BASE SOCKET OVER
STEP 1 END OF WIRES
STRIP WIRES APPROX. 5/8'
FROM ENDS
PUT CRIMP SLEEVE OVER
STEP 2 WIRE ENDS -CRIMP SLEEVE
APPLY SEALER TO INSIDE
OF SEALING PLUG
FILL BASE SOCKET WITH SEALER
STEP 3
STEP 4
PUSH SEALING PLUG INTO
BASE SOCKET UNTIL IT LOCKS
PUSH WIRES TO END OF BASE
SOCKET TO ASSURE COMPLETE
SEALING OF CONNECTION
RAINBIRD SNAP-TITE WIRE
CONNECTOR 'OR EQUAL'
1—�o1Ess��APPROVED BY: CITY OF FONTANA
116 251 CITY ENGINEER DATE: WIRE CONNECTOR
ROBERT W. VVEDOLE
W. 12/31/Ot * DRAWN BY: TIMOTHY RAS%DT
W&
orf n fu,t<t DATE OF LAST REVISION: --- M. PLAN NO. 513 ISHT. 1OF-1
PDP -UP SHRUB HEAD
FINISH GRADE -,
Ir
... ••12, . R
SCH 80 PVC NIPPL
THREADED BOTH ENDS
WALK OR CURB
1 1 2'
PVC STREET ELLS
NOTE,
o INSTALL 12' SHRUB POP-UP HEAD 1 1/2'
ABOVE F.G.
O F.G. w- 1 1/2' BELOW WALK OR CURB
O CHECK VALVE FOR LOW HEAD DRAINAGE
APPROVED BY: CITY OF FONTANA
L @CITY ENGINEER DATE: LAWN / 4p 6' 8"
2513 A
Na ROBERT W. WEDOL>:
� �,.12�1/M * SHRUB POP-UP HEAD
DRAWN BY: TIMOTHY RASTEDT
am
sly aF CAL1E\R DATE OF LAST REVISION: _ —.--`- STD, PLAN NO. S23 SHT. iOF1
LEAN BACK FILL SATURATE AND COMPACT TOY.90
RDSCAPING
NATIVE BACKFILL 2' MINUS
[
ON PRESSURE LATERAL LIN£ W/SLEEV
cu cu PRESSURE SUPPLY LINE W/SLEEVE
ONTROL WIRE SLEEVE
SAND BACK FILL
z' MI
6'
IN
1�1TESe
INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER
SPEC.
ALL SLEEVES TO BE SCH, 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE
SLEEVED.
* INCREASE THIS DISTANCE TO 36' WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL
TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR.
SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY
INSPECTOR
IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND
PROVIDE A VERTICAL MARK AT ENDS C]F SLEEVING VISIBLE AT GROUND LEVEL.
ESS/ APPROVED BY: CITY OF FONTANA
lit
CITY ENGINEER DATE:
"°' z�� ROBERT W. WEDDLE SLEEVING DETAIL
Ev' tVm/01 '' DRAWN BY: TIMOTHY RASTEDT
Fl"er I'm 1EV"DATE OF LAST REVISION: STD. PLAN NO. 518 1 SHT. lOF'I
CONC. WALK
OR CURB 1 Irl'
.L
.4
I I 1
FINISH GRADE
!It, ,fII, ;I
HI POP SHRUB HEAD
PVC STREET ELL
LATERAL LINE WITH
PVC TEE OR ELL
DOUBLE SWING JOINT
2 EA. PVC STEET ELLS
NOTE:
INSTALL HI -POP IRR. HEAD 1 1/2' ABOVE F.G.
F.G. 1 1/2' BELOW HARDSCAPE
INSTALL CHECK VALVES FOR LOW HEAD DRAINAGE
QgoFiss�p,F4" APPROVED BY: CITY OF FONTANA
tim CITY ENGINEER DATE:
'� ROBERT W. WEDOLE HI PDP SHRUB HEAD
EV- DAWN BY: TIMOTHY RASTEDT
avL
OF c►titDATE OF LAST REVISION: STD. PLAN NO.
