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MAIN SUPPLY, LATERAL
AND WIRING
FINISHED GRADE 2 �—
I £" MIN FROM HARDSCAPES +i LATERAL
WATER PROOF CONNECTION
:. NON PRESSURE LATERAL LINE WIRING `,` p,. MAINLINE" R GLEAN BACK FILL SATURATE AND COMPACT TO 90%
,. - •.``, OUNU PLASTIC 2"
INSTALL A �
LATERAL LINE y '1 "'` BOX WITH LOCKING Lit) 'HARDSCAPING3.
—III I I I
q y.'
PRESSURE SUPPLY LINE E, ABOVE GRADE �"�.
SPACE BLOCK MIN. 24 NATIVE BACKFILL 2" MINUS I � III� �
— CONTROLL WIRES
FINISH GRADE t__ NON PRESSURE LATERAL LINE W/SLEEVE
GLEAN BACKFILL PssuR>= SUPPLY LINE W/SLEEVE —
.,� .-•w.. r LEGEND:
3
CONTROL WIRE SLEEVE 1. CONCRETE MOWCURB PER DETAIL ON SHEET 23
�, •... ' ' ' 1 0 §. 7........= t 7 3 7 i S 4 t...-3 3 k°•.,^^3 4 €•.••..-i 3 i..... g ..
• .", . ` .• { I MI .... .. t •••/, •` :,
2. DECOMPOSED
C O O
SCOMPACTED O
--SAND BACK FILL2" THICK MN. COLOR & SIZE PER PLAN CONTROL WRE
3. UNDISTURBED NATIVE SOIL
6"M IN N
: �~•••- `' - ' 4. FINISH GRADE IN TURF AND/OR PLANTER AREAS
FINE GRANULAR. MATERIAL WILL BE PLACED ON ALL LINES NO rL
LARGER THAN 1 j2" INCH IN SIZE, THIS WILL BE PERMITTED IN THE
INITIAL BACKFILL MEASURED 6 FROM THE TOP OF PIPE. THE REMAINDER �< 2 x )r' RWfl BLOCK MIN
OF TRENCH CAN �E FILL WITH BOCK SCREENED MINUS.
DECOMPOSED GRANITE DETAIL
ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 907 INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER
INSTALL ALL PVC PIPE WITH LABEL UP. PROVIDE A ZC" LOOP OF WIRE 1 CU. FT, PEA GRAVEL SPEC.
IN ALL CHANGES Of DIRECTION 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
. TAPE AND BUNDLE WIRING A7 TIES AFTER ALL CONNETIONS SLEEVED.
SUPPLY AND TAPE ALL IDEA S WIRES AT 10 O.G. TO PRESSURE 10' O.C. MAXIMUM TO MAINLAINE. HAVE BEEN MADE * INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL
SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALIO D4� DEGREE
CHANCES IN DIRECTION,
TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR, 1
PRESSURE MAIN 2" AND LARGER SHALL BE P.V.C. CLASS 315
NDTIE: SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS RE UMID BY
INSPECTOR
SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40. REMOTE CONTROL SOY AWAY BE USED ;N LIEU EDF SPLICE BOX.
IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL `T 1 ANDS AND(2)7
CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN FLAN VIEW PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND"LEVEL.
MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE -.
CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER: O' ER 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 WIRING
— 3
of sst1 P OV BY: CITY OF FONTANA ��yEss/a A ROVED BY: CITY OF FONTANA PROVE Y- CITY OF FONTANA �wressro APP OVEN BY: CITY OF FONTANA
�_ LIC
--- k SPLICE BOX ku t'�
OTC�' CITYE(;� SE EER DATA TRENCHING DETAIL Ido. 51152 �° CITYENGINE:ER DATE PIPING AND WIRING � No. 51152 � �IT'a EI'd�It�EEFt DST � No, 51152 �° GII T ENGINEER DATE SLEEVING DETAIL
RICAR00 AE�1fll+i VAL" RICARDO SANDOVAL PUCARDO SANDOVAL. ASSEMBLY RICARDO SANDOVAL I><
* EXP. 913(VOS * EXP, 913010§ _k EXP. 9)=5 EXP. 9139105
CIVIL � I=VIE'+di JrCi $Y: �ci#hy. E3Qs ad#. �� CEiii �� REVIEIa"dE0 BY: T��t -Rr7 tPd � REVIE 1iE ICY; . C1t+ °.di_.-.... �j CIVIL RE'VIEW'ED BY: Lmathy Rnctedt
r OF CpitE�� DATE CSP LAST REVISION: 1-2S—O0 STD. PLAN NO. 5015 SHT '� OF '� tIF Ot1F DATE OF LAST REVISION: 1-28-00 STD, PLAN NO. 5016 SHT OF � ��� �f CAI `sE�� DATE OF: LAST REVISION. STD. PLAN NO. 5017 SHT OF '� AIF 4F GAO �DATE OF LAST REVISION: 1-28-00 STI). PLAN NO. 5018 SHT 7 OF 1 8 7
_ LEGEND
1. 7" VALVE BOX, RAINBIRD SEB-7XB
2. LANDSCAPE DRIPLINE TUBING
3. FLUSH PLUG
4. MULTI -DIAMETER COUPLING - RAINBIRD
MDCF-COUP
FINISHED GLADE
5. BRICK (10F 2)
PRESSURE REGULATOR PRE—SET 020 PSI
6. FINISH GRADE/TOP OF MULCH
AMETEX PLASTIC VALVE BOX WITH COVER 7. 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL
BOX DART NO. 10-17'0•-001 /GREEN COVER 8. FILTER FABRIC
FART NO. 10-175--004 OR APPROVED EQUAL
3/4" NOTES:
ELECTRIC REMOTE 1. ALLOW A SMALL AMOUNT OF TUBING PLAY INSIDE
v�VE e0x w/Lc�OK 10" VALVE BOX MARKED wj 2" THE VALVE BOX IN ORDER TO DIRECT FLUSHED
LETTERS READING O.C. QUICK COUPLER VALVE WATER OUTSIDE VALVE BOX.
