HomeMy WebLinkAbout2769-57INSTALL ALL SLEEVES WITH 36" COV9M C H A S E R A D
-NOTE: VALVE LOCATIONS NOTE: MAIN LINE IS 9'-0"
9 AND 10 ARE REVERSEDNOTE: SLEEVE CR SSING IS 15'-0" 2 NOTE: GATE VALVE LOCTATION OFF OF CURB AND GUTTER
OFF CURB AND GU TER
►'21 l"7 �' � "!5 � 1'IS
i 2 _
I • +
�'�
I" !�
COW
1'-
. , I
Q r Ib NOTE: _ • NOTE: SLEEK 1 15'-0"
AIN LINE RUNS - - - - -- - - OFF CURB A1QD�G 15 2
2'-0" VFF OF WALL I t j 2
2 "
TOTAL I IG D AREA = 25,500 SOFT. Q
NOTE: SLEEVE IS 13'-0' 1 4
y OFF OF BUILDING 2 i G Qr
NOTE: ALL VALVES TEE OFF OF MAIN LINE
1 FIRE STATION
AND SET 2'-0" OFF INSIDESIDEWALK GE
NOTE: MAIN UNE RUNS -
4'-0" OFF OF WALL
2 1 -
i
-
NOTE: EDGE OF BUILDING
i NOTE: MAIN LINE RUNS
(�- " 4'-0OFF OF SIDEWALK
�, It _ o of
NOTE: MAIN thiQE IS 9•-O"
r.
OFF OF CURB AND GUTTER
so
r M
IO NOTE: FIRST VALVE IS
1S 5'-0 OFF BUILDING 2
a r -
iti 1 I
? NOTE: IKAAIW i INE IS =0"'
OFF OF--SIDEWALK2 'r
17 r • • r --
y �" Il4•
NOTE: MAIN LINE IS 2'-0"
OFF OF BUILDING AND CURB Ze Qr
AND GUTTER
NOTE: MAIN LINE RUNS j 6 2 r (
2'-0" OFF OF BUILDING 2 NOTE: SLEEVE CROSSING IS 15'-0" 2
a EDGE �, `4' OFF CURB AND GUTTER
M M
CONTROLLER IN CAI -RBI -24 STAINLESS STEEL
ENCLOSURE ASSEMBLY BY PTS.
CONNECT CONTROLLER TO 110 VOLT ELECTRICAL
SERVICE PROVIDED BY OTHERS. INSTALL (1)
ORANGE COLORED SPAREWIRE ALONG THE
ENTIRE LENGTH OF THE MAIN LINE.
INSTALL PRESSURE COMPENSATING SCREENS
IN ALL POP UP SPRAY HEADS; REFER TO
MANUFACTURERS LITERATURE FOR SIZING
FINISHED GRADE
s. 6' MIN FROM HARDSCAPES
4
CLEAN BACK FILL SATURATE AND COMPACT TO 90%
NON PRESSURE LATERAL UNE
HARDSCAPING z _z TERAL UNE
NATIVE BACKFILL 2" MINUS m PRESSURE SUPPLY UNE
. NON PRESSURE LATERAL UNE W/SLEEVE ;
CONTROLL WIRES
: LEAN BACKFILL
~ PRESSURE SUPPLY LINE W/SLEEVE
N
CONTROL WIRE SLEEVE 1 I
r:•`:r+ �` ��: SAND BACK FILL
6
2' MI "MIN
6. FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES. NO
LARGER THAN 1/2' INCH IN SIZE. THIS WILL BE PERMITTED IN THE
MIN INITIAL BACKFILL MEASURED FROM THE TOP OF PIPE. THE REMAINDER
TIS ES. OF TRENCH CAN BE FILLWITH ROCK SCREENED 2" MINUS.
INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY UNE SIZE PER ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90%
SPEC. INSTALL ALL PVC PIPE WITH `LABEL UP.
ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE UNE TO BE SNAKE ALL PIPE IN TRENCH.
SLEEVED. BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE
• INCREASE THIS DISTANCE TO 36' WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL SUPPLY UNE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE
TRAFFIC WAYS. CHANGES IN DIRECTION.
SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY PRESSURE MAIN LARGE THAN 2" SHALL BE P.V.C. CLASS 315
INSPECTOR SMALLER THAN 2' SHALL BE P.V.C. SCHEDULE 40.
IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN
PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE ON GROUND LEVEL MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE.
44 l CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE
SERVING A DRINKING FOUN-. AJN OR PRESSURE MAINLINE
3" AND LARGER.
GATE OF LAST RLMSION: 9-14-98 DATE OF LAST REVISION: 9-14-98
ISVES3l APPROVED BY: tolEssp APPROVED BY:
+ CITY OF FONTANA ` a l
CITY OF FONTANA
UL Mas
CITY ENGINEER DATE: CITY ENGINEER DATE
RO1&RT W WEDDLE SLEEVING DETAIL Its. 25131 ROBERT W. WEDDLE TRENCHING DETAIL
x L11. a/34/0 * W. 12/3+/m
am RECOMMENDED BY: RECOMMENDED BY:
+If a tills DRAWN my. TMAOTHY KA6TE17TSIO. DETAIL NO. 518 r���f OF Ltt1iDRAWN BY: TIMOTHY RASTEDT STO.'DETAIL NO. 515
PRESSURE INFORMATION OBTAINED FROM
THE CITY OF FONTANA WATER DEPARTMENT.
IKKIVAI IUN, •7CC I,IVIL r_N%. IrVtCKIN1_V UKhJ.
STATIC PRESSURE 63 PS! _
PEAK IRRIGATION DEMAND 30 GPM " _ - _
CONTRACTOR SHALL VERIFY WATER PRESSURE
PRIOR TO START OF IRRIGATION INSTALLATION.
NOTIFY THE CONSULTANT IMMEDIATELY IF
L VARIATIONS OF MORE THAN 5 PSI ARE FOUND. q
• I
ENCLOSURE ASSEMBLY WITH COMMERCIAL
STRIPS,STRIPS, FAN AND UNIVkRSAL ADAPTER
FOR REMOTE CONTROLSECURED ON
CONCRETE FOOTING. COLOR CODED MAP
FOR VALVE LOCATION INSIDE (SEE SPECS.)
LOCK COVER
COMMON WIRE SHALL BE TIED NSIDE HOUSING
/z__ WHEN REQUIRED
ON-OFF SWITCH TO BE PROVIDED
j. BY CONTRACTOR
CONCRETE FOOTING -INSTALL 3' MIN. ABOVE
GRADE AND SLOPE CONCRETE AT 2% TO DRAIN
FINISH GRADE
ELECTRICAL CONDUIT TO SOURCE (CONTROL
UNIT ELECTRICAL REOUIREMENTS: t IS volt.
'• 60 cycle, 2 anps. MAXJ
ELECTRICAL TAPE - TAPE WIRING
AT NTERVALS OF I0'O C
I COMMON WIRE TO ALL RCV S
NOTES: I CONTROL WIRE TO EACH RCV
L COMMON 147RE TO BE WHITE AND - CONTROL WRING (AWG IF. ♦ 111, SECURE TO
CONTROL WINE TO BE BLACK N COLOR CONTROL UNIT AT TERMINALS PROVIDED N
2. NO SPUC£S SHALL BE MADE BETWEEN CONTROL OMIT - UNLESS OTHERWISE NOTED
CONTROLLER AND REMOTE CONTROL VALVE
3. CONTROL WIRING SEOUENCE CORRESPONDS TO OPERATING SEOIIENCE OF REMOTE CONTROL
VALVES AND AUTOMATIC SPRINKLER CONTROL LWT STATION CONNECTION ISEQUENCE SHOWN ON
DETAIL IS FOR REFERENCE ONLY, SEE IRRIGATION PLAN FOR CORRECT VALVE SEOUENce
ISOMETRIC ISOMETRIC
i AUTOMA77C CONTROLLER IN ENCLOSURE ASSEMBLY- REMOTE CONTROL VALVE
NO SCALENO SCALE
FINISH GRADE
IWTUL NSTALLATION O
POP -LR' HEAD AFTER LOWERING (FNA
ai.•ABOVE FNISHGRADE PVC LATERAL LINE DEL PGH
sloEwALx, CURB, ETc O ARED ROTOR
'-�, M��r •.� .. 3/4" STREET ELL
i
FAWSH
i VC SCKf0 STREET ELBOW PVC TEE
SCH. BO N VI.F;
z O SLZE AHD LENGTH AS REOU11RED
Uj
a PVC TEE OR ELBOW SxSxT
` 3/4' SCHED NIPPLE
o PYCscrl •o STREET ELBOW (LENGTH EOUIRED)
LITERAL LINE
Now- 3/ TREET ELLS
USE
TEFLON TAPE ON ALL THREADED FIT TNGS -
-UP HEADP HI
SCALE •
0 � cH GH POP
Virginia Dare Tower
10470 Foothill Blvd.
Rancho Cucamonga
California 91130-3754
tel: 909 987 0909
fax: 909 9809980
CHRISTIE I.D. TAG---�--y
tiZ5 '' w.
