HomeMy WebLinkAbout4834-4DICE. LE � T
TOIL FREE -qwmmmw' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
I
I
LEGEND
N BACK FILL SATURATE AND COMPACT TO 90%
��,,�iRE35CAPLNG
;,.:
DATIVE BACKFILL 2" MINUS
NON PRESSURE LATERAL UNE tJ/LEVE
PRESSURE SUPPLY LINE W/SLED
COMML WIRE SLEEVE
� SMD BACK FILL
IWAL L COWROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY UE, 517E PER
C-
ALL SLEEVES TO HE SCH. 40 PVC AND TO BE 2X TIE DMETM OF THE LINE TO HE
SLEEVE}.
w II`IG iFASE 'CHIS CASTANCE TIi 36* WHEN SUE.VING UNDER RMWAYS AND COMMERCIAL
TRA MC WAYS kVHEN INSTRUCTED BY INSPECTOR.
SLEEVES SHALL BE EXTEI'JDED BEYOND HARDSCAIPE TO POINTS AS REQUEM0 BY
INSPECTOR?
IF SLEEVES ARE TO BE USM AT A LATER DATE, C0R7RAGMR SHALL TAPE ENDS AND
PROVIDE A VE"CAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND ISL.
Q
rugAPI= D BY. CITY 3F FONTANA
Dlcr. ii52 CITY ENGINEER DATE SLEEVING DETPJL
RIcAMD SMDOVAL
1w.
RF -VIEWED AY.- rrimth
tet.
F MrA1,1f ` DA = OF LAST REVISION:.i.-zl - - M. ELAS ND. 5418 Imlorl
1 REMOTE CONTROL VALVE
maim
2 SOLENOID
11 1" ABOVE FINISH GRADE
3 WATERPROOF WIRE SPLICE CONNECTORS
12 PVC SCH. 40 TEE (SSS) OR ELL (SS)
4 CONTROL WIRES, BUNDLE AND TEPE (W/ 4`
REVISED PER CITY PLAN CHECK COMMENTS
MIN. EXTRA WIRE)
13 BRICK OR CONCRETE SUPPORTS ON 90%
5 PVC SCH. 80 UNION
COMPACTED SUBGRADE - (4) PLACES
6 VALVE BOX (BROOKS, CHRISTY, OR EQUAL
14 UNDISTURBED/ 90% CONPACTED SUBGRADE
APPROVED) SIZE AS REQ'D. TO FIT ALL
15 6" OF CRUSHED ROCK
COMPONENTS AS SHOWN - TYP.
16 18" MIN.
7 PVC NON -PRESSURE PIPE
17 12" MIN.
8 PVC PRESSURE PIPE
NOTE:
9 PVC SCH. 80 NIPPLE - LENGTH AS REQ'D. - TYP.
CONTRACTOR SHALL INCLUDE A CHRISTY'S IRRIGATION
I.D. TAG ATTACHED TO VALVE BONNET BOLT. TAG SHALL
NOTE:
INDICATE CONTROLLER AND STATION NUMBER
AS SHOWN (TYP.)
CONTRACTOR SHALL INCLUDE A CHRISTY'S
PVC PRESSURE PIPE
IRRIGATION I.D. TAG ATTACHED TO VALVE
PVC SCH 80 NIPPLE LENGTH AS REQUIRED
BONNET BOLT. -TAG SHALL INDICATE
CONTROLLER AND STATION NUMBER.
MP.)
MASTER VALVE
I
I
LEGEND
N BACK FILL SATURATE AND COMPACT TO 90%
��,,�iRE35CAPLNG
;,.:
DATIVE BACKFILL 2" MINUS
NON PRESSURE LATERAL UNE tJ/LEVE
PRESSURE SUPPLY LINE W/SLED
COMML WIRE SLEEVE
� SMD BACK FILL
IWAL L COWROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY UE, 517E PER
C-
ALL SLEEVES TO HE SCH. 40 PVC AND TO BE 2X TIE DMETM OF THE LINE TO HE
SLEEVE}.
w II`IG iFASE 'CHIS CASTANCE TIi 36* WHEN SUE.VING UNDER RMWAYS AND COMMERCIAL
TRA MC WAYS kVHEN INSTRUCTED BY INSPECTOR.
SLEEVES SHALL BE EXTEI'JDED BEYOND HARDSCAIPE TO POINTS AS REQUEM0 BY
INSPECTOR?
