HomeMy WebLinkAbout5290-36MAIN SUPPLY, LATERAL
AND WIRING
FINISHED GRADE
6" MIN FROPA HARDSCAPES LATERAL
,,WATER PROOF CONNECItON
WIRING MAINLINE CLEAN BACK FILL SATLIR)VE AND COMPACT TO 90%
NON PRESSURE LATERAL LINEA. INSTALL A 9" ROIJ-IMU FLY6TIC Jr
-,--HARDSCAPINv
Z' BOX WITH LOCKINC LID
LATERAL LINE
js 1 7 -
NATIVE BACKFILL 2" MINUS
PRESSURE SUPPLY LINE SPLICE IBLOCK-1% MIN. 24" ABOVL GRADE
Er
-rIONTROLL WIRES FINISH GRADE NON PRESSURE LAT. -AL LINE W/SI-EEVE
CLEAN BACKFILLR-SSURE SUPPLY LINE W/SLEEVE
r-nT
CONTROL WIRE EVF
L
it Ill tit ---SAND BACK FILL
-11RR
J CONTRO, 1,MPE
---- - - -- -----
6"MIN MIN
FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO
LARGER THAN 1 '2" INCH IN S17E, THIS WILL BE PERMITTED IN THE 6"
F / m "1'14
INITIAL BACK -ILL MEASURED G" FROM THE TOP OF PIPE. THE REMAINDER X' R110 BILCCK NOTES:
-
OF TRENCH CAN BE FILL WITH ROCK SCREENED 2" MINUS. INSTALL COI 7R -OL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY UNE, SIZE P-Cp.
ALL BACK FILL IS TO BE SATURATED AND COMPACTED Tr,' 90%
PROVIDE A 20" LOOP OF W�RE SPEC.
INSTALL ALL PVC PIPE WITH LABEL UP. IN ALL CHANGES OF CIRIECTION ��!j . 7 FF -A CRAVE.1 ALL SLECVES TO BF SCH. 40 FIVC AND TO HE ZX THE DIAMMIR OF THE LIN--- TO BE
GREATER THAN 3D DEGREES REMOVE
SNAKE ALL PIPE IN TRENCH. zTAPE AND BUNDLE WIRING AT TIES AFTER ALL SLEEVED.
BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE 10' C.C. MAXIMUM TO MAINLANE. HAVE BEEN MADE * INCREASE THIS DISTANCE TO 36" WHIN SLEEVING UNDEP R0A()VVAY'5 AN[) COMMEPCIAL
SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR
CHANGES IN DIRECTION, NOTE- SLEFOES SHALL BE EXTENDED BEYOND HARDSCAPE T0 POINTS As REQUEST -ED BY
PRESSURE MAIN 2" AND LARGER SHALL BE P,V.C. CLASS 315 INSPECTOR
SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40. REMOTE CONTROL P3OX MAY 13L USED IN LiVU OT" SPLICE BOX. IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SI -ALL TAPE ENDS AND
CONTRACTOR SHALL PROVIDE SLEEVES OR, CONDUIT LINES WHEN PLAN VIEW PROVIDE A VERTiCAL. MARK AT ENDS OFF SLEEVING VISIBLE AT GROUND LEVEL,
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- NOTE:
,DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE.
IN THE SAME TRENCH AS THE IRRIGATION
CONTROL *RING
CITY OF FONTANA CITY OF FONTANA �ftssjot -A-PR OVED BY: r']Tv OF FONTANIA
-�415"Rov
�f ESS,10f4 A OV Y. CITY OF FONTANA A ROVED BY:
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'o�TI
ENGINEER DATE 152 1-rr'Y ENGINEER
Nc� 51152No-51152C 117Y :z I L
....................... ......... ---- ----------------- SPLICE BOX DATE SLEEVING DEIA
CITY ENGINEER DATE PIPING AND WIRING
CITY ENGINEER DATE TRENCHING DETAIL i I
No. 51152 RICARDO SANDOVAL RICARDO SANDOVAL ASSEMBLY RICARDO SANDOVAL
EXP. 9130105 RICARDO SANDOVAL EXP. 9tW05 EXP. 910105
REVIEWEDtedt BY: Timothy Rosh REVIEWED SY: Lm-f�Tl' Qflsfj-fli ... REVIEWED BY:
REVIEWED BY: --Lmattw Rustadl CIVL 1`41- —
SHT OF STO PLAN NO. 5q1 8 TSHT OF
x CIVIL
1-28-00 DATE OF LAST REVISICK. 1-28-0�' DATE OF LAST REVISION:
" g '. . - - 1-28 LAN NO� 5 Or S-0. PSN NO, 501
F C e 0. lho DATE OF LAST REVISION 700 STD. PL 016
lgTf 0 DATE OF:ILAST REVISION: -- STI). PLAN NO. 5015 OF TS14T P L
FINISHED GRADE
RESSURE REGULATOR DRE-SE71" 02-C PSI
.
AMETEX PLASTIC VAUVE BOX WIIH T CaVER
BOX PART NO, 10-170-0011/73REEN COVER
PART NO. 10-175-004 OR APPROVED EQUAI
Z ELECTRIC REMOTE
--VALVE BOX W/LOCK 10" VALVE BOX MARKED W/ 2" QUICK COUPLER VALVE
LETTERS READING O.C.