MANUFACTURER
�01ti�
BOX TO BE PLACED.AT RIGHT
'
CONNECT WIRES BY
•0¢
ANGLES TO HARDSCAPE EDGE
CRIMPING USING WIRE
1
►AMT WMRE ARROW ON CURS
NUTS AND SEALING
"
1806SAIM-15
WITH PEN TITS
WIRE CONNECTORS?.
- �'
• • +
•x/
12"x18" PLASTIC BOX AND
/COVER WITH LOCK TOP
FINISH GRADE LAWN A EA
.
MARKED: IRRIGATION CONTROL
FINISH GRADE
•:.
•
VALVE
SHRUB AREA •
NON PRESSURE LINE FITTING
. T - .
111
.1Y�.R
,
CURL TYPE EXPANSION LOOP
•.
-. r:"
I IMIN. 24
02.52
100 314' Cl. 315 Lateral Line 08.00 03.45
SB)EWALK, CURB. ETC.
= 31.2,318.80 (GALLONSNEAR)
��• PVC LATERAL PIPE
12• POP UP 0.4 0.6 0.8
SOLENOID
10'
ESTIMATED WATER USE:
0u1C9 COUPLMG VALVE ISEE SPECSJ
.�•. FLOW ADJUSTMENT
{' ~'
= (56.6) (.80) (7,700.0) (.62)
Station S: 18 Min. Re# by Head: 30.00
Z l�fa' !•"
PEA GRAVEL (MIN. I Co. It.)
'
Farthest System 6.0' Elevation Loss: 02.60
4'
��
----- PVC SCH. 80 MALE ADAPTOR
TOTAL EMU
= 528,485.52 (GALLONSNEAR)
•
PVC LINE PPE hM SCK 80
1806-SAM-I6H-SLA-P.CSO40
t,11
PRESSURE SUPPLY LIVE FITTNG ISEE SPECSJ
$
yA1
f0=4 GRADE LA WN AREA
FMISN GRADE, SHRUB AREAS
COMMON WIRE TO CONTROLLER 1
' • -f1175H
GRADE; SMRUB MEAS
CONTROLWIRE TO CONTROLLER
BUBBLER 02
I•
NOTE:
30
INSTALL CONTROL VALVES MIN. OF
.((
1
aft. APART IN SHRUB AREAS UNLESS
STAMLESS STEEL CLAMP (3 PLACES)
OTHERWISE NOTED
ISOMETRIC ISOMETRIC
i AUTOMA77C CONTROLLER IN ENCLOSURE ASSEMBLY- REMOTE CONTROL VALVE
NO SCALENO SCALE
FINISH GRADE
IWTUL NSTALLATION O
POP -LR' HEAD AFTER LOWERING (FNA
ai.•ABOVE FNISHGRADE PVC LATERAL LINE DEL PGH
sloEwALx, CURB, ETc O ARED ROTOR
'-�, M��r •.� .. 3/4" STREET ELL
i
FAWSH
i VC SCKf0 STREET ELBOW PVC TEE
SCH. BO N VI.F;
z O SLZE AHD LENGTH AS REOU11RED
Uj
a PVC TEE OR ELBOW SxSxT
` 3/4' SCHED NIPPLE
o PYCscrl •o STREET ELBOW (LENGTH EOUIRED)
LITERAL LINE
Now- 3/ TREET ELLS
USE
TEFLON TAPE ON ALL THREADED FIT TNGS -
-UP HEADP HI
SCALE •
0 � cH GH POP
Virginia Dare Tower
10470 Foothill Blvd.
Rancho Cucamonga
California 91130-3754
tel: 909 987 0909
fax: 909 9809980
CONC. WALK
POP-UP SHRUB HEAD WALK OR CURB OR CURB 1 /2"
FINISH GRADE FINISH GRADE
SCH 80 PVC NIPPLE
THREADED BOTH ENDS
HI POP SHRUB HEAD
%'P`VC STicccl ELLS _
L- PVC STREET ELL
LATERAL LINE WITH
PVC TEE OR ELL
DOUBLE SWING JOINT
NOTE: 2 EA. PVC STEET ELLS
0 INSTALL 12" SHRUB POP-UP HEAD 1 1/2" NOTE:
ABOVE F.G. INSTALL HI -POP IRR. HEAD 1 1/2" ABOVE' F.G.