MAIN SUPPLY, LATERAL
AND WIRING
LATERAL
MAINLINE
is
•w '
TAPE AND BUNDLE VMW AT
10' = MAX" TO MAINLAINE.
PR RDE A 2V LOW LIF WIRE
IN ALL CHANGES OF DIRECTMN
GREATCR THAN 30 DEGREES REMOVE
TIES AFTER ALL CU NETI1MS
HAVE BEEN MADE
PLAN VIEW
NOTE,
DO NOT INSTALL 120 VOLTAGE: OR HIGHER WIRE
IN THE SAME TRENCH AS THE IRRIGATION
CONTROL WILING
y�ES3j ��. APPROVED BY: CITY OF FONTANA
D
CITY ENGINEER DATE:
23123 ROOM W. WEIXXE PIPING AND WIRING
s 17{P. 12/3i/ot ► DRAWN SY: TIMOTHY RASTEDT
DATE OF LAST REVISION: - STD. PLAN NO.516 ISHT. 10Fi
1
���r�,.� �►io.► oi��.�,--11�-[I.-u I
1=1I�!o,►oi�ri`��oio���=�i'� 1[=fig
op
WMIN
FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO
LARGER THAN 1/2' INCH IN SIZE. THIS WILL BE PERMITTED IN THE
INITIAL BACKFILL MEASURED 6' FROM THE TOP OF PIPE. THE REMAIN
OF TRENCH CAN BE FILL WITH ROCK SCREENED 2' MINUS.
ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90%
INSTALL ALL PVC PIPE WITH LABEL UP.
SNAKE ALL PIPE IN TRENCH.
BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE
SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE;
CHANGES IN DIRECTION,
PRESSURE MAIN 2' AND LARGER SHALL BE P.V.C. CLASS 315
SMALLER THAN 2' SHALL BE P.V.C. SCHEDULE 40.
CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN
MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE,
CONTRACTOR SHALL PROVIDE 24' INCHES OF COVER OVER PIPE
SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE
3' AND LARGER,
Qya�ESStoF.y,�� APPROVED BY: CITY OF FONTANA
No. 26126 � CITY ENGINEER DATE
ROOM W. WEDDLE TRENCHING DETAIL
DRAWN BY: TIMOTHY RASTEDT
AF A tt DATE OF LAST REVISION: STD. PLAN NO. 515 1 SHT. 113F1
GRADE
RISER
MAIN OR LATERAL LINE
TEE OR ELL
12' NIPPLE
NIPPLE SIZE TO MATCH HEAD SIZE
TEE OR ELL
MAIN OR LATERAL LINE
MARLEX STREET ELL(PRIVATE)
PVC STREET ELL(PUBLIC)
NIPPLE SIZE TO MATCH HEAD SIZE
MARLEX STREET ELL(PRIVATE:)
SCH 40 PVC STREET ELL(PUBLIC)
SCHEDULE 40 STREET ELL
SCHEDULE 80 PVC RISER
NQTEt ALL PIPE AND FITTINGS SHALL BE SCHEDULE
40 PVC UNLESS OTHERWISE SPECIFIED
USE PVC STREET ELLS WITEFLON TAPE FOR ALL
PUBLIC JOBS
gtOFESS�,��� APPROVED BY: CITY OF FONTANA
N0. 25126 CITY ENGINEER DATE: SWING JOINT
ROSERY W. WEDDLE
tR 12/31/01 * DRAWN BY: TIMOTHY RASTEDT
jFtovr c tE�� DATE OF LAST REVISION: STD. PLAN NO.522 SHT. lt]Fl
IRRIGATION PLAN buAw
AS • SHO
DME:
11PPROVFD: 6-'-:'1,? i7il •
lm
DI LALLD
LANDSCAPE
ARCHITECTURE
INC
8840 WARNER AVE., SUITE 101
FOUNTAIN VALLEY, CA. 92708
714847-6680 Fax 714-447-6367
CALIF. REGISTRATION 1230
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