HomeMy WebLinkAbout4025-5STEP SUP BASE SOCKET OVER
END OF WIRES
STRIP WIRES APPROX. 5/$"
FROM ENDS
PUT CRIMP SLEEVE OVER
TEP VIRE ENDS—CRIMP SLEEVE
APPLY SEALER To INSIDE
OF SEALING PLUG
��- FILE,. BASE SOCKED' WITH SEALER
STEP 3
PUSH SEALING PLUG INTO
BASE SOCKET UNTIL IT LOCKS
STEP 4
PUSH WIRES TO END OF BASE
SOCKET TO ASSURE COMPLETE
SEALING 'OF CONNEC ON
RAINBIRD SNAP—TITE - WIRE
CONNECTOR "OR EQUAL"
WIRE CONNECTION
OMIT
O FINISH GRADE
O t"ELECTRICAL CONDUIT
PLASTIC VALVE BOX, wl
locking cover branded "FS"
4 FLOW SENSOR. refer to plans and
specifications
5� PVC MAIN LINE
PVC MALE ADAPTOR (2 req.)
ONE CUBIC FOOD" 314"
CRUSHED ROCK
8" DIA. CL. 160 PVC SLEEVE wl
flared bottom contacting supply line
BELDEN #9883 CABLE (sensor leads
to data decoder.
NOTE; Install valve box so that top of cover is 2" above finish grade in
ground cover areas and 112" in turf: areas.
FLOW SENSOR
PIAN VIEW
TYP. CONCRETE TO REST
AGAINST UNDISTURBED
SOIL
ELEVATION
3
TYP. CONCRETE
THRUST BLOCKS
-STRIP MIRES APPROX. 5/8" FROM ENDS
STEP 1
WHIST CONNECTOR UNTIL WIRE END REACHES BOTTOM
1
STEP 2
MIX CONTENTS OF SEALING PACK, CUT 1/2 OFF
END OF PACK AND INSERT CONNECTOR TO
OPPOSITE END
WW OPEN END OF SEALING PACK WITH
TAPE, ALLOW 'TO SET UNTIL RESIN' JELLS
STEP 4
„SCOTCH" SEALING PACK
WIRE CONNECTION
SECTION/ELEVATION
QUICK COUPLING VALVE
FIN. GRD.
NOTE: THRUST BLOCKS SHALL BE INSTALLED IN ACCORDANCE WITH PIPE
IN LINE
f r r .► r r r r
MANUFACTURER'S RECOMMENDATION FOR SIZE OF PIPING REQUIRED.
--CONTROL WIRES
�f��•ffr.�
UTILIZED IN ALL (2 1/2' AND LARGER MAINLINE RPE)
TAPED AT 10'
• f\
#3 REBAR TO DE PLACED AROUND PIPE INTO THRUST BLOCK TYP.
INTERVALS BELOW
%e%
�%
ptonsist
hyo r�+r
APPROVED BY:
CLTY OF FONTANA
A
f\f•
.%f
BLU AND NEUT. WHITE WITH STRIPE.
(4
//! e t 0 0 l O'l t
c
CITY MOINEDAM
ER
THRU5T BLOCK
PVC MALE ADAPTER (2- req.)
�• ,�`
ROMT w, MUM
ASSEMBLY
PVC GCH. 40 45° ELL (4- req.)
1800
DRAWN BY: 7iM4THYRASTEPT,CIVIL
@5
UNION
�r*l! G1V1
DAZE OF LAST REVIBICN:
STB. PLAU Nd. Bryn cur i nri
THRUST
f \f \f tif \�\r
BLOCK ASSEMBLY
-STRIP MIRES APPROX. 5/8" FROM ENDS
STEP 1
WHIST CONNECTOR UNTIL WIRE END REACHES BOTTOM
1
STEP 2
MIX CONTENTS OF SEALING PACK, CUT 1/2 OFF
END OF PACK AND INSERT CONNECTOR TO
OPPOSITE END
WW OPEN END OF SEALING PACK WITH
TAPE, ALLOW 'TO SET UNTIL RESIN' JELLS
STEP 4
„SCOTCH" SEALING PACK
WIRE CONNECTION
SECTION/ELEVATION
QUICK COUPLING VALVE
FIN. GRD.
