HomeMy WebLinkAbout5781-8PLAN VI�
! I
+s
r; w.
TYP. CONCRETE TO REST
AGAINST UNDISTURBED
SOIL
ELEVATION
J�
TYP. CONCRETE
THRUST BLOCKS
NOTE: THRUST BLOCKS SHALL BE INSTALLED IN ACCORDANCE WITH PIPE
MANUFACTURER'S RECOMMENDATION FOR SIZE OF PIPING REQUIRED.
UTILIZED IN ALL (2 1/2" AND LARGER MAINLINE PIPE)
#3 REBAR TO BE PLACED AROUND PIPE INTO THRUST BLOCK TYP.
No.51t52 " CITY ENGINEER DATE
RICARDO SANDOVAL
EXP.9130105 �-
REVIEWED BY: Tlmot 3natpdt
cmL ��F
F 01 ret lfa) DATE OF LAST REVISION: 1-28-00-00
WEILAND DESIGN GROUP, INC.
LANDSCAPE ARCHITECTURE + PLANNING + CONSTRUCTION MANAGEMENT
28924 OLD TOWN FRONT STREET, SUITE 202 TEMECULA, CA 92590
P (844) WEILAND, XT 701 F (619) 675-3426
EMAIL- KLONIGRO@W-D-G.COM
CORPORATE OFFICE
291 SIERRA WAVE SWALL MEADOWS, CA 93514
CITY OF FONTANA
THRUST BLOCK
ASSEMBLY
STD. PLAN NO. 5020
OD A-:-,
e
DIAL ❑RE BEFDAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-26C
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALER1
SHT 1 OF 'I
REV.
INSTALL A 9" ROUND PLASTIC
BOX WITH LOCKING LID
SPLICE BLOCK
NOTE:
TER PROOF CONNECTION
MIN. 24" ABOVE GRADE
i—FINISH GRADE
CONTROL WIRE
2" x 4" RWD BLOCK
1 CU. FT, PEA GRAVEL
REMOTE CONTROL BOX MAY BE USED IN UEU OF SPLICE BOX.
No. 51152
EXP. 91 OW
,, CIVIL
REVISION DESCRIP11ON
MAIN SUPPLY, LATERAL
AND WIRING
18 ° 4 LATERAL
WIRING ' „�� MAINLINE
r♦
"1
y^.
nF
If!:
TAPE AND BUNDLE WIRING AT
10' O.C. MAXIMUM TO MAINLAINE.
PROVIDE A 20" LOOP OF WIRE
IN ALL CHANGES OF DIRECTION
GREATER THAN 30 DEGREES REMOVE
TIES AFTER ALL CONNETIONS
HAVE BEEN MADE
PLAN VIEW
NOTE:
DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE
IN THE SAME TRENCH AS THE IRRIGATION
CONTROL WIRING
PROVE Y• CITY OF FONTANA
SPLICE BOX
00 QCOFESS/pyq� A ROVED BY:
��
CITY OF FONTANA
CITY ENGINEER DATE
ASSEMBLY
No.51152 CITY ENGINEER DATE
PIPING AND WIRING
RICARDO SANDOVAL
RICARDO SANDOVAL
*
e EXP.9130105
T REVIEWED BY: imnth,,lostedt
REVIEWED BY: Tlmot Rostedt
DATE OF LAST REVISION: 1-28-00 STD. PLAN NO. 5017 SHT OF I
sl cm1. It.
OF OAt\F DATE OF LAST REVISION: 1-28-00
STD, PLAN NO. 5016
SHT 1 OF
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
PLANS TO BRING THEM INTO CONFORMANCE WITH
DATE ENGR. CITY DATE STANDARDS IN EFFECT.
0
FlilkISHED GRADE
6" MIN FROM .O
_ _ .. .. .. .. • Ii,I •
�L:IIF�rri`rlr2IRIA�:rr��tl:1f 11a1'=`.
i311�11=16rr%err%err%�r�rl=lf JIr-1:
—LATERAL LINE
6�i.ly��Irl�rr'ti�r'�' 1 III PRESSURE SUPPLY LINE
• R •
LL WIRES
LT-lIIil
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 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 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.
ZROfESs)pyq` AP ov BY: CITY OF FONTANA
rRpO SAypo Fyn
G�� F ,l p
No.51152 CITY ENGINEER DATE TRENCHING DETAIL
RICARDO SANDOVAL
EXP.9130105
CIVILREVIEWED BY: —limoth; Rostedt
or cAIFF DATE OF LAST REVISION: 1-28-00 STD. PLAN NO. 5015 SHT 1 OF
Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
CFD STREETSCAPE LANDSCAPE PLANS
DRAWN BY: EL PASEO TR20082 SCALE:
K7L/13G/1',� As Noted
DE -SIGNED BY: KB HOME SOUTHERN CALIFORNIA DATE:
0�1001fA IRRI ATION DETAILS 01/09/2019
Date 01/09/19 CHECKED BY: APPROVED DRAWING NO.:
KIM T. LONIGRO L.L.A. 5508 06 DATE: 's"' LI-06IT;-FICLC R.C.. 819
ea