HomeMy WebLinkAbout4148-18M
-1 1 -,K-1 - -- 11- 1-1 1 . 1 -1 1
HINGED AT ONE END SECURE TO
6"X8" FOOTING W/4"J BOLTS
(EQUIPMENT TO BE CENTERED
INSIDE HOUSING)
GENERAL NOTES
1, CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTION
PRIOR TO POURING FOOTING/FOUNDATION
2. CONTRACTOR SHALL USE 520-C-2500 CONCRETE.
FINISHFD Cn'RADE
I MIN FROM HARDSCAPES
)N PRESSURE LATERAL LINE
TERAL LINE
�ESSURE SUPPLY LINE
)NTROLL WIRES
AN BACKFILL
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 OFPIPE. THE REMAINDER
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 LARGE -R 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.
DATE OF LAST REVISION:
5. TIPPING BUCKET DETAIL (NOT USED) 6. WIRE CONNECTOR DETAIL
+ + # 41�
/—CLEAN BACK FILL SATURATE AND COMPACT TO 90 %
,,--HARDSCAPiNG
�4,
k
NATIVE BACKFILL 2" MINUS
.,—NON PRESSURE LATERAL LINE W/SLEEVE
PRESSURE SUPPLY LINE W/SLEEVE
_---CONTROL WIRE SLEEVE
---_--SAND BACK FILL
2" MIN
6"
MIN
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.
k 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 OF SLEEVING VISIBLE AT GROUND LEVEL.
a
m
NOTE: ALL PIPE AND FITTINGS SHALL BE: SCHEDULE
40 PVC UNLESS 01-HERWISE SPECIFIED
USE PVC STREET ELLS W/TEFLON TAPE FOR ALL
PUBLIC JOBS
DATE OF LAST REMSIOW.
APPROVED BY:
NOTE:
ALL POWER WIRES, GROUND WIRES ETC, SHALL BE
SEPARATELY SLEEVED AND SWEPT THROUGH
ENCLOSED PAD WITH SCH 40 RIGID CONDUIT
ALL SLEEVING SHALL, BE A MINIMUM OF 18" BELOW
FINISHED GRADE, ALL SLEEVING IS A GRAPHIC REPRESENTATION
IRRIG, OF A TYP. INSTALLATION.
'TCONT
SIZE OF EQUIPMENT - 46"W X 18'D X 54" HIGH
AND
SIZE OF CONC, SLAB � 52" X24"D X 8"THICK
WA4 REBARS AT 12"O,C, TYP
,8'DIA. X 12"D.
BOTTOMLESS GROUND WELL
3" WITH PARKWAY COVER,
FILL WITH PEA GRAVEL
BC
W
FIL
Van
44 REBARS
T
4" - 518'DIA X 10'DRIVEN GROUND
ROD PER ARTICLE 250-81
OF 1990 NEC
PROVIDE 20 AMP
2 POLE BREAKER
M�
M)
FOR NEW PUMPS
WHERE APPLICABLE
PUMP
A
TEMPLATE
t
//-CONCRETE
EXTRA MOUNTING
E�if)
12P
SIGNAL
SLAB
120t240 POWER
0 3W
�j
12 OR
PANEL
ONDUIT FOR
ROUND ROD
INSTALLATION
L --J
2 EXTRA I" CONDUITS
FINISHED GRADE
GROUND FOR ELECTRICAL
3WC, 1#6
ELECTRIC METER & IRRIGATION CONTROLLER ENCLOSURE
DATE OF LAST REMSION:
�Rss/ APPROVED BY:
CITY OF FONTANA
CITY ENG"INEER DATE:
STRONG BOX
No. 25126
ROURT W. WEDDLE
XP. 12/31/01
RECOMMENDED BY:
CIVIL
OF 0 DRAWN 13Y. TIMOTHY RASTEDT
STD. DETAIL. NO. 506
777-0 'Ailm"w1mm"IIIIM
M, 77, g21 � y, Ogg PINION
lm EMIR on
dj. STRONG" BOX DETAIL