O F.G. - 1 1/2" BELOW WALK OR CURB F.G. 1 1/2* BELOW HARDSCAPE
DATE OF LAST REVISION: 9-14-98 DATE OF LAST REVISION: 9-14-9i5
APPROVED 13Y: CITY OF FONTANA1toiEsslp APPROVED BY:
CITY OF FONTANA
LAWN / 41161811 ` ^
NL bin ROBERT
ENGINEER DATE: • ssl3t CITY ENGINEER DATE:
ROBERT W. WEDDLE 5HRUS POP-UP HEAD ROBERT W. WEDDLE HI POP 5HKU13 HEAD
*
ora * RECOMMENDED BY:
J�+I£B t1a11 \! REC01iMENDEO BY: DRAWN BY: TIMOTHY RASTEDT ETD. DETAIL NO.52x OWLf�*7 WL 11d8�' DRAWN BY: TIMOTHY IUSTEDT STD. DETAIL NO. 524
Irrigation Pressure Calculation
MANUFACTURER
PROJECT LANDSCAPE AREA:
= 25,500.0 SQUARE FEET
FONTANA FIRE STATION Static Pressure: 63.00
Apr -5-99
MAXIMUM WATER BUDGET:
_ (ETO)_ (0.8) (AREA)
Max. GPM Demand: 21.00
►AMT WMRE ARROW ON CURS
= (56.6) (0.8) (.59)
Units Size Type Description GPM Unit PSI toss
1806SAIM-15
= 26.72 (ACREIINCHESNEAR)
3.7 90 VAN AW 360
IS
PLASTIC BOX ANO COVER
1 2" Disc Water Meter 21.00 00.00
= 715,876.8 (GALLONSNEAR)
1 2' Reduc. Pressure BFP 21.00 09.00
RAINSIRD 9
,,
COVER YM KEIk /YUGADON
ESTIMATED WATER USE:
= (ETO) (KCIEi) (AREA)
1 1" Plastic Control Vain 21.00 03.20
650 2" Cl. 315 Main Line 21.00
PLANTER AREA
= (56.6) (.50) (17,800.0) (.62)
02.52
100 314' Cl. 315 Lateral Line 08.00 03.45
SB)EWALK, CURB. ETC.
= 31.2,318.80 (GALLONSNEAR)
Misc Fittings Allowance 01.19
12• POP UP 0.4 0.6 0.8
1.6 90 VAN 180 360
10'
ESTIMATED WATER USE:
0u1C9 COUPLMG VALVE ISEE SPECSJ
Component Losses: 22.26
" ' J.
= (56.6) (.80) (7,700.0) (.62)
Station S: 18 Min. Re# by Head: 30.00
1806-SAM•18 QSLA PCS -020
''
Farthest System 6.0' Elevation Loss: 02.60
4'
��
Total Pressure Rsq'r. 54.86
TOTAL EMU
= 528,485.52 (GALLONSNEAR)
•
RAINSIRD 0
1806-SAM-I6H-SLA-P.CSO40
r r r
f0aw GRADE LAWN AREAS -
4'
yA1
f0=4 GRADE LA WN AREA
FMISN GRADE, SHRUB AREAS
■
' • -f1175H
GRADE; SMRUB MEAS
1806SAm-ksT-B•PC5020
BUBBLER 02
I•
1.15'
30
.((
1
HUNTER
STAMLESS STEEL CLAMP (3 PLACES)
ROUND,PLASTiC BOX AND COVER
W
8
COVER MARKED: RRIGATION GATE
SHRUB ROTOR 2 4,2
4,2 ADJ ADJ
351
LENGTH AS REQUIRED. S/!' BRASS NMPLE
0.62
g
'4
GRISWOLD 0
2250
MASTER VALVE, PRESSURE REDUCING.
p
NAND WHEEL OR BRASS CROSS MAM E•
�!