W/ LOCKING BOLT LID 77,11 -1;
�=j
-----FINISH GRADE TI-,
12 MIN. FROM HARDSCAPE MATERIALS
FINISH GRADE
T
V
INSTALL GATE VALVE
BRA_ Pvr kik E ADAPTOR 1h, CA
(7,ATF VAILVEE - IL 6"
---- ----- 2 x )t RWD OR BRICK
BRASS STREET ELL TYP.---
-BRASS NIPPLE 6" MIN
—16 ca5 MAiNL!NE
w"', 7
Av-
PVC, SHC 40 TEE OR ELL
2' )f' RWC, 8L.DCK
\LATERAL LINE SIZE TO BE NOTED ON PLAN 4
I CU FT. PEA GRAVEL 24" MIN. #4 REBAR, ATTACH, 4
W/(2) STAINLESS STEEL BANDS INL11
2"X6" RWD BLOCK
OUTLE7
NOTE:
I FILTER WITH 200 MESH MIN.
USE TEFLON TAPE ON ALL THREADED FfT71NGS j Fill-TRATICIIN
PEA GRWEL BELOW, M;N1INRAA
I r-'UBIC Fcj�-,
NOTE: INSTALL CONTROL VALVES k1!NIMUM ;0,F 3 F-1. APART
IN SHRUB AREAS UNLESS OTHERWISE �FCTFD
LOW WATER USE ZONES / SANDY LOAM/ DRIP .9 GAL/HOUR MAINTENANCE IRRIGATION SCHEDULE
MONTH
JAN
FEB
MAR
APR
I
MAY
JUN
JUL
AUG
SEP
OCT
NOV
DEC
MAX MINUTES PER
25
25
25
25
25
25
25
25
25
25
25
25
START TIME
25
25
25
25
25
25
25
25
25
25
25
25
START TIMES PER
2
2
3
4
4
5
5
5
4
3
2
2
WEEK*
TOTAL MINUTES
2
2
3
4
5
6
7
6
5
4
2
2
WEEK*
50
50
75
100
100
125
125
125
100
75
50
50
PER WEEK
I
I
I
I
I
I
I
I
*START TIMES PER WEED MAY NOT EQUAL DAYS PER WEEK. MULTIPLE START TIMES PER DAY MAYBE NEEDED TO AVOID RUNOFF.
LOW WATER USE ZONES / SANDY LOAM/ DRIP .9 GAL/HOUR ESTABLISHMENT IRRIGATION SCHEDULE
MONTH
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
NOV
DEC
MAX MINUTES PER
25
25
25
25
25
25
25
25
25
25
25
25
START TIME
START TIMES PER
2
2
3
4
5
6
7
6
5
4
2
2
WEEK*
TOTAL MINUTES
50
50
75
100
125
150
175
150
125
100
50
50
PER WEEK
START TIMES PER WEEK MAY NOT EQUAL DAYS PER WEEK. MULTIPLE START TIMES PER DAY MAY BE NEEDED TO AVOID RUNOFF.
- ------- --- --- ------- ---
y CITY OF FONTANA "FONTANA
CITY OF FONTANA
L) ay-� OVED BY: f ROVED Y: CITY OF
Z
CITY ENGINEER DATE No, 51152 CITY EINGI EER DATE QUICK COUPLER No, 5�I 1 s- CITY FNG!NFER DTI No. 51152 GATE VALVE AUTOMATIC DRIP VALVE
EXP. gi,30IM5 RICARDO SANDOVAL EXP. 9130105 RICARDO SANDOVAL EXP. 9WI05 RICARDO SANDOVAL
REVIEWED BY. --Jlm--tby REVIEWED BY: IimQthv Rcisitdf REVIEWED BY: Emoth��---.
P,� CIVIL CIVIL
'N
DATE OF LAST REVISION: 1-28-00 1-28-00
DATE OF LAST REVISION. STD, PLAN NIC. OFtri STD. PLAN NO. 5021 SHT OF DAT E OF LAST REVISION-- --------- STC. PLAN INC. 503B SH7 OF
.. ........ .....
DATE SUBMITTAL TRACKER \,N�AD S C�p,, D. R. HORTON
05/31/2013 FIRST SUBMITTAL D SHOULD CONSTRUCTION OF THE REQUIRED M
FFR q
04/13/2015 SECOND SUBMITTAL fS 6 TR 18859 - CFD LANDSCAPE PLANS
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS 0 m[a
07/10/2015 MYLAR SUBMITTAL OF THE DATE OF APPROVAL SHOWN HEREON AND T/' DRAWN BY: SCALE:
Lu
WAAVN� L A N D S C A P E ATU
DIAL TWO WORKING CARRIED FORTH IN A DILIGENT MANNER, THE CITY /31/ 6 ARCH ITECTU RE SKI SF, YM N.T.S.
DESIGNED BY: IRRIGATI�M DETAILS
BEFORE DAYS BEFEIRE ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO EXP. DATE DATE:
7/10/15 SK 11-07-14
YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH STANDARDS IN Ir DATE
TOLL FREE 811 EFFECT 310 NORTH J0951
STREET I CORONA, CA 928791 CHEC ED BY: APPR4EID As', DRAWING NO.: 36
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION DATE ENGR. CITY DAT OF C�� T: 951.737.1124 1 F: 951.737.6551 SK -DATE: 5290
I REV. I I q I BM CITY FNGINEER R.C.E. 51152 - 40