— -�_
W/ LOCKING BOLT LID
FINISH GRAD a _
.i
12" MIN. FROM HARDscAPE MATERIALS
1 FINISH GRADE B FLUSH CAP DETAIL
a
'I IIS,
=III=1 I I I 11-1 I I I I 111-7
_ INSTALL GATE VALVE
' 1 II I I --'I i � } ' • !.1 ! i�.f E F° S E °
SRASS PVC MALT* ADAPTOR
6" MIN PEA GRAVEL18'
GATE VALVE `"----�... _ - 6"
9 RWD OR BRICK
BRASS STREET ELL TYP. BASS NIPPLE 6" MIN
cr ,.-,•...• 6"
2" x )e' RWD BLOCK PVC SHC 40 TEE OR ELL
LATERAL LINE SIZE TO BE NOTED ON PLAN I
1 • U. FT. PEA GRAVEL 24" MIN. #4 REBAR, ATTACH
W/(2) STAINLESS STEEL SANDS INLET
2"X6°° RWD BLOCK
E
OUTLET
NOTE: I
i �" FILTER WITH 200 !:`,MESH At1IN,
USE TEFLON TAPE ON ALL THREADED FITTINGS FILTRATION
W.. PEA GRAVEL BEI -OW, MINIMUM
I CUBIC FOOT
NOTE: INSTALL CONTROL VALVES MINIMUM OF 3 FT, APART
IN SHRUB AREAS UNLESS OTHERWISE NOTED,
APP IOVED BY, CITY OF FONTANA �'tfEsseo . --- LOVED BY: CITY OF FONTANA (7�f1 ssr� ROVED Y CITY OF FONTANA
e'er;' •�`P m .16 rig
CUP
Nc�.511 2 CITY ENGINEER DATE GA"I"E i AL'VE � No. 51152 �
CITY UNCI EER DATE QUICK COUPLER � �� 51152 � C "Y ENGINEER MATE AUTOMATIC IATIC DRIP VALVE
RICARDO SANDOVAL RICARDO SANDOVAL RICARDO SANDOVAL
* EXP. 91301115 EXP. 9130105 it
CIVIL REVIEWED BY. �v_�i _ � REVIEWED BY: T;�,ot�u Ra, -_ t�dt � 1�7;P��13nt>as � * REVIEWED BY: Temp gc R stall
CIVIL
or CAS t�� DATE OF LAST` REVISION: 1--28-00 TIS. ALAN Na. �� � SHT � OF �rF OF 01�1.1Eti�� DATE €�F LAST REVISION: 1 �-28--00 STD. PIAN NO. 5021 $SIT � OF °I f or CA, �in�DATE OF LAST REvtslcaly: 1-28-00 S�r0, I�IWAN NO. 5038 sI�T � OF 1
DATE SUBMITTAL TRACKER Q\yj S pF LENNAR HOMES
10-11-2013 1ST SUBMITTAL SHOULD CONSTRUCTION OF THE REQUIRED
12-17-2013 2ND SUBMITTAL IMPROVEMENTS NOT COMMENCE WITHIN TWO ��� 0, M'<<114 TR 17885 — LMD LANDSCAPE PLANS
04-07-2014 MnAR SUBMITTAL o YEARS OF THE DATE OF APPROVAL SHOWN HEREON �—+,
M BY -
AND CARRIED FORTH IN A DILIGENT MANNER, THE � n DRA SK, SF scALE. N.T.S.
DIAL TW ❑ WORKING 1 9/3015 IRRIGATION DETAILS
BEFORE DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE EXP. DATE DESIGNED BY: DATE
YOU D I G 4/7/14 10-04-13
YOU DIG PLANS TO BRING THEM INTO CONFORMANCE WITH S DATE SK
TOLL FREE 811 STANDARDS IN EFFECT ��T� F0��\ CHECKED BY: APPROVED BY: DRAWING NO.: 22
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DE�PTM DATE ENGR. CITY DATE OF CAL\ SK DATE: 25