HomeMy WebLinkAbout5563-4-
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MAIN SUPPLY, LATERAL
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AND WIRING
FINISHED GRADE
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6" MIN FROM HARDSCAPES
LATERAL
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1$"' .''
WATER PROOF CONNECTION
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CLEAN BACK FILL SATURATE AND COMPACT -TO 90%
NON PRESSURE LATERAL LINE
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LATERAL LINE
WIRING MAINLINE
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INSTALL A 9" ROUND PLAS71C
BOX WITH LOCKING LID
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HARDSCAPING
.� PRESSURE SUPPLY LINE
SPLICE BLOCK MIN. 24" ABOVE GRADE
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NATIVE BACKFILL 2" MINUS
- CONTFZOLL WIRES
FINISH GRADE
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NON PRESSURE LATERAL LINE W/SLEEVE
• CLEAN BACKFILL
civ PRESSURE SUPPLY LINE W/SLEEVE
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— J —ONTROL
—
WIRE SLEEVE
SAND BACK FILL
IRR CONTROL WIRE
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6"MIN
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2 MIN
F)NE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO
LARGER THAN 1/2" INCH IN SIZE. THIS WILL BE PERMITTED IN THE
2 x 4" RWD BLOCK
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MIN
INITIAL BACKFILL MEASURED 6" FROM THE TOP OF PIPE. THE REMAINDER
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NOTES:
OF TRENCH CAN BE FILL WITH ROCK SCREENED 2" MINUS,
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INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY EINE, SIZE PER
ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 907.
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SPEC.
INSTALL ALL PVC PIPE WITH LABEL UP.
PROVIDE A 20" LOOP OF WIRE
IN ALL CKANGES Of DIRECTION
1 CU. FT. PEA GRAVEL
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ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE
SNAKE ALL PIPE IN TRENCH,
GREATER THAN 30 DEGREES REMOVE
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SLEEVED,
BUNDLE AND TAPE ALL CONTROL WIRES AT 10 O.C. TO PRESSURE
AND BUNDLE WIRING AT TIES AFTER ALL CONN TIONS
O.C. MAXIMUM WI INGMAIATINE. HAVE BEEN MADE
,
* INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL
SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE
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TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR.
CHANGES IN DIRECTION.
NOTE:
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SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQLTE$TjED BY
PRESSURE MAIN 2" AND LARGER SHALL BE P.V.C. CLASS 315
INSPECTOR
SMALLER THAN 2" SHAM. BE P.V.C. SCHEDULE 40.
REMOTE CONTROL BOX MAY BE USED IN LIEU OF SPLICE 80X.
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IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL :TAPE ENDS AND
CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN
PLAN VIEW
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PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GrROUNd LEVEL.
MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE.
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CONTRACTOR SHALL PROVIDE 24" INCHES OF COV S. OVER PIPE
SERVING A DRINKING FOUNTAIN OR PRESSURE MAII tINE..
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3" AND LARGER.
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>iOFEsslo AP OV BY:
CITY OF FONTANA
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CITY OF FONTANA
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CITY OF FONTANA
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�r�.SPLICE
BOX
Wpa.5f1ra2 �CITY ENGINEER DATE
SLEEVING DETAIL
Ho, 51152CITY ENGINEER DATE
TRENCHING DETAIL
No. 51152 CITY ENGINEER DATE PIPING AND WIRING
'° CITY ENGINEER DATE
51152 RICARDO SANDOVAL
ASSEMBLY
RICARDO SAN
RICARPO SANDOVAL
* Exp. 913&05 *
RICARDO SANDOVAL
* EXP. 9130105
EXP. 9;30105 *
� EXP. 9130105 'A
R5 BY: Timnt v Rnoiedt
REVIE.WED.SY: limnthv Rostedl
claL
REVIEWED BY: Timnthv Rested+
REVIEWED BY: L-athX Rnstrdt
cm
f1gT6
-VIEWED
GML
I4T
p ��D� DATE OF.LAST AST REVISION: f-28-00
OF Cl+l _.........._
-
�r'�TE aF CAI�Ea��QVIL� DATE OF LAST REVISION: 1_ STD. PLAN NQ. 5016 SHT 1 OF
0p�lF4��\� DATE OF LAST REVISION: �-2a-oo
STQ. PLAN N0. 5017
SHT 'I Qf 'I
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0�'r\�
E OF CAti�F DATE OF LAST REVISION: t -28-00
STD. CLAN N0. 5018
SHT
STI}. PLAN N0. 5015
SHT 1 OF
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NOTE5' t REI~ER To IRRI5ATIC?N L.Br7END F0R'M0ML_ NUME3ER,
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2.: IN5TALL R INDIRD #RY`15-50CK SAND 50CK ON ALL CANI5TER5, IF
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NOTE%? IN THE L55ENP.
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5. IK5TALL_ G 1I5 F_R 6 FROM PLANT ROOT $AI L.
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4. FILL ME5H': TUBE YiITH PEA 6RA/EL EMFORE IN5TALLIN5 GRATE.
