HomeMy WebLinkAbout4072-3V
IRRIGATION LEGEND
SYM50L
MFG
MODEL
DESCRIPTION
RAD.
GPM
PSI
MFC,
MODEL
DESCRIPTION
Q
T H F
SUPERIOR
3300
11/2" BRASS VALVE - NORMALLY OPEN
Q
SUPERIOR
''
LATERAL L INE
CL. 200 PVC 3/4" AND LAR -GER
RAIN51RD
1806 -SAM - -$QW P05-020
POP-UP SPRAY
41
0.20
30
®
FE13C0
625-YA
11/2" REDUCED PRESSURE 5ACKFLOW PREVENTED? - SIZE PER PL
®
®
RAINBIRD
1806-9AM-PRS-8QJ4.. PCS -.020
POP-UP SPRAY
5'
0.20 -
30
14AMMOND
I13-645
BRASS GATE VALVE - S[ZE PER PLAN
CHWMP �;
T4L I. SEGURA
APPROVED. 5115 _
511
Q
RAIN#3IRD
1:�RS SQ, T, H, F
180ro-SAM- -
_
POP UP �Y
8 f
0.26, 0.35, 0.52,
30
[C
TORO SENTINEL. SEE NOTE
SEE PEDESTAL MOUNT CONTROLLER NOTE (THIS SHEET)
4
R4IN51RD
1806-S — -10Q, T, H, 4 F
POP-UP SPRAY
10'
0.39, 0.53, 0_719,
30
[r]
HUNTER
MINI -CLICK
RAIN SENSOR
RAINMIRD
180& -SAM- -120, T, H, 41=
POP-UP SPRAY
12'
0zi
30
�
R4f N13f 1�
180ro -SAM-i�i�S-15Q T � � F
. .
POP-UP SPRAY
P PRA
15'
1.2 3
30
0 �
HUNTED?
FLOW CL ICK
1 ��2 �� f=LOQU SENSOR
o
R4INMIRD
1806 -SA i-PRS-ISVAN
POP-UP SPRY
15'
0.92
30
M1
IRRIGATION
WATER METER
2" WATER METER TO 15E INSTALLED Sit' FONTANA WATER CO.
10^ 1 Liar ^0 #4p_ ^kjk1WJ'_TI ^LI
• .' — . -Raw • - • _. 'Wwmw-�, • . =w- • - _
• • - �... 1 _-.--w . v.-% v"t-.ao"_ : 4._p -"v , , W -w.. S v.. Is a 14.0`1 vvl '%I srlw I >tvl s
AT THIS APPROXIMATE LOCATION AND INSTALL ONE WATER
KMR PER CIVIL ENGINEERS PLAN. THE CONTRACTOR SHALL
INtTALL ONE it/21, $AC#CFLOI,U VENTER, FLOW SENSOR AND A
MASTER VALVE. EXTEND T4 - E NEW 2" CLASS 315 PVC MAINLINE
AS INDICATED. THE CONTRACTOR SHALL VERIFY THE
AVAILABLE PRESSURE, SIZE OF METERAND SERVICE LINE
PRIOR TO C DMMENCIix WORK.
WIC MEST D0'1AND: 25.1 CsfOK
STATIC da". - : WAV PSI
LOCATE THE BACKFLON PREVENTER BEHIND THE SIDENAL.K
W I THI N THE PLANTER AREA AND 50BY 5!-IRi 35, AS
APPROVED BY THE OMMS Rr=F-RESENTATIVE AND THE CITY
INSPECTOR.
1
t/,�\/`►\tri.�`�i.�=i.��ia\'�/n\`�:'a\�/a\��a\'�'ii���/•��'i•\=ia\=it\=i.�Ti.:�/a\�'i•\�'i•\[!i.\'�
�7/ t\�iir�\•/J.�,\i/i\�/1��\�/!�•�i��/=��/��iii,\ri=\�%�.\iii\'►/i\�'/��\�%�\7/Xii.\Y/,i\%i\�/�\�/�\�
I ,
SCALE: LIMP" = 1'—O"
V S' 32'
ib' 4' 16' 48'
SEE SHEET #2 FOR IRRI6ATION NOTES
PVG LATERAL LINA 51ZIN6 GFfftRT
SIz GALLON PER HOUR
3/" 0 — a
111 6-12
11411 12-22
1 !2" 22+
VALVE KE*4(
NOicArEs verve wnHe€R
INDICATES APPROX. GFM'S
INDICATE -9 VALVE SIZE
OWNER'
�,, Y REVISONSDAWDIGNM aw ,M. DA
BENCHMARK
DS
wo J. S q
G ��yFO..NTANA. _ -___&_
W ..
