HomeMy WebLinkAbout4064-3CLEAN BACK FILL SATURATE AND COMPACT TO 9OX
TAPE & BUNDLE CONTROL WIRE
@ 201 O/C (TYP.)
HMOSCAPING
"SNAP TITE" CONNECTORS &
7,z,
NArIVE BACKFlLL 2" MINUS
EXPANSION COILS, 15 WRAPS
AROUND 1/211 PIPE (TYP.)
NON PRESSURE LATERAL LINE W/SLEEVE
ADAPT TO LATERAL LINE
REMOTE CONTROL VALVE
C4 PRESSURE SUPPLY LINE W/SLEEVE
(PER LEGEND)
CONTROL WIRE SLEEVE
CHRISTY I.D. TAGS.
two
SECURE TO SOLENOID PIGTAIL.
SAND BACK FILL
El I V:
4 FINISH GRADE
2" MIN
1/211 IN TURF, 2" IN GROUND COVER
6w
12" X 18" RECT. PLASTIC VALVE
MIN
BOX WITH HINGED, LOCKABLE
NQIM'
TOP COLOR -GREEN
INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER
BRAND STATION I.D. ON LID
SPEC.
0
PVC ELL
ALL SLEEVES To BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE
00,000 n 0 0 0 ?
nn OPP n n
0-
SLEEVED.
0,- (�, 2"X4" REDWOOD FRAME
00- ogoo o
3 q,
INCREASE THIS DISTANCE TO 360 WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL
4" PEA GRAVEIJ.3 C.F. MIN.
TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR.
Z
SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPt TO POINTS AS REQUESTED By
CONTROL WIRE (TYP.)
INSPECTOR
TO CONTROLLER
IF SLEEVES ARE TO ElE USEO AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND
PVC SCH 80 NIPPLE
PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL.
MAIN LINE WITH TEE OR ELL
SLIPXSLIPXFIPT
UNION CONNECTION PVC SCH. 80
CONTROL WIRE TO OTHER VALVES
COMMON WIRE TO OTHER VALVES
ssl APPROVED 13Y.- CITY OF FONTANA
Ift 25126 CITY ENGINEER DATE:
WMEW W. WEDDIA SLEEVING DETAIL
DRAWN SY: -nmo-my MTEOT-
0"L
or CAI DATE OF LAST REVISION: PLAN NO. 518 SHT. I OF1
E
OT IN USE
REMOTE CONTROL VALVE
OT IN U5E
A
WTE:
ALL POWFA WIRES, GROUND WIRES ETC. SHALL IDE
SEPARATELY SLEEVED AND SWEPT THROUGH
ENCLOSED PAD WITH SCH 40 RIGID CONDUIT
ALL SLEEVING SHALL BE A MINIMUM Of I a* BELOW
FINISHED GRA01. ALL SLEMNG IS A CRAPHIC REPRESENTATION
OF A TYP. INSTALIATION.
1CONT.1
POP-UP SHRUB HEAD WALK OR CURB
SIZE Of EOUIPMENT w 45'W X 18`0 X 34" H01
mo
SIZE Of CONC. SLAS a- 52*W X 2470 x a* THrcK
W/#4 REWS AT 120 O.C. TYP
FINISH GRADE
1 112-
a" Olik X 120 D.
130TTOMLESS GROUND WEU
iNlM PMWNAY COVER,
nLL WITH PEA GRAVEL
Rod
a a 44b
12
4 5
4@1 Typ. 5/8-OIA X 10- DRIVEN GROUND
ROO PM MTIC11 2W-81
SCH 80 PVC NIPPLE
Of 11290 NIEC
THREADED. BOTH ENDS
PVC STREET ELLS
PROV= 20 AMP
2 PM 891EAKER
FOR NEW PUMPS
WHERE APPUCAStE FuloIN cam
TEMPLATC
50 A SLMI
NOTE:
Pom
so
0 INSTALL 12 SHRUB POP-UP HEAD 1 1/2
0-11120/240
0 IN
ABOVE F.G.
12 CIR
pma.
0 F.G. - 1 1/2" BELOW WALK OR CURB
r ron
"110MV
r
OCHECK VALVE FOR LOW HEAD DRAINAGE
2 EXTPA I COWJ"
nM5HE0 GRAOE
CROUNO fOR ELECTRICAL
3/4"C. I if
ELECTRIC METER & IRRIGATION CONTROLLER ENCLOSURE
0010st APPROVED BY: CITY OF FONTANA.
APPROVED BY: MY OF FONTANA
CITY ENGINEER LAWN
ft 2513 DATE:
ROBEff W. V#MLE SHRUE5 POMP HEAL?
11111/1 mAwto 13y: -nmoT)iy RAsTEDT.
Ift 25126 CffY ENGINEER DATE: 5TRONG DOX
omt
DATE OF LAST REVISION: PLAN NO. 523 1 SHT. 10171
4 EV. 12/31/01 ROBERT W. WEDDLE
DIRAWN SY: TIMOrHy RASTEDT
-
NOTIN U6E
MAL
of 00 OATE OF LAST REVISION: PLAN NO.505 - ISHT. 1 OF3
E3 NOT IN U6E
BENCHMARK:
CITY OF FONTANA, CALIFORNIA
OWNER / DEVELOPER:
6212 BROCKTON AVENUE,
RIVERSIDE, CALIF. 92506
SUITE 212
NEW WEST
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
91k
L/C. ;f 1512
PH. (951) 781-19,10
DRAWN BY.
LANDSCAPE PLAN
SCALE:
HOME
343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN
SEVAINE RD., IN SOUTH CONCRETE BASE OF
FAX (951) 686-8091
JE
FOR
N.T.S.
cofflure
S.C.E. TOWER 19.5; 2.65 Mi. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE.
7/31/07
R e
TRACT 1 �/#58
4[�
DESIGNED BY:
DATE:
JUNE, 2006
PREPAREDBY:
450 NEWPORT CENTER DR. SU I TE 480
NEWPORT BEACH, CA 92660
JE
1 GAT 10 ty/6 Ej�l Ls
(949) 640-6420 FAX: (949) 640-6484
OF C
::;:� .0
-
MARK BY DATE APPR. DATE
CHECKED BY
_'
APPROVED BY.
DWG. NO. SHEET
ELEV. = 1428.6090
ENGINEER
COUNTY
DATE:
RHA LANDS CAPE ARCHITECTS
6.16.06
MH
t Z477
t !20
91TY ENGINEER Copno-uNnOVAL, R.C.E.
-405,-
51152
4064 3 OF
D
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