A • E
PRESSURE SUPPt r LINE fRTMG (SEE SPECS)
RAINSIRD 0
PES
PREssuxE SUPfLr LBE
SU►/L r AM
i s
(SEE SPECSJ
RAINBIRD 0
33 DLRC
QUICKCOUPUNG VALVE.
tr'
BRASSNPfLE
jam„
GATE VALVE. LINE SIZE.
PEI GRAVEL WA 2 CU. FTJ
WBRASS
ELBOW
L�
RAINSIRD # i
M
CONTROLLER IN STAINLESS STEEL ENCLOSURE ASSEMBLY BY PTS
•
BRASS AWftE
a
` f
GATE VALVE
CONTROLLER
AND STATION NUMBER
N 8
V2' G.tt V, PIE POST
VALVE SIZE I GPM FLOW
Pvc SCH. 10 MALE ADAPTER
PVC
. SCHEDULE 40
SLEEVE
PEA GRA VEL Bet i CIL FTJ
w
PVC
SCHEDULE 40
SPRINKLER LATERAL
ISOMETRIC
PVC
SCHEDULE 40
IRRIGATION MAIN, 314' TO 1-1rY SIZE
L$OMETRIC
`
iri
PVC
QUICK COUPLING VALVE
IRRIGATION MAIN, 2• AND 2-112'
GATE VALVE
NO SCALE
NO SCALE
CONC. WALK
POP-UP SHRUB HEAD WALK OR CURB OR CURB 1 /2"
FINISH GRADE FINISH GRADE
SCH 80 PVC NIPPLE
THREADED BOTH ENDS
HI POP SHRUB HEAD
%'P`VC STicccl ELLS _
L- PVC STREET ELL
LATERAL LINE WITH
PVC TEE OR ELL
DOUBLE SWING JOINT
NOTE: 2 EA. PVC STEET ELLS
0 INSTALL 12" SHRUB POP-UP HEAD 1 1/2" NOTE:
ABOVE F.G. INSTALL HI -POP IRR. HEAD 1 1/2" ABOVE' F.G.
O F.G. - 1 1/2" BELOW WALK OR CURB F.G. 1 1/2* BELOW HARDSCAPE
DATE OF LAST REVISION: 9-14-98 DATE OF LAST REVISION: 9-14-9i5
APPROVED 13Y: CITY OF FONTANA1toiEsslp APPROVED BY:
CITY OF FONTANA
LAWN / 41161811 ` ^
NL bin ROBERT
ENGINEER DATE: • ssl3t CITY ENGINEER DATE:
ROBERT W. WEDDLE 5HRUS POP-UP HEAD ROBERT W. WEDDLE HI POP 5HKU13 HEAD
*
ora * RECOMMENDED BY:
J�+I£B t1a11 \! REC01iMENDEO BY: DRAWN BY: TIMOTHY RASTEDT ETD. DETAIL NO.52x OWLf�*7 WL 11d8�' DRAWN BY: TIMOTHY IUSTEDT STD. DETAIL NO. 524
Irrigation Pressure Calculation
MANUFACTURER
PROJECT LANDSCAPE AREA:
= 25,500.0 SQUARE FEET
FONTANA FIRE STATION Static Pressure: 63.00
Apr -5-99
MAXIMUM WATER BUDGET:
_ (ETO)_ (0.8) (AREA)
Max. GPM Demand: 21.00
0
= (56.6) (0.8) (.59)
Units Size Type Description GPM Unit PSI toss
1806SAIM-15
= 26.72 (ACREIINCHESNEAR)
3.7 90 VAN AW 360
IS
= (56.6) (0.8) (25,500.0) (.621
1 2" Disc Water Meter 21.00 00.00
= 715,876.8 (GALLONSNEAR)
1 2' Reduc. Pressure BFP 21.00 09.00
RAINSIRD 9
1806SAM-10LA
1 1-112" Globe Master Valve 21.00 02.90
ESTIMATED WATER USE:
= (ETO) (KCIEi) (AREA)
1 1" Plastic Control Vain 21.00 03.20
650 2" Cl. 315 Main Line 21.00
PLANTER AREA
= (56.6) (.50) (17,800.0) (.62)
02.52
100 314' Cl. 315 Lateral Line 08.00 03.45
XS
= 31.2,318.80 (GALLONSNEAR)
Misc Fittings Allowance 01.19
12• POP UP 0.4 0.6 0.8
1.6 90 VAN 180 360
10'
ESTIMATED WATER USE:
= (ETO) (KCIEQ (AREA) .