Ni. - Lla1 328
E 1-9 . �0
q `�'
>� OF C�-�
® MAINLINE
1 1/2" AND LESS SC14 40 PVC, 2" AND LAFZGER
99
CLS 315, INSTALL MIN 18" DEPTH
SUPERIOR
3300
11/2" BRASS VALVE - NORMALLY OPEN
Q
SUPERIOR
''
LATERAL L INE
CL. 200 PVC 3/4" AND LAR -GER
950 DW
BRASS MOTE CONTROL VALVE
Landscap Architecture .Land Planning .Urban Design
722 N. Diamond Bar Blvd. T. (909) 861-4130
.� Diamond Bar, CA 91765 F. (909) 861-3709
s.A.0549A
RAINBIRD
33 -LDC
3%." BRASS QUICK COUPLING VALVE
= _ _ _ = SLEEVING
SCIS 40 PVCs 2X DIA. OF ENCLOSED PIPE - MIN 24" DEEP
OESEG O 8Y:
T. SEGURA
PRIK.
APRIL'- 27, 2006
SCH 40 PVC: (1) 2" FOR 1-25 QUIRES, MIN 24" DEEP
►/
14AMMOND
I13-645
BRASS GATE VALVE - S[ZE PER PLAN
CHWMP �;
T4L I. SEGURA
APPROVED. 5115 _
511
3
10
QUIRE
CONTROL QUIRES -PER DETAILS 4 4 5, SHEET 04
10^ 1 Liar ^0 #4p_ ^kjk1WJ'_TI ^LI
• .' — . -Raw • - • _. 'Wwmw-�, • . =w- • - _
• • - �... 1 _-.--w . v.-% v"t-.ao"_ : 4._p -"v , , W -w.. S v.. Is a 14.0`1 vvl '%I srlw I >tvl s
AT THIS APPROXIMATE LOCATION AND INSTALL ONE WATER
KMR PER CIVIL ENGINEERS PLAN. THE CONTRACTOR SHALL
INtTALL ONE it/21, $AC#CFLOI,U VENTER, FLOW SENSOR AND A
MASTER VALVE. EXTEND T4 - E NEW 2" CLASS 315 PVC MAINLINE
AS INDICATED. THE CONTRACTOR SHALL VERIFY THE
AVAILABLE PRESSURE, SIZE OF METERAND SERVICE LINE
PRIOR TO C DMMENCIix WORK.
WIC MEST D0'1AND: 25.1 CsfOK
STATIC da". - : WAV PSI
LOCATE THE BACKFLON PREVENTER BEHIND THE SIDENAL.K
W I THI N THE PLANTER AREA AND 50BY 5!-IRi 35, AS
APPROVED BY THE OMMS Rr=F-RESENTATIVE AND THE CITY
INSPECTOR.
1
t/,�\/`►\tri.�`�i.�=i.��ia\'�/n\`�:'a\�/a\��a\'�'ii���/•��'i•\=ia\=it\=i.�Ti.:�/a\�'i•\�'i•\[!i.\'�
�7/ t\�iir�\•/J.�,\i/i\�/1��\�/!�•�i��/=��/��iii,\ri=\�%�.\iii\'►/i\�'/��\�%�\7/Xii.\Y/,i\%i\�/�\�/�\�
I ,
SCALE: LIMP" = 1'—O"
V S' 32'
ib' 4' 16' 48'
SEE SHEET #2 FOR IRRI6ATION NOTES
PVG LATERAL LINA 51ZIN6 GFfftRT
SIz GALLON PER HOUR
3/" 0 — a
111 6-12
11411 12-22
1 !2" 22+
VALVE KE*4(
NOicArEs verve wnHe€R
INDICATES APPROX. GFM'S
INDICATE -9 VALVE SIZE
OWNER'
�,, Y REVISONSDAWDIGNM aw ,M. DA
BENCHMARK
DS
wo J. S q
G ��yFO..NTANA. _ -___&_
W ..
Ni. - Lla1 328
E 1-9 . �0
q `�'
>� OF C�-�
CONSULTANT
CflN�ULTANT
CITY CF FONTANA
99
C �� — PO'ASC ��
�� y
��,,
PAO, IF �-.m
egur Associates, Ince
MAW efr:
R. LOPEZDRAWINGAS
RECORD
/
A � 1
SCAM
SHOWN
Landscap Architecture .Land Planning .Urban Design
722 N. Diamond Bar Blvd. T. (909) 861-4130
.� Diamond Bar, CA 91765 F. (909) 861-3709
s.A.0549A
HOVNANIAN, FORECAST HOMESx'•
4240 E. JURUPA STREET, Ste: 402
ONTARIO, CA 91761
OESEG O 8Y:
T. SEGURA
PRIK.
APRIL'- 27, 2006
CHWMP �;
T4L I. SEGURA
APPROVED. 5115 _
511
3
10
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l�m��