HomeMy WebLinkAbout2271-PL-0005FINISH GRADE
II III- !I
_ = = POP-UP SPRAY HEAD SEE
.I I 1-1 - -
_ INSTALLATION S
CHED: FOR MFG. &
MODEL NUMBER.
zw III-
U TRIPLE SWING JOINT W/ MARLEX
T STREET ELLS.
SCH. 40 P.V.C. FITTING FOR
NON -PRESSURE LATERAL
SCH. 80 P.V.C. RISER (LENGTH
AS REQUIRED)
POP—UP SPRAY AD SCALE: N.T.S.
RR001. DWG
WALK, PAVEMENT, OR
OTHER STRUCTURE
RA
s" MIN. FINISH G DE
-
LATERAL LINE
I I -
I .
—Ir=r z=
—
ELEC. F WIRING
I
CONDUIT 0 R NG
C
-1
PRESSURE MAIN LINE
00
.111..,..E 1._ 6„ MIN. -
-111 If- CLEAN SAND BACKFILL
2” MIN.
IF INDICATED)
ND ED
= I I=1 J I CI =1 I
I
MINIMUM BACKFILL RELATIVE
COMPACTION SHALL BE 90%.
NOTES:
1. ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES
2. BUNDLE & TAPE CONTROL WIRES AT 10' INTERVALS
3. TIE A LOOSE 20 LOOP IN WIRING AT CHANGE OF DIRECTION GREATER
THAN 300. UNTIE ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN MADE.
4: UNDER PAVED AREAS, ALL PRESSURE LINES & WIRESSHALL BE SLEEVED
2 W% SCH. 4 b P.V.Q. PIPE & SHALL BE 24" IN DEPTH (MIN.)
UT IR R
5. INSTALL `Ate GON OL W ES ON UNDERSIDE OF MAINLINE PIPE S
6. PIPE DEPTH FOR 2-1/2" AND LARGER SHALL BE 24" MINIMUM.
7. PIPE DEPTH FOR 2" AND SMALLER SHALL BE 18 MINIMUM.
8. PIPE DEPTH FOR ALL NON -PRESSURE LATERAL LINES SHALL BE 12" MINIMUM.
T I!
REIN C RING <I>
SCALE: 1"=1'—C
IRRIGATION NOTES
THE CONTRACTOR SHALLFLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE BEFORE COMMENCING ANY EXCAVATION, ,
THE CONTRACTOR R S
HALL
OBTAIN
AN
1-800-422-4133.TW 2
M Y ALL NG0 ( )
FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, ETC
INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS.. UNDERGROUND SERVICE ALERT LD. NUMBER B C
ROUND, PLASTIC VALVEBOX AS
PER SPECS... BRANDED G 0
LID. SET FLUSH W/ FINISH GARDE
IN TURF AREA, SET 2 ABOVE
FINISH GRADE IN GROUNDCOVER
AREA.
FINISH GRADE
lit— 1 1=111-
— 1
—I
- II=
-III
it
6"0 P.V.C. CL160 PIPE, LENGTH
AS _NECESSARY FOR ACCESS TO
GE
AT VALVE
J
d
1
PRESSURE MAINLINE
P.V.C. MALE ADAPTER (2 REQD
UNION GATE VALVE
1 CU. FT. MIN. OF PEA GRAVEL
2 GATE VALVE SCALE: N.T.S
IRR003.DWG
FINISH' GRADE. BOX SHALL BE FLUSH CHRISTY'S I.D. TAG, STAMPED BRASS
WHEN ADJACENT TO TURF OR TAG OR EQUAL. MARK W/ VALVE
HARDSCAPE, 2 ABOVE F.G. IN STATION NUMBER.
GROUNDCOVER AREAS.
PLASTIC VLVE BOX W/ LOCKING LID.
BRANDED "RCV & STATION NUMBER
ON LID. SET FIRMLY ON PEA GRAVEL.
SEE SPECS.