Component Losses: 22.26
TURF AREA
= (56.6) (.80) (7,700.0) (.62)
Station S: 18 Min. Re# by Head: 30.00
1806-SAM•18 QSLA PCS -020
= 216,166.72 (GALLONSNEAR)
Farthest System 6.0' Elevation Loss: 02.60
4'
30
Total Pressure Rsq'r. 54.86
TOTAL EMU
= 528,485.52 (GALLONSNEAR)
R i
RAINSIRD 0
1806-SAM-I6H-SLA-P.CSO40
es dual Pressure: 08.14
TOTAL EMU: = 73.8r/. OF MWB
IRRIGATION LEGEND.
SYMLtB4OLS
MANUFACTURER
ITEM GPM
PATTERN
R
PSI
I P.R.
b
0
O
RAINBIRD i
1806SAIM-15
6' POP UP 0.6 1.3 1.8
3.7 90 VAN AW 360
IS
W
1.83
6 O
)f
RAINSIRD 9
1806SAM-10LA
6' POP UP 0.4N._ 0.6 0.8
1.6 90 VAN 180 360
IV
30
1.78
b
6 O
XS
RAINBIRD /I
1812 -SMA -PRS -I OL A
12• POP UP 0.4 0.6 0.8
1.6 90 VAN 180 360
10'
30
1.78
or
RAINBIRD R
1806-SAM•18 QSLA PCS -020
SHRUB SPRAY 02
90 - •
4'
30
RAINSIRD 0
1806-SAM-I6H-SLA-P.CSO40
SHRUB SPRAY 0.4
180
4'
30
■
RAINSIRD f
1806SAm-ksT-B•PC5020
BUBBLER 02
STRIP
1.15'
30
.((
1
HUNTER
8
PGS -ARV -08, 45N.
SHRUB ROTOR 2 4,2
4,2 ADJ ADJ
351
3.0
0.62
g
GRISWOLD 0
2250
MASTER VALVE, PRESSURE REDUCING.
RAINSIRD 0
PES
REMOTE CONTROL VALVE.
0
RAINBIRD 0
33 DLRC
QUICKCOUPUNG VALVE.
NIBCO 0
7-113
GATE VALVE. LINE SIZE.
L�
RAINSIRD # i
ESP -MC -24
CONTROLLER IN STAINLESS STEEL ENCLOSURE ASSEMBLY BY PTS
l
CONTROLLER
AND STATION NUMBER
N 8
VALVE SIZE I GPM FLOW
PVC
. SCHEDULE 40
SLEEVE
PVC
SCHEDULE 40
SPRINKLER LATERAL
PVC
SCHEDULE 40
IRRIGATION MAIN, 314' TO 1-1rY SIZE
`
PVC
CLASS 315 1
IRRIGATION MAIN, 2• AND 2-112'
NOTE: CONTRACTOR SHALL INSTALL PRESSURE COMPENSATING NOZZLE SCREENS IN ALL SPRINKLER HEADS
REQUIRING ADJUSTMENTS OF RADIUS. REFER TO MANUFACTURERS LITERATURE.
RECORD DRAWING
f
THESE RECORD DRAWINGS(AS-BUILT DRAWINGS) HAVE BEEN PREPARED
BASED ON INFORMATION SUBMITTED, IN PART BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, RJM DESIGN GROUP, INC.
HAS NOT VERIFIED THIS INFORMATION AND IS NOT RESPONSIBLE FOR ITS
ACCURACY OR ADEQUACY, NOR FOR ANY ERRORS OR OMISSIONS WHICH
MAY HAVE BEEN INCORPORATED INTO THESE DOCUMENTS AS A RESULT.
Toby Mertens irrigation Consultant
333 Avenida Adobe
San Clemente, Ca. 92672
E mail. MertensTQworldnet att.net
Tel. (949) 498-44b!. Fax. (S49) 4984810
}41
&1
B • B
®
• _
EM®
CHECKED TM
DATE SEP. 1999
U-1
}41
1{►
DRAWN _ TM
CHECKED TM
DATE SEP. 1999
U-1
SCALE 111=20'
a
JAB N0. .g 177
_. t ...� .. . .