IF SLEEVES ARE TO BE USM AT A LATER DATE, C0R7RAGMR SHALL TAPE ENDS AND
PROVIDE A VE"CAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND ISL.
Q
rugAPI= D BY. CITY 3F FONTANA
Dlcr. ii52 CITY ENGINEER DATE SLEEVING DETPJL
RIcAMD SMDOVAL
1w.
RF -VIEWED AY.- rrimth
tet.
F MrA1,1f ` DA = OF LAST REVISION:.i.-zl - - M. ELAS ND. 5418 Imlorl
1 REMOTE CONTROL VALVE
10 PVC SCH. 40 FEMALE ADAPTER
2 SOLENOID
11 1" ABOVE FINISH GRADE
3 WATERPROOF WIRE SPLICE CONNECTORS
12 PVC SCH. 40 TEE (SSS) OR ELL (SS)
4 CONTROL WIRES, BUNDLE AND TEPE (W/ 4`
ON MAINLINE
MIN. EXTRA WIRE)
13 BRICK OR CONCRETE SUPPORTS ON 90%
5 PVC SCH. 80 UNION
COMPACTED SUBGRADE - (4) PLACES
6 VALVE BOX (BROOKS, CHRISTY, OR EQUAL
14 UNDISTURBED/ 90% CONPACTED SUBGRADE
APPROVED) SIZE AS REQ'D. TO FIT ALL
15 6" OF CRUSHED ROCK
COMPONENTS AS SHOWN - TYP.
16 18" MIN.
7 PVC NON -PRESSURE PIPE
17 12" MIN.
8 PVC PRESSURE PIPE
NOTE:
9 PVC SCH. 80 NIPPLE - LENGTH AS REQ'D. - TYP.
CONTRACTOR SHALL INCLUDE A CHRISTY'S IRRIGATION
I.D. TAG ATTACHED TO VALVE BONNET BOLT. TAG SHALL
NOTE:
INDICATE CONTROLLER AND STATION NUMBER
REMOTE CONTROL VALVE
SHOULD CONSTRUC 77ON 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 CONDI TIONS AND
STANDARDS IN EFFECT.
1 I1= 1 1`011
I
I
1 tea VALVE SOX MAID W/ 2"
LE17ERS R'EADM Q.C.
W/ LONItIG BOLT Ud
FIMSH GRADE
6" WN M Oi7AV L -_
ERASS =LET ELL TYP.
QUICK COUPLFR VALVE
12' MIliL i Rl3M HAP
UATERIALS
—2 v 4 RWD OR 6FiCK
„,09ASS RIPPLE Fn M#1
PVC SNC 40 IEE OR ELL
AL UNE SQE TO BE NUIW ON PLAN
24-" MIN. #4 RMAR* ATtACH
W/(2) STAiNLESS SlEa BMDS
NOTE:
USE TEFLON TAKE ON ALL THREADED F17TINGS
CI7Y OF FONTANA
—6/0 -169
CITY ENS1 EER DIATE QUICK COUPLER
FUCMMO SA1400VAL
REVIEWED BY:ri--� Rudelft .�
CRATE OF LASS' REVISION: I--2a-M SM. If.Ai4 NO. SMI ISHT I OF'�
LEGEND
:.-..... i
0
MASTER CONTROL VALVE
® PVC SCH 40 FEMALE ADAPTER (TYP.)
Q
SOLENOID
10 1" ABOVE FINISH GRADE
O
WATERPROOF WATER SPLICE
11 90% COMPACTED SUBGRADE
CONNECTORS
Iz BRICK OR CONCRETE SUPPORTS ON 90%
®
CONTROL WIRES; BUNDLE AND TAPE
COMPACTED SUBGRADE (4) PLACES.
(WITH 4 FEET MIN. EXTRA WIRE)
13 6" OF CRUSHED ROCK
PVC SCH 80 UNION
14 18" MIN.
6a
STANDARD PLASTIC VALVE BOX - SIZE
AS REQUIRED TO FIT ALL COMPONENTS
NOTE:
AS SHOWN (TYP.)
CONTRACTOR SHALL INCLUDE A CHRISTY'S
PVC PRESSURE PIPE
IRRIGATION I.D. TAG ATTACHED TO VALVE
PVC SCH 80 NIPPLE LENGTH AS REQUIRED
BONNET BOLT. -TAG SHALL INDICATE
CONTROLLER AND STATION NUMBER.