EPDXY FILLED WIRE CONNECTORS
.......... ......... 11 1 ,,...�..Tuuuu
III=1Ii:
III=
I I-1
I
24 EXPANSION
LOOP I
P.V.C. SCH 40 MALE ADAPTER
I_II (2 REQ'D)
I.
_11I
P.V.C.P:V. LATERAL AL L NE PIPE
I c
I-
i -I l-
FLOW —
�o.-) 0-j0"J0\-)(NJ
h�
— —1
° 1—
4ELBOWS,
c
50
2 REQ'D TO
RAVEL
PEAG BRING PIPING TO
..
REQUIRED DEPTH
P.V.C. MAINLINE FITTING
P.V.C. LINE PIPE LPILOT WIRE
MAINLINE N COMMON WIRE
1lALVE
CONTROL �L
SCALE:- N.T.S.
IRR004.DWG
QUICK COUPLER UNIT PER
FINISH GRADE. BOX SHALL BE FLUSH IRRIGATION LEGEND
WHEN ADJACENT TO TURF OR
» ROUND PLASTIC VALVE BOX W/
HARDSCAPE, 2 ABOVE F.G. IN „
LOCKING COVER, BRANDED Q.C.
GROUNDCOVER AREAS
E ON COVER
°
.... .
_I-111
-1' 1 I-1
-1 I1 �I I I=1:I I=11
it III 1-111-
I-
6"
"
MI
NR WALK, T
CU a W L ETC.
=111-111= - j
— GALV. NIPPLE
1-=I I I I-1 I I_—
II III
GALV. COUPLING
a I a GALV. NIPPLE TYP. 2 PLACES
GALV. 900 ELL
1 CU. FT. CONC. THRUST
a BLOCK
P.V.C. SCH.40 _MALE ADAPTER
P.V.C. SCHAO PIPE
P.V.C. TEE
PRESSURE MAINLINE
3OUICK COUPLER
.SCALE: N.T.S.
IRR005.DWG
CONC. PAD PLAN VIEW
AS REQ'D AS REQ'D AS REO'D
4" MIN
AS REO'D
o. 12" MIN.
AS REO'D
PEA GRAVEL
CONCRETE PAD FOR SUPPORT OF
STEEL ENCLOSURE. SIZE & ANCHOR BRASS UNION, LINE SIZED;
BOLTS AS PER ENCLOSURE SPECS BOTH SIDES LE MUER, LE MAX, STRONGBOX
OR EQUAL VANDAL RESISTANT
WATERPROOF PRESSURE GAUGE BRONZE WYE STRAINER W/ FULL STEEL ENCLOSURE. SIZE AS
(0-200 PSI) ON THREADED TEE. SIZE BLOW OFF VALVE (100 MESH) NECESSARY. PAINT PER SPECS
TYP. BOTH SIDES
REDUCED PRESSURE BACKFLOW
PREVENTER W/ 2 SHUT OFF VALVES BRASS PIPES, NIPPLES &
FITTINGS, •TIN TYP.
FLOW
PEA GRAVEL z 4" MIN
T
W
IIIa.
Q
—119
_
-I—a. a
PVC MAIN
1I-
-I ELEVATION PUC MAIN
— NOTE
1 CU. FT. CONC. THRUST
-SCH 80 PVC MALE ADAPTER., REDUCED PRESSURE BACKFLOW BLOCKS
BRASS COUPLING & BRASS ASSEMBLY SHALL BE LOCATED
NIPPLE, TYP BOTH SIDES IN SHRUB AREAS TO ACHEIVE
VISUAL SCREENING: ,
7 YY 1 V . TER BACKFLOW L
SCALE: N.T.S
IRR006.DWG
RAINGUARD
SENSOR
MOISTURE S S OR
LE MUER, LE MAX, OR
AUTOMATICSTRONGBOX VANDAL -
CONTROLLER W/ RESISTANT ENCLOSURE.