� f r f r
IN LINE
f r r .► r r r r
lf��
--CONTROL WIRES
�f��•ffr.�
ONE CUBIC FT. CRUSHED ROCK
TAPED AT 10'
• f\
f\r\
INTERVALS BELOW
%e%
�%
MAINLINE.
SCHEDULE 4b
A
f\f•
.%f
1 FINISHED GRADE
2
14VALVE BOX & COVER
QUICK COUPLING VALVE,
MAINT. KEYS FOR LMD
WORK TO MATCH
SEE SPECS. & LEGEND
CONTINUOUS BRICK SUPPORTS
5 GRAVEL (1 CU. FT.)
6 BRASS FITTING SWING .JOINT
7 PVC MAIN LINE
SEE SPECS. FOR DEPTH
8 PVC TEE OR ELBOW (TYP.)
9 BRASS NIPPLE- 6" MIN.
NOTES:
SEE PLANS, LEGEND AND
SPECIFICATIONS FOR
ADDITIONAL INSTALLATION
NOTES. INCL. KEYS W/
HOSE SWIVAL.
FIN. GRD.
.f\� %%
f\f \!ti
A �f
—LAT
ERAL
SEE LOWER
LEFT FOR
UNDER PAVING
MAIN LINE & CONTROL WIRES IN
AVERAGE SOIL CONDITION
DIMENSION PIPE A
112" TO 3" SIZE 18"
4",6- & 8" SIZE 24'
MAIN LINE & CONTROL
WIRES UNDER PAVING
DIMENSION A B
LATERAL PIPES
CONTROL VALVE
IN LINE
PRESSURE SUPPLY LINE
�2
--CONTROL WIRES
SCH.80 P.V.C., 2 X
ONE CUBIC FT. CRUSHED ROCK
TAPED AT 10'
• f\
�g
INTERVALS BELOW
%e%
wl locking cover branded "MV" and
MAINLINE.
. \
SCHEDULE 4b
sequence number branded oh cover.
SLEEVE UNDER ALL
BLU AND NEUT. WHITE WITH STRIPE.
(4
//! e t 0 0 l O'l t
1 p
' ft{\f\f\f\f•f• f• a f•{•
o
PVC MALE ADAPTER (2- req.)
FIN. GRD.
SCH 40 PVC
�6
PVC GCH. 40 45° ELL (4- req.)
1800
kF\.?\f\Oleo
@5
UNION
ftf\f\f\f\f
%,%%%
20
f \f \f tif \�\r
MIN. 8"x'16" BLOCKOUT FILLED WITH
450
CONCRETE STABILIZED (1 CU. FT,}
570Z -1213 -COM -1 bT-PC SHRUB POP-UP
!. I. 0\
20
9
l \l \le
s
V V
RAINBIRD
f \f \f '
NOTE: FORM ENCLOSURE FTG. AND
A
\f, f
1 FINISHED GRADE
2
14VALVE BOX & COVER
QUICK COUPLING VALVE,
MAINT. KEYS FOR LMD
WORK TO MATCH
SEE SPECS. & LEGEND
CONTINUOUS BRICK SUPPORTS
5 GRAVEL (1 CU. FT.)
6 BRASS FITTING SWING .JOINT
7 PVC MAIN LINE
SEE SPECS. FOR DEPTH
8 PVC TEE OR ELBOW (TYP.)
9 BRASS NIPPLE- 6" MIN.
NOTES:
SEE PLANS, LEGEND AND
SPECIFICATIONS FOR
ADDITIONAL INSTALLATION
NOTES. INCL. KEYS W/
HOSE SWIVAL.
FIN. GRD.
.f\� %%
f\f \!ti
A �f
—LAT
ERAL
SEE LOWER
LEFT FOR
UNDER PAVING
MAIN LINE & CONTROL WIRES IN
AVERAGE SOIL CONDITION
DIMENSION PIPE A
112" TO 3" SIZE 18"
4",6- & 8" SIZE 24'
MAIN LINE & CONTROL
WIRES UNDER PAVING
DIMENSION A B
LATERAL PIPES
CONTROL VALVE
A
PRESSURE SUPPLY LINE
�2
FINISH GRADE
SCH.80 P.V.C., 2 X
ONE CUBIC FT. CRUSHED ROCK
6" LINE SIZE.