MP.)
MASTER VALVE
:MADOLE1455AUTO CENTER
RDSUTE 2f00
ONTARIO, CA 91761
909.937.9151
Ensineering Communities for Life www.madolainc.com
558�0�
09/30/10 _
EXP. ATE ,
TE
Ofi CAL��
N.T.S.
Y Y
LAINDSCAPE ARCEITBCrtlitE + c NSTRUMON MtNL AGENIENT
8075 BLUE. LAKE DRIVE SAN.DIEGO, CA 92119
PHONE: (619) 742-0209 FAX: (619) 303.6831
E-MAIL:OD UGHN@COX.NL'r
CORPORATE OFFICE
291 SIERRA WAVE SWALL 11EADOWS, CA 93514
PHONE: (760) 214-1870 FAX: (858) 486-4939
POP—UP SHRUB HEAD
FINISH GRADE
0
12
A---
SCH 80 PVC NIPPLE .am
-
THREADED DOTH ENDS
fz� I- WALK OR CURB
.3a
PVC STREET ELLS
NOTE:
0 INST�AL�L 12"' SHRUB POP-UP ' HEAD 1 1/2'
ABOVE
F.G.
0 F.G. --- 1 1/2"' BELOW WALK OR CUR13
O CHECK VALVE FOR LOW HEAD DRAINAGE
I3Y: CITY OF FONTANA
Na x44&2 CITY dGllii OATr
NUCARDO SANDOVA . SHRUB POP -BJP HEAD
fmmEwm aY: -aimpthy RMIL tt
AF DATE OF LAST flEWSt0 - 1-za--WI5'� � til. WT 100
fib 5111152
b .i>a trtrye.. �
ate ��ft
�i ..... ,�'.f`!f##tr-�r� �'ri���fn/r`tja". „M.rr� r..:%i�L' i � w E. • ,
�?r-3;iI-=�.LL�l1�
''�a',� i • f%-
Ei'i!i�wf,.t�i!
I� w�i�.< ����� .�„�.•.�,� I ..tom,
Wiv IN
FINE GRANULAR MATERLAL WILL BE PIMED ON ALL UNES, NO
I.ARGM TF#M 1/2" )MCAi IN SIZE. THIS WILL BE PERMIT I IN THE
INlTIA1.. 14ACRFU MMURED 6" FROM THE TOP OF PIPE. THE REMAINDER
OF TRENCH CAN BE FILI. WIli RM SCREED 2" MINUS.
ALL 8MK FILL IS TO BE SATURA'T'ED AND COMPA=D TO BOX
INSTALL. ALL PVC PIPE WITH LABEL UP.
SNAKE ALL PIPE 114 TRMCH.
BUNDLE AND TAPE ALL CDIML WIRES AT 3 M3' O.C. TO PRESSURE
SUPPLY LINE MLI PROMBE A► SMCE LOOP AT ALL 90 DEGREE
CHANGES MN DIRECTION.
PRESSURE INN .2' AND LARGER SHALL BE P.Q.C. CLASS 315
WAI LER '7-M e SMI HE R.V.C. SC149DULF- 40.
CtlWRACTOR SHALL PRCMDE S MMES OR CONDUIT LINES WHEN
MAINLINE INSTALLATION N IS UNOER ASPFI&T OR CONCRETE.
CONTRACTOR SHALL PaME 24" INL14ES OF COVER 0" PIPE
SERVI1I0 A DRINKING F'WNTAW OR PRESSURE MAINLINE
3" AND LARGER.
AVmD BY= CITE` OF FONTANA
r
1 5NOINEat DA`E TRENCHING DETAIL
WCAtM SKIMVAL
MEED BY: , _,Tmudhg andat
MTE OF REVREV=*�—�--0a
Mjl�t�. W115 IM 160
................................ ....... I..... _...........
LANDSCAPE CONSTRUCTION PLANS
FONTANA, CA
DRAWN ieY.3• BONITA CANYON - TRACT 14244 SCALE' SEE PLM
DESIGNED BY: CFD SLOPE AREA DATF.'
JO ) 09/11/09
C"ECAED 6Y' i R GA DETAILS DRAWING NO. 4
z 4 34 8
IL "r
08/11/09, 091111091 121J 9%d�
-JF