WEATHER PROOF PAINT PER SPECS
CABINET & LOCKING
LID COVER J -BOX
SCOTCH-LOCKEDV
12 0
POWER CONNECTION
T H- KED
" SCO C LOC STAINLESS "J" BOLTS
CONTROL WIRE (OPTION: ZINC -PLATED
CONNECTION STEEL EMBEDDED BASE)
PEDESTAL MOUNTED FINISH GRADE
(OPTION: WALL MOUNT
TO ENCLOSURE) s
3„0 900 SWEEP ELL o
1/0 1/0
LU
CONC. BASE
Uj
-111 v
-
J
-I
3/4” CONDUIT FOR 120V
— SERVICE W/ 2 STRANDS
OF 8 AWG WIRE
TUF DIRECT BURIAL WIRE NOTE:
TO CONTROL VALVE PROVIDE GROUNDING ROD
AS REQ'D BY CODE
CONTROLLER LL
SCALE. N.T.S.
SIZE VALVE SIZE (TYP.)
GPM G.P.M. (TYP.)
LA0. STATION NO. (TYP.)
IRRIGATION
SC HEDULE 0
THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VLVESA C SHOWN ET H WN WITHIN PPAVED-
WORKING DAYS
SHALL BE ALLOWED AFTER THE I.D. NUMBER 1S OBTAINED AND
-.
AREAS ARE .FOR DESIGN .CLARIFICATION
DESCRIPTION
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE
THE INTENT. OF THE CONTRACTOR IS T00 PROVIDE 100% COVERAGE TO ALL
SYM.
REMARKS
P.S.I.
RAD:
G.P.M.
F -570Z -MPR -12P -15F-
'TORO' POP-UP N�-AO
-
H Q
m W IV
SEE
DETAIL
1
30
15'
3.6-1,7-:85
570Z -MPR -12P-8
H -Q
d e
SEE
DETAIL
1
,.0
8'
0.50 - 0.24
570Z -MPR -12P-4
SST
4L
SEE,
DETAIL
1
30
4'X30'
0.90
EPT WHERE NOTED
ALL SPRINKLER HEADS. ARE TO HAVE TRIPLE SWING .JOINTS (EXCE W E E 0
570Z -MPR -12P-4
EST
-, .. �. I-I'i L t ' 1
t.. ,T ►L O. 8 . P
AND ADDITIONAL. INFORMATION.: ...�.,.,,..� C,.
,.. ,
SEE
DETAIL
1
30
4'X15'
0.45
AMI MINIMUM OPERATING PRESSURE OF
THE SPRINKLER SYSTEM DESIGN 1S BASED ON N 0 SS
570Z -MPR -12P-9
SST
z
SEE
DETAIL
1
30
9'X18'
1.20
7 P. .I. A A MAXIMUM FLOW DEMAND OF 50 G.P.M. THE CONTRACTOR SHALL
0 S AND
XPP-300-HP-05
PC
v
SEE
DETAIL
1
50
30'
2.42
VERIFY WATER PRESSURES PRIOR. TO CONSTRUCTION. REPORT ANY DIFFERENCE
570Z -MPR -12P-12
H -Q
V o
SEE
DETAIL
1
30
12'
1:09-0.50
BETWEEN WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL
XP -300 -HP -05
F
b
SEE
DETAIL
1
50
30'
4.83
F TI T THE ARCHITECT.
PRESSURE READING AT THE IRRIGATION POINT 0 CONNECTION O
XP -300 -HP -05
F
O
SEE
DETAIL
1
50
30'
4.83
XP -300_ HP _...:.
PC. `
SEE
DETAIL
1
50
30'
2.42
-05 .. ,-
`77oC-3P - �-S -5t.� - PG
..
Fl -000-000❑
:. , .u..F
:°�
SEE
DETAIL
,2/PL-0006 �
50
0.50
' 000(
'SAI N- Iw1v a QUICK COUPLER 33DRC
3/4
2 ®
SEE
DETAIL
3�
:,.