PLASTIC VALVE BOX
�g
CO MON & CONTROL WIRES.
B B CONTROL WIRES
wl locking cover branded "MV" and
USE SEPERATE P.V.C.
CO TROL CONDUCTOR SHALL BE
SCHEDULE 4b
sequence number branded oh cover.
SLEEVE UNDER ALL
BLU AND NEUT. WHITE WITH STRIPE.
(4
"SNAP -TITS" ELECTRICAL
CONNECTORS
1 p
24" MIN. EXPANSION LOOP
o
PVC MALE ADAPTER (2- req.)
10
SCH 40 PVC
�6
PVC GCH. 40 45° ELL (4- req.)
1800
PSI). SIZE ACCORDING
1 FINISHED GRADE
2
14VALVE BOX & COVER
QUICK COUPLING VALVE,
MAINT. KEYS FOR LMD
WORK TO MATCH
SEE SPECS. & LEGEND
CONTINUOUS BRICK SUPPORTS
5 GRAVEL (1 CU. FT.)
6 BRASS FITTING SWING .JOINT
7 PVC MAIN LINE
SEE SPECS. FOR DEPTH
8 PVC TEE OR ELBOW (TYP.)
9 BRASS NIPPLE- 6" MIN.
NOTES:
SEE PLANS, LEGEND AND
SPECIFICATIONS FOR
ADDITIONAL INSTALLATION
NOTES. INCL. KEYS W/
HOSE SWIVAL.
FIN. GRD.
.f\� %%
f\f \!ti
A �f
—LAT
ERAL
SEE LOWER
LEFT FOR
UNDER PAVING
MAIN LINE & CONTROL WIRES IN
AVERAGE SOIL CONDITION
DIMENSION PIPE A
112" TO 3" SIZE 18"
4",6- & 8" SIZE 24'
MAIN LINE & CONTROL
WIRES UNDER PAVING
DIMENSION A B
LATERAL PIPES
DIMENSION
A
ALL HEADS (FINLESS
GRANULAR MATERIAL
OTHERWISE SPEC'D)18"
SCH.80 P.V.C., 2 X
(D
'k IS MEASURED BELOW
—SAND BACKFILL OR FINE
AGGREGATE BASE OF
GRANULAR MATERIAL
PAVING
SCH.80 P.V.C., 2 X
THREADEDCONNECTIONS WHERE APPLICABLE
6" LINE SIZE.
No. 3 REBAR
5702 -6P -COM -SH -PC SHRUB POP-UP
NOTE: TREN HES TO BE WIDE ENOUGH TO
B B CONTROL WIRES
ALLOW 6" MIN. HORIZONTAL CLEARANCE
USE SEPERATE P.V.C.
BETWEEN PARALLEL PIPES. COMPACT
SCHEDULE 4b
TRENCH BACkFILL TO COMPACTION SAME AS
SLEEVE UNDER ALL
ADJACENT AREAS AND TO 90% COMPACTION IN
B PAVING 2 112" MIN.
PAVED AREAS
MAIN LINE
She legend for model numbel-
o
ALL SLEEVES SHALL BE
10
SCH 40 PVC
PIPE SLEEVING AND TRENCHING
(D
UVR-PVC PIPE (on grade)
MODEL NUMBER / DESCRIPTION
Anchor rebar a# 10 feet o.c.
�2
SCH 80 UVR-PVC COUPLING- TEFLON TAPE
ARC
THREADEDCONNECTIONS WHERE APPLICABLE
3
No. 3 REBAR
5702 -6P -COM -SH -PC SHRUB POP-UP
UVR-PVC PIPE
20
FINISH GRADE
1800
No, 3 REBAR
DATE:
Install to a depth of 24 inches.
UVR PVC PIPE ON GRADE
MASTER VALVE
kR HORIZ.