FINISHED GRADE
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4 TH15 DE i'AIL 15 FOR ALL. RAINBIRP 'R1NV (4"jd) x Bro") DEVICES
PRESSURE REGULATOR PRE-SET 020 PSI
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AMETEX PLASTIC VALVE BOX WITH COVER
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BOX PART NO. 10-170-001/GREEN COVER
PART NO. 10-175-004 OR APPROVED EQUAL
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3/4"
LOGKIKO &F_A+TE :(INCLUDE )
ELECTRIC REMOTE
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FIN15N E3UI55LER (INCLUPED)
VALVE 8OX W/LOCK
FINISH GRADE
10" VALVE 80X MARKED W/ 2" QUICK COUPLER VALVE
LETTERS READING Q.C.
W/ LOCKING LOCKING BOLT LID
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=
CHECK VALVE 6KrLUDED)
18
12" MIN, FROAq' HAROSCAPE MATERIALS'
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FINISH GRADE
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SAIL SAND 500C (IF NDTED IN THE-' LEGEhtD)
111=111 I- i Lj=, J_ {—�! -I 1,
--
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GRASS
GATE VALVE PVC MALE ADAPTOR
"
6 MIN PEA GRAVEL 1$
2 x 4 RWD OR BRICK
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RISERINGLUDED)
X11 1 00 0 -
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MAINLINE
BRASS STREET ELL TYP.--, SS"MIN
RA NIPPLE 6
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1 !� u SPRAWL BARB ELL (INCLUDED)
2" x 4" RWD BLOCK
PVC SHC 40 TEE OR ELL
LATERAL LINE SIZE TO BE. NOTED ON PLAN
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1 CU. FT. PEA GRAVEL
24" MIN. #4 REBAR, ATTACH
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12" SKN6 ASSEMBLY (1NCLJDED;
W/(2) STAI=NLESS STEEL BANDS
,, INLET
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OUTLET
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", , 4 I
112"' M1F�T ELL INCLUDED)
NOTE:
.. FILTER WITH 200 MESH MIN.
NMI
USE TEFLON TAPE ON ALL THREADED FITTINGS
FILTRATION
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PEA GRAVEL BELOW, MINIMUM
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1 CUBIC FOOT
.. PVC'. TEE OR ELL
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NOTE: INSTALL CONTROL VALVES MINIMUM OF 3 FT. APART
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I'1 LATERAL LINE �-�-�
IN SHRUG AREAS UNLESS OTHERWISE NOTED.
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r MESH 'TME (INCLUDF_0)
FILL u) F'FA GRA'V'EL
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JD,QRSSIQ APP OVER BY'
CITY OF FONTANA
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CITY OF FONTANA
RovED Y:
CITY OF FONTANA
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PRE�51�IL'�—�IDEEP O�Y-
No. 51152 '° CITY ENGINEER DATE
GATE VALVE
`� No. 51152 '° CITY ENGI EER DATE
QUICK COUPLER
�` No. 51152 CITY ENGINEER DATE
SANDOVAL
AUTOMATIC DRIP VALVE
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RICARDO 5A1dIaCYAL
RICARDO SANDOVAL
RICARDO
4/25f12
EXP. 9130105EXP.
REVIEVYED BY: Timothy .2nctPdt
9130105
REVIEWED BY: T_. �mt�th� RaStPdt
EXP. 9130105
REVIEWED BY: Tirnnt Re�tEdt
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r VATERING SYSTEM ('i�M 5FRIES,
CIVIL
�rF pp CA11F0�� DATE OF LAST REVISION: 1-2$-00
CIVIL
ATF OF CA1.'IFD�� DATE OF LAST REVISION: 1-26-00
CIVIL
�` Of Ck0 DATE OF LAST REVISION:
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STD. PLAN NO. 5019
SHT OF 'I
STD. PLAN NO. 5021
SHT 'I OF
STD. PLAN N0. 5038
SHT "I OF 'I
REV
REVISION DESCRIPTION
DATE
ENGR.
CIT Y
DATE
Prepare d B y:
[fir
CITY OF FONTANA CALIFORNIA
0 D
SHOULD Ct7NSTRUCTION OF Rr-qulRt�►
CITRUS AVENUE CF.D�. PINS
1
2ND CITY SUBMITTAL
10.28.16
uN�RO Nrs NOT CC�1ytMENC� �IfTHIN
PREPARED FOR:
-
2
3RD CITY SUBMITTAL
.13.17
TWO $ OF THk DAg OF APpROVA�
5 TH HOMES, INC
� AM �
$HOWN HERON MO CARRIM FORTH IN A
L)IUCENT MMN% THE CITY ENONgR WY
2201 DUPONT DRIVE, SUITE 300
507 30th St.
Newport Beach, CA 92663
DRAWN BY: BJ
SCALE.
DESIGNED BY: BJ
DATE:
DIAL TWO WORKING
IRVI CA 92612
E
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IRRIGATION DETAILS
BEFORE DAYS BEFORE
Y ❑ U D I G Y ° u DIG
REQUIRE REVISIONS TO THE AMS TO
TEL (949) 833-1554
Aft� 949.675.9964
JANUARY 13, 2017
APPROVED
SRINC THEM INTO CONFORMANCE WTH
L A IN D S C A P E I
CHECKED BY: MJ
BY:
4
TOLL FREE 1-800-227-2600
CONUITIONS MO WNE)ARaS IN EFFECT
ARCHITECTURE mjs; la.com
DATE:
5563
CITY ENGINEER R.C.E. 51152
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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