GRISWOLD'
CONTROL VALVE DWS
®
SEE
DETAIL
6
'IRRI-TROL'
- -
CONTROLLERS MC 24 plus b
(2)
®
SEE
DETAIL
4
'NIBCO'
GATE VALVE T"113
SEE
DETAIL
2 LINE
SIZE
'BROOKS'
VALVE BOX SERIES 1419
'FEBCO'
REDUCED PRESSURE BACKFLOW
825YA
SEE
DETAIL
7 LINE
SIZE
'RAINGUARD'
MOISTURE SENSOR" W/ENCL.
2
SCE
DETAIL
4
' RISWOLD'
MASTER R CONTROL
L VALVE 2000
ERIES
r61 -.
S EE
TAI
DE L6
PRESSURE .LINE
CL 315 P.V.C.
SEE
DETAIL
5
NON PRESSURE
LINE SCH.40 P.V.C.
SEE
DETAIL
5
POINT OF CONNECTION
P.O.C.
PROVIDED BY
PLUMBING CONTRACTOR - VERIFY
LOCATION ON SITE.
USE 570 PRESSURE
COMPENSATING
STATIC WATER PRESSURE
VERIFIED
DEVICE (PCD) TO CONTROL RADIUS &FLOW
AT
P. .I.
80 S
F TA A
BY ON N
WATERCO.
W
C
4-13-93 (909) 822-2201 JIM
WONSER
T IT
THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VLVESA C SHOWN ET H WN WITHIN PPAVED-
WORKING DAYS
SHALL BE ALLOWED AFTER THE I.D. NUMBER 1S OBTAINED AND
-.
AREAS ARE .FOR DESIGN .CLARIFICATION
, ,
ONLY AND SHALL BE INSTALLED IN
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE
THE INTENT. OF THE CONTRACTOR IS T00 PROVIDE 100% COVERAGE TO ALL
T R A
R I TART O THAT UTILITY OWNERS CAN BE
BEFORE .THE EXCAVATION WORK S STARTED S
PLANTING AREAS WHEREVER POSSIBLE.
GRADE DIFFERENCES, LOCATION OF WALLS, AND UTILITIES: THE CONTRACTORS
PLANTING AREAS. A PART OF THE SCOPE OF WORK PROVIDE ANY ADDITIONAL
,
NOTIFIED.
SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL _
R PATTERNS T ACHIEVE PROPER' VERA E WITH A
HEADS, SPECIAL NOZZLES, O E NS 0 CCOVERAGE
SET ALL VALVES AND QUICK COUPLERS
NEXT TO WALKS OR PAVED SURFACES.
COORDINATE HIS WORK. WITH OTHER CONTRACTORS FOR THE LOCATION AND
MINIMUM OF OVERSPRAY AT LA0 ADDITIONAL COST TO THE OWNER,
I ALL :.TREES ONSITE
-
R T I THE TR
INSTALLED N E EE
H FLOOD BUBBLE NS LLED
ARE TO AVE ONE 00
INSTALLATION OF PIPE SLEEVES AND LATERALS UNDER ROADWAYS AND PAVING,
BASIN
SEE 1RRIGA tON-PLANS FOR ,.SEPERATE .BUBBLER VALVING
L .. .. -. -.
EPT WHERE NOTED
ALL SPRINKLER HEADS. ARE TO HAVE TRIPLE SWING .JOINTS (EXCE W E E 0
ETC.
I FOLLOW .'.MAI I R TI
INSTALLATION FOR THE CONTROL WIRES SHALL NL NE ROUTING. 2
-, .. �. I-I'i L t ' 1
t.. ,T ►L O. 8 . P
AND ADDITIONAL. INFORMATION.: ...�.,.,,..� C,.
,.. ,
PLANS).
ON L NS!