GHOUT CON
REDUCED PRESSURE BACKFLOW PRIVENTOR
f\!\/\fes
0-
++} ++++++ Wt. }+++}+++++++++4+{+t+++}+}vitrink. •
rr+} 4++++++4+t+++{.+t+++{++++++++++t+++}++++11 11 11111 11 1 Jill
+++
.. • . -
III
WHITE WITI OF 14
STRIPE WIRES
COMMON)
BLUE
WATERPROOF ALL -'
WIRE CONNECTIONS
AS PER STD.
RED
VA ER COWROL
FLOW SENSOR
OAMETER SAME SIZE
AS FLOW METER SIZE
of .1
�MINWUMMCE 0OWNSTRE&M
5x OIAMEM OF FLOW MUER SIZE
MINIMUM DISTANCE UPSTR"
1OX DMETER OF. FLOW
METER SIZE
FLOW METER/ MASTER VALVE
CONC. WALK
OR CURB 1 /2"
+ 3
s {
• 1 // i
4 1#
FINISH GRADE
♦� HI POP SHRUB HEAD
PVC STREET ELL (SCH 40).
SCH 80 NIPPLE LATERAL LINE WITH
6" MIN. LENGTH PVC TEE OR ELL
DOUBLE SWING JOINT
2 EA. PVC STEET ELLS
NOTE:
INSTALL Hl—POPARR. IRR. HlAD 1 1/2" ABOVE
F.G. 1 1/2" BELOW HAkDSCAPE
INSTAILL . CHECK VALVES POR LOW HEAD DRAINAGE
SHRUB POP-UP SPRAY HEAD TRIPLE SWING JOINT)
Q
SPRINKLER HEAD
O UVR-PVC SCH 40 RISER
0
(A
0
0
2 0
0
SHRUB SPRAY (ON GRADE)
SWING JOINT (two UVR
short nipples and two UVR
90' elbows.)
No. +4 REBAR INSTALL
24" INTO SLOPE
112" SPRING LOADED
CHECK VALVE {UVR}
TIES.I.T. (#ST9) SPRINKLER
UVR-PVC SCH 40 NIPPLES
UVR-PVC SUPPLY LINE
V.I.T. (#PS18) PIPE STABILIZER
C HEAD AND 10'0.C. ON LATERAL
LINE
IRRIGATION LEGEND (Spray Heads)
SYMBOL
FINISH GRADE
MODEL NUMBER / DESCRIPTION
BRASS ELLS
2
BRASS PIPE AND FITTINGS
ARC
PVC MAIN TO SYSTEM
3
BAILEY LINE SIZE'Y' STRAINER WI
5702 -6P -COM -SH -PC SHRUB POP-UP
0.19
20
100
1800
StRONGBOX SMOOTH TOUCH
DATE:
MESH MIN. MONEL SCREEN.
5702 -12P -COM -8Q PC SHRUB POP-UP
BACKFLOW COVER WI LOCK BOX.
4@
BACKFLOW PREVENTER ASSEMBLY
901,
She legend for model numbel-
o
Use ball valves in lieu of gate valves for
10
W THICK CONCRETE FOOTING (2500
20
2" & smaller assemblies
1800
PSI). SIZE ACCORDING
@5
UNION
570Z -12P -COM -1 bQ PC SHRUB POP-UP
TQ ENCLOSURE SPECIFICATION
20
9
11
MIN. 8"x'16" BLOCKOUT FILLED WITH
450
CONCRETE STABILIZED (1 CU. FT,}
570Z -1213 -COM -1 bT-PC SHRUB POP-UP
CRUSHED ROCK FOR
20
9
1200
DRAINAGE
V V
RAINBIRD
570Z -1213 -COM -1 OH -PC SHRUB POP-UP
NOTE: FORM ENCLOSURE FTG. AND
20
LOOSE KEY
1800
REQUEST CITY INSPECTION
b �7
HOSE BIB
570Z -1213 -COM -12Q PC SHRUB POP-UP
PRIOR TO POUR.
20
11
3
'Be
r_4
RAINBIRD
—F—
0.72
20
11
120°
s
I
I
RAINBIRD
�
f
2
20
11
180°
'B'
�
7
I
RAINBIRD
1 �
All r1 Q
2.18
20
11
kR HORIZ.
