HomeMy WebLinkAbout5781-7STRIP WIRES APPROX. 5/8" FROM ENDS
STEP 1
TWIST CONNECTOR UNTIL WIRE END REACHES BOTTOM
STEP 2
MIX CONTENTS OF SEALING PACK, CUT 1 /2 OFF
END OF PACK AND INSERT CONNECTOR TO
OPPOSITE END
WRAP OPEN END OF SEALING PACK WITH
TAPE, ALLOW TO SET UNTIL RESIN JELLS
STEP 4
"SCOTCH" SEALING PACK
�o orifESS/Oygt ROVE Y: CITY OF FONTANA
N0.51152 CITY ENGINEER DATE WIRE CONNECTOR
RICARDO SANDOVAL
* EXP.9130105
cmL REVIEWED BY: Tlmothv RQskeh:
�lArF OF clk0 a\a DATE OF LAST REVISION: 1-28-0o STA. PLAN NO, 5014 SHT 'I OF 1
WEILAND MSIGN GROUP, INC.
LANDSCAPE ARCHITECTURE + PLANNING + CONSTRUCTION MANAGEMENT
28924 OLD TOWN FRONT STREET, SUITE 202 TEMECULA, CA 92590
P (844) WEILAND, XT 701 F (619) 675-3425
EMAIL - KLONIGRO@ W-D-G.COM
CORPORATE OFFICE
291 SIERRA WAVE SWALL MEADOWS, CA 93514
D A. °
tTOLLFREE
01-800-227-26C
TWO WORKING
BEFOREDAYS BEFORE
YOUYOU DIG
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALER1
STEP s SLIP BASE SOCKET OVER
END OF WIRES
STRIP WIRES APPROX. 5/8
FROM ENDS
STEP 2
STEP 3
STEP 4
PUT CRIMP SLEEVE OVER
WIRE ENDS —CRIMP SLEEVE
APPLY SEALER TO INSIDE
OF SEALING PLUG
FILL BASE SOCKET WITH S
PUSH SEALING PLUG INTO ?
BASE SOCKET UNTIL IT LOCKS
I
7
I
i
PUSH WIRES TO END OF BASE
SOCKET TO ASSURE COMPLETE
SEALING OF CONNECTION
RAINBIRD SNAP—TITE WIRE
CONNECTOR "OR EQUAL"
QROFESSI@yq� ROVED BY: CITY OF FONT
r [? • /13 -cam
No. 51152 CITY ENGINEER BATE WIRE CONN
RICARDO SANDOVAL
EXP.9130105 k
REVIEWED BY; TimRn4taAt
CIVIL
f OF cgI i DATE OF LAST REVISION: 1-213-00 STD. PLAN NO, 5013
A
1 OF 1
BLACK BLUE
-
IRRIGATION CONTROLLER
No. 51152
CIVIL
WATERPROOF ALL
WIRE CONNECTIONS
AS PER STD.
BLACKED
WHITE
(COMI,
BLUE
T FLOW SENSOR
DIAMETER SAME SIZE
AS FLOW METER SIZE
MINIMUM DISTANCE UPSTREAM
5X DIAMETER OF FLOW
METER SIZE
BY:
OF 14
WIRES
MASTER CONTROL
VALVE
MINIMUM DISTANCE DOWNSTREAM
1OX DIAMETER OF FLOW METER SIZE.
CITY ENGINEER DATE
RICARDO SANDOVAL
REVIEWED BY:
DATE OF LAST REVISION: 4-23-14
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
REv. PLANS TO BRING THEM INTO CONFORMANCE WITH
REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT.
CITY OF FONTANA
FLOW METER/
MASTER VALVE
STD. PLAN NO. 5010 I SHT 1 OF 1
PRESSURE REGULATOR IF
REQUIRED. SET AS SHOWN
ON SITE DRAWING
STRAINER #40 -
MESH MODEL
BRASS ELBOWII
BRASS BALL LOOS
VALVE E
42HO=SE BII
BRASS PIPE
—
18" 1
PRESSURE � ONC.
UPPLY LINE TRUST
INTAKE)
2'1 PLAN
LOCK BOX
INSTALLED BY MANUFACTURE
FRONT
3/4" GRAVEL
PORT
NOTE: BACKFLOW ENCLOSURE, GUARDSHACK
OR EQUAL 24"X60'X36" HIGH HINGED
AT BOTH ENDS. PAINT ENCLOSURE
GREEN & SECURE TO 6"XB" 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.
REDUCE
PRESSURE
BACKFLOW PREVENTER
BRASS
NIP LE
(4 PLACES
BRASS
ELBOW
BRASS
UNION
BRASS
PIPE
BRASS
BALL
#4 REBAR
FOOTING/FOUNDATION
ACKFLOW ENCLOSURE
SEE NOTE BELOW)
BRASS ELBOW
'BRASS UNION
BRASS BALL
VALVE
®--�—+#4 REBAR
END
CITY OF FONTANA
aNRICAR OcrrY INEER DATE SANDOVAL & I'V_]TMP'BACKFLOW
REVIEWED BY: Kyle Scribner
DATE OF LAST REVISION: 6/10/15 STD. PLAN NO. 5007 ISHT 1 OF
i
Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
CFD STREETSCAPE LANDSCAPE PLANS �8
DRAWN BY: EL PASEO TR20082 SCALE:
K1l/1313/rG AS Noted
DESIGNED BY: KB HOME .SOUTHERN CALIFORNIA
KVI/ 13/1"A IRRIGATION DETAILS DATE:
Date 01/09/19 CHECKED BY; APPROVED DRAWING NO.: 7
KIM T. LONIGRO L.L.A. 55086 RAF NGINE DATE,
R.CJ . 6 81�9 LI-05