AMI MINIMUM OPERATING PRESSURE OF
THE SPRINKLER SYSTEM DESIGN 1S BASED ON N 0 SS
s V
4 DIAMETER M! GH. 0 P.V.C.
PROVIDE SLEEVES AS SHOWN ONDRAWING. USE D E IJ , S.. 4 1111
I�... . ,K„.�-,�_,
z
11,_F
z
PIPE SIZES SHALL CONFORM TO THOSE
SHOWN ON THE DRAWINGS: LA0 -
7 P. .I. A A MAXIMUM FLOW DEMAND OF 50 G.P.M. THE CONTRACTOR SHALL
0 S AND
MIN. DEPTH 18” TO TOP OF LINE. CONTROLLER WIRES SHALL BE IN SEPERATE
x w
'x �
-
SUBSTITUTIONS OF SMALLER PIPE SIZES
SHALL BE PERMITTED, BUT SUBSTITUTIONS
VERIFY WATER PRESSURES PRIOR. TO CONSTRUCTION. REPORT ANY DIFFERENCE
SLEEVE OF EQUAL SIZE AND TYPE.
S
Ow
11
OF LARGER SIZES MAY BE APPROVED.
R T PIPE HALL BE
ALL DAMAGED AND EJEC ED S
BETWEEN WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL
AT THE TIME
OF THE SAID REJECTION
F TI T THE ARCHITECT.
PRESSURE READING AT THE IRRIGATION POINT 0 CONNECTION O
LOCATE VALVE CHART IN CONTROLLER - REDUCE AND ENCASE IN PLASTIC !AS
REMOVED FROM HE S E
BUILT).
V � FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALLBE APPROVED BY THE DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS -
PRI K R SYSTEM HAGUARANTEED F R A , .,
TH R AR K TR TI OR GUARANTEE.. THE INSTALLED S N LE S STE SHALL 0 ,, .,., , LAWRENCE R MOSS ASLA
,.. ARCHITECT.
WHEN IT -1S OBVIOUS IN THE FIELD :THAT E E E UN NOWN OBS UC ONS
w ce.
,. La ren
F TH RK. H &ASSOCIATES INC
x z T A PERIOD OF ONE i1) YEAR FROM THE DATE OF ACCEPTANCE 0 E WO S OULD ,> ,
a w
GRADE DIFFERENCES 1N THE AREA. DIMENSIONS EXIST THAT MIGHT NO H VE BEEN
.. .,.
� u
120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE CONSIDERED IN THE ENGINEERING. :SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD ANY TROUBLE DEVELOP WITHIN THE TIME SPECIFIED DUE TO INFERIOR 0RFAULTY u .-
�...
,
C7
PR
OVIDED
BY OTHERS
:
BE BROUGHT T THE ATTENTION OF THE AR
CHITECT. 1N THE EVENT
THAT THIS MATERIAL
R WORKMANSHIP . THE TROUBLE SHALL BE CORRECTED 8Y THE
it
Y
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w,
3458 OCEAN
VIEW
B
L
VD
O GLENDALE CA 91208
q NOTIFICATION IS NOT GIVEN THE CONTRACTOR SHALL ASSUME FULL CONTRA T R WITHOUT EXPENSE T0 THE 0WNER. M 0 '
18 248 5200
LLPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS RESPONSIBILITY SI I ITY F R A Y NECK.SARY R VI IONS CITY OFF TANGCALIFORNIA
z AsotlateSLANDSCAPE ARCHITECTURE
0THERWI E SPECIFIED. W CHECKED Y DR.LA0. TE
Vd AP ftOVED q
CITY ENGINEER !RE. 0, t:
CONTRACT NO. C-6320
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anYAVrqOSe not �" � aa REVISION SHEET _Var 4DDEND MNO1 C'�� 100 West walnut mut str FOA METROLINK "PLAZl ZGLAPPROvED BY _ eeWw m or m agr8eme tSL.th 1hg Pasetlena. �a1 ern-as11 4O� _
ca_93 tSSUE FOR B D southern CaliforniaC iif rn�a Regional LRM
0. z fa�1 IRR GATI DETAILS, NOTES, LEGEND
VDATE �Y Auth ri Y_ DATE �DESC DESCRIPTION APP. CASFo
7_6-93 APPROVED: SHEET 10F1 SCALERELEASED.
1 _
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