GHOUT CON
REDUCED PRESSURE BACKFLOW PRIVENTOR
f\!\/\fes
0-
++} ++++++ Wt. }+++}+++++++++4+{+t+++}+}vitrink. •
rr+} 4++++++4+t+++{.+t+++{++++++++++t+++}++++11 11 11111 11 1 Jill
+++
.. • . -
III
WHITE WITI OF 14
STRIPE WIRES
COMMON)
BLUE
WATERPROOF ALL -'
WIRE CONNECTIONS
AS PER STD.
RED
VA ER COWROL
FLOW SENSOR
OAMETER SAME SIZE
AS FLOW METER SIZE
of .1
�MINWUMMCE 0OWNSTRE&M
5x OIAMEM OF FLOW MUER SIZE
MINIMUM DISTANCE UPSTR"
1OX DMETER OF. FLOW
METER SIZE
FLOW METER/ MASTER VALVE
CONC. WALK
OR CURB 1 /2"
+ 3
s {
• 1 // i
4 1#
FINISH GRADE
♦� HI POP SHRUB HEAD
PVC STREET ELL (SCH 40).
SCH 80 NIPPLE LATERAL LINE WITH
6" MIN. LENGTH PVC TEE OR ELL
DOUBLE SWING JOINT
2 EA. PVC STEET ELLS
NOTE:
INSTALL Hl—POPARR. IRR. HlAD 1 1/2" ABOVE
F.G. 1 1/2" BELOW HAkDSCAPE
INSTAILL . CHECK VALVES POR LOW HEAD DRAINAGE
SHRUB POP-UP SPRAY HEAD TRIPLE SWING JOINT)
Q
SPRINKLER HEAD
O UVR-PVC SCH 40 RISER
0
(A
0
0
2 0
0
SHRUB SPRAY (ON GRADE)
SWING JOINT (two UVR
short nipples and two UVR
90' elbows.)
No. +4 REBAR INSTALL
24" INTO SLOPE
112" SPRING LOADED
CHECK VALVE {UVR}
TIES.I.T. (#ST9) SPRINKLER
UVR-PVC SCH 40 NIPPLES
UVR-PVC SUPPLY LINE
V.I.T. (#PS18) PIPE STABILIZER
C HEAD AND 10'0.C. ON LATERAL
LINE
IRRIGATION LEGEND (Spray Heads)
SYMBOL
MANUFACTURER
MODEL NUMBER / DESCRIPTION
GPM
PSI
RAD
ARC
DETAIL
V V
RAINBIRD
5702 -6P -COM -SH -PC SHRUB POP-UP
0.19
20
4
1800
'B'
DATE:
RAINBIRD
5702 -12P -COM -8Q PC SHRUB POP-UP
0.24
20
7
901,
'B'
o
RAINBIRD
570Z -12P -COM -8I' -I -PC SHRUB POP-UP
0.50
20
7
1800
'B'
p O
RAINBIRD
570Z -12P -COM -1 bQ PC SHRUB POP-UP
0.40
20
9
900
'Be
450
RAINBIRD
570Z -1213 -COM -1 bT-PC SHRUB POP-UP
0.52
20
9
1200
B'
V V
RAINBIRD
570Z -1213 -COM -1 OH -PC SHRUB POP-UP
0.71
20
9
1800
'Be
b �7
RAINBIRD
570Z -1213 -COM -12Q PC SHRUB POP-UP
0.50
20
11
900
'Be
TORO SENTINEL ESB36-U2-MPEA161 OK -OB 1 -VRA (36) STATION FIELD SATELLITE CONTROLLER.
RAINBIRD
570Z-12P-COM-I2T-PC SHRUB POP-UP
0.72
20
11
120°
'B'
V V
RAINBIRD
570Z -1213 -COM -12H -PC SHRUB POP-UP
1.09
20
11
180°
'B'
O
RAINBIRD
570Z -12P -COM -12F -PC SHRUB POP-UP
2.18
20
11
3600
'B'
V
RAINBIRD
570Z -1213 -COM -1 SQ PC SHRUB POP-UP
0.85
20
14
90°
'B'
'd7
RAINBIRD
570Z -12P -COM -1 ST -PC SHRUB POP-UP
1.25
20
14
1200
'B'
V V
RAINBIRD
570Z -129 -COM -15H -PC SHRUB POP-UP
1.65
20
14
1800
'B'
®
RAINBIRD
570Z -129 -COM -15F -PC SHRUB POP-UP
2.3
20
14
3600
'B'
®
RAINBIRD
1812-15SST-SAID-PCS 040 STRIP W/PCS SCREEN
0.40
20
20 0
SIZE AS NOTED ON PLAN - 18" MIN. COVER
IRRIGATION LEGEND (Equipment)
SYMBOL
MANUF. / ITEM:
MODEL NO: I DESCRIPTION
DETAIL REF.
-7
SUPERIOR
Model No: 950 SERIES BRASS GLOBE VALVE.
Ice
L
ULL
VALVE
(SEE PLAN FOR SIZE)
NORTH
OOD
D
RAIN BIRD
Model No: '100 -DVA' SERIES AUTOMATIC ELECTRONIC CONTROL VALVE (1" SIZE)
DESIGNED BY:
DATE:
VALVE
AP O
Oo
I�NT�
�
TORO
FCH-H FLUSH VALVE
'H'
A
TORO
YD -500-34 AIIRI VACUUM RELIEF VALVE
,M6
❑
DATA
MODEL# 220.1.258 FLOW METER
INS
Q
INDUSRIAL
Z
FEBCO
Model #825 Y 2" SIZE BACKFLOW PREVENTOR WI SBBC-45SS
'E'
450
STAINLESS STEEL ENCLOSURE,
oa
w
RAINBIRD
Model No.: 33DLRC
oil
z
z
QUICK COUPLER
WITH LOCKING YELLOW VINYL COVER, PROVIDE MATCHING HOSE ELL AND SWIVEL.
No
00
uU
HAMMOND
Model No: 8301-04
IFF
BALL VALVE
LINE SIZE WI OVAL HANDLE
C
TORO
TORO SENTINEL ESB36-U2-MPEA161 OK -OB 1 -VRA (36) STATION FIELD SATELLITE CONTROLLER.
BPI
CONTROLLER
MOUNTED IN STRONG BOX MODEL #SB-24SSI120V (STAINLESS STEEL).
Provide oround rod and surge protection for each
satellite controller.
Park and Landscape Development
Section, Engineering Division
Community Development Department,
City of I ontana (1 /26/98)
-
APPROVED
SCH. 40 PVC PIPE, 4" MIN. INSTALL 24" MIN. COVER
oil
WIRE CONDUIT
EXTEND 12" PAST EDGE OF HARDSCAPE
APPROVED
Model No: CLASS 200 PVC PIPE.
►IF
LATERAL LINE
SIZE AS NOTED ON PLAN - 12" MIN. COVER. NO 112" PIPE LINE.
PACIFIC PLASTICS
UVR-PVC SCH. 40 PIE, ON GRADE. SIZE AS NOTED ON PLAN.
�
BROWN LINE
VV
Model No: 1 112" OR SMALLER {SCH 40 PVC PIPE}. 2" AND LARGER (CL. 315 PVC PIPE)
'J&O'
i ! �
MAIN LINE
SIZE AS NOTED ON PLAN - 18" MIN. COVER
_ _ _ _ _ - _ -
APPROVED
Model No: SCH. 40 PVC PIPE 4" MIN., INSTALL 18" BELOW GRADE.
- - - - - - -
PIPE SLEEVE
EXTEND 12" AST EDGE OF HARDSCAI'E.
DOMESTIC IRRIGATION WATER METER, (INSTALLED BY WATER PURVEYOR)
®EXISTING
WATER METER
ALL PERMITS, FEES, ETC. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
USED ON SLOPES OF 4'+ IN ELEVATION ONLY. IRRIGATION NOTES
ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. ALL SLEEVE SHALL BE A MINIMUM
OF TWICE THE DIAMETER OF THE CONTENTS TO BE SLEEVED OR AS INDICATED ON THE DRAWINGS. CONTROL WIRE SLEEVES SHALL BE 2X
7 FINISHED GRADE THE SIZE OF THE WIRE CONTENTS.
ALL LATERAL LINE PIPING UNDER PAVING SHALL HAVE A PVC SCHEDULE 40 PIPS SLEEVE AND SHALL BE INSTALLED PRIOR TO PAVING.
VALVE BOX & COVER BRANDED
W/ VALVE #AND "RCV" PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT
3 CONTROL WIRES WITH 24" MIN. SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE
SAID TIME OF REJECTION.
EXP. LOOP SERVIVE COIL AND
WATERPROOF WIRE SPLICE FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE AND WITH THE CONSENT OF
CONNECTORS AND CHRISTY'S l.D THE CITY INSPECTOR.
TAGS
120 V.A.C. ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. THE IRRIGATION CONTRACTOR
4 PVC MALE ADAPTER (TYP.) SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER.
5 PVC ELBOW ALL SPRINKLER HEADS SHALL BE PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED.
(6 j REMOTE CONTROL VALVE THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMUM
�✓ OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC.
7 GRAVEL (THREE (3) CU. FT.) THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DSIGN CLARIFICATION ONLY AND SHALL BE
8 PVC LATERAL LINE WITH UNION INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS.
SEE SPECS. FOR DEPtH
9 CONTINUOUS BRICK SUPPORTS IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADI DIFFERENCES, LOCATION OF
WALLS] RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED
1.0 VALVE BOX EXTENSION BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES
AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC.
11 PVC MAIN LINE DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN
LENGTH AS REQUIRED OBSTRIJCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE
12 PVC TEE OR ELBOW (TYP.) ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED
REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL
13 PVC MAIN LINE (TYP,) RESPONSIBILITY FOR ANY REVISIONS NECESSARY.
SEE SPECS. FOR DEPTH ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS
AND SPECIFICATIONS.
NOTES: REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION.
SEE PLANS, LEGEND AND ADV (ANTI -DRAIN VALVES) UNITS AS SHOWN IN THE DE17AILS ARE FOR TYPICAL INSTALLATION ONLY ANI] MAY NOT BE REQUIRED ON ALL
SPECIFICATIONS FOR HEADS. PRIOR TO INSTALLATION THE CONTRACTOR SHALL VERIFY WITH THE ONSITE GRADES. IF THERE IS AN ELEVATION DIFFERENCE OF
ADDITIONAL INSTALLATION
SECTION/ELEVATION NOTES. 24" OR MORE BETWEEN THE HIGHEST HEAD AND THE LOWEST HEAD ON A SYStEM, THE ADV'S SHALL BE INSTALLED PER THE DETAIL.
CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRI0 R TO COMMENCEMENT WITH ANY WORK
REMOTE CONTROL VALVE UNDER THIS CONTRACT,
THE CONTRACTOR SHALL CARRY ALL WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY
THE OWNER.
INSTALL ALL EQUIPMENT AND MATERIALS AS SHOWN ON THE DRAWINGS AND PER THE SPECIFICATIONS.
PRIOR YO COMMENCEMENT OF WORK THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT AND COORDINATE ALL INSPECTIONS
EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION
AND CONDITION OF ALL UTILITILS AND BE RESPONSIBLE FOR DAMAGE TO ANY UTILITIES.
THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT
HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER.
THIS SYSTEM DESIGN IS BASED ON THE REGULATED OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION
DRAWINGS AT EACH POINT OF CONNECTION.
THE CONTRACTOR SHALL KEEL THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO HIS
WORK.
ALL PRESSURE LINES SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF 150 PSI FOR THREE HOURS AND SHALL BE PROVEN WATER
TIGHT.
ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR
FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK.
ALL MATERIALS AND EQUIPMENT SHALL CONFORM TO APPLICABLE STATE OF CALIFORNIA AND LOCAL CODES.
INSTALL VALVES IN PLANTING AREAS WHENEVER POSSIBLE, ONE VALVE PER VALVE BOX AND T O.C. SPACING.
USE TEFLON TAPE ON ALL THRI ADS.
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