HomeMy WebLinkAboutR-376318El
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SET VALVE BOX FLUSH W/
SURROUNDING FINISHED GRADE
4" SCH. 80 NIPPLE �. .
VALVE BOX AUTOMATIC CONTROL
(AS SPECIFIED) `VALVE (AS SPECIFIED)
SCH. 80 MIPT UNION
(BOTH SIDES OF VAL
LD -06 SCALE: 1/2" = 1'
SET TOP FLUSH -
W/FINISH GRADE
IN LAWN AREAS
x I-
12"± OF
CL DRAIN RC
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FABRIC
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VE
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SET TOP i"ABOVE
FINISH GRADE IN
BED AREAS
-GATE VALVE
(LINE SIZED)
-CONTINUOUS BRICK
FOUNDATION (TYPICAL)
-6"DIA. PVC PIPE, 10"±LONG;
UTILIZE AMETEK 20"DEEP
ROADWAY BOX BOTTOM IF
MAINLINE DEPTH IS 24"
PVC SCH. 40 -.
MAINLINE W/ L -i L;= -II I- TRACE WIRE
FLANGE ADAPTERS L IIII iiiI -1 i ,
!II III LLI=111; -11r
I' WELL COMPACTED
SUBGRADE
SYSTEM MAINLINE GATE VALVE
LD -06 SCALE: 1/2" = 1'-0"
12" PRE -ASSEMBLED
SWING JOINT, (HUNTER
w OR RAINBIRD), UTILIZE
I" SIZE FOR 1800'S
w
z
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45' OR LESS
TOP i" ABOVE
FINISHED GRADE
IN BED AREAS
TOP FLUSH W/
FINISHED GRADE IN
6" DEPTH
DRAIN ROCK
BRICK
10"DIA. VALVE BOCK
W/BOLT DOWN
TOP i" ABOVE
FINISHED GRADE
IN BED AREAS
jt}{=QUICK COUPLER
2 -ZIP III= VALVE
TIES V=III
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0000000 NOTE:
VALVE KEY HANDLE TO
IIII CLEAR TOP OF BOX BY
&gBFg. IIII.2i" MINIMUM.
%SUPPORTS -til-1 l l l 'I 1=''ITI=' FILTER FABRIC
HORIZONTAL STABILIZER
I--6" MIN. -� 18" LONG, 1" 4 SCH. 40 PIPE
O 1 4-SCH. 40 DURA QC STANDARD UNIBODY
DOIL
#1-A4-1-11-12 (INCLUDES QUICK LOCK).
MAINLINE TEE INSTALL W/ A 30'-60' RISE FROM
(SLIP X SLIP X SLIP) HORIZONTAL PLANE.
QUICK COUPLING VALVE
K27_� ALONG SYSTEM MAINLINE
LD -06 SCALE: 1/2" = 1'-0"
FINISH GRADE
CLASS 200 -
PVC LATERAL
LINE PIPING
SCHEDULE 40
PVC MAINLINE
PIPING
TRENCH BACKFILL
PER SPECIFICATIONS
BARE COPPER TRACE
1 WIRE TAPED TO TOP OF
IIT: ALL LATERALS AND
= MAINLINE AT 20' O.C.
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4„ I�
CONTROL WIRES TAPED
TOGETHER AT 20' O.C.
-III-III= LOCATE 4" MIN. FROM
SIDE OF MAINLINE.
IRRIGATION PIPE TRENCH SECTION
LD -06 SCALE : N. T. S.
VALVE BOXES (TYPICAL)
12"
12"
RAINBIRD 5' f 6" 12"
1800 SERIES EDGE OF
PLANTING BED
o n o OR LAWN AREA
MARLEX MIPT X FIPT ' :`.., ' :p 4. .: • . .'...; .;
90 DEG. STREET ELL " ''..• .... ,' �: '• . �••, J'•... ? ..:•. ,W: : , ., .;...... •:
EDGE OF
PAVING OR
TRACE WIRE
- LBdE -
SLIP X FIPT X SLIP MAINLINE TEE MARLEX MIPT X FIPT 90 DEG. STREET ELL
�D ) KAIINIJIKU 1 bUU SLKILS INS I ALLA I IUIN
0 LD -06 SCALE : 1" = 1'-0"
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FEDAID: -
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
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�i BergerABAM
S ', CF
WA411NCfON
33301 9th Avenue South, Suite 300 LV1�fR1➢EMCm'EIFL�
Federal Way, Washington 98003-2600'°'
(206) 431-2300 Fax: (206) 431-2250cExnraAW. n W. .2
en
NO.
NOTES: GRAVEL AREA
1. CENTER VALVE BOX OVER VALVE TO FACILITATE REMOVAL AND SERMICING.
2. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE.
3. AVOID OVER COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE
AND
DEFORMATION
OF VALVE
-'1
I
VALVE
BOX
INSTALLATION
LD -06
SCALE : N.
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FILTER FABRIC
BY 1" MIN. (TYP.)
m
-
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-
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1
OVER OPENING
LATERAL
1
SCH. 80 90' ELL
FILTER FABRIC
-III;
OVER OPENING
SCH. 80 MALE
TRACE WIRE
O
ADAPTER
SCH. 40 MALE
- °0°00 00_
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III
J 0OO'Ac -
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III
--
MAINLINE W/ TEE
ADAPTERWELL
-
--._f
= n 000
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_
NOTE:
CONTINUOUS BRICK
SUBGRADEPACTED
SUPPORTS AROUND
UNIONS MAY NOT FIT COMPLETELY INSIDE THE VALVE
BASE
BOX.
NOTES:
1.
ALL WIRE INSTALLATIONS WILL BE IN COMPLIANCE W/ APPLICABLE CODES,
2.
TAPE AND BUNDLE WIRE EVERY 15 FEET.
3.
PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE
BOX.
4.
COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT
5.
VALVE BOX SHALL NOT REST ON PIPES - PROVIDE 1" CLEAR
AROUND ALL PIPES.
6.
SEAL OPENINGS W/ FILTER FABRIC TO PREVENT DEBRIS FROM
ENTERING.
LD -06 SCALE: 1/2" = 1'
SET TOP FLUSH -
W/FINISH GRADE
IN LAWN AREAS
x I-
12"± OF
CL DRAIN RC
o�
N
w�l
zl '
¢IM FILTER -
FABRIC
°r.,[ -I!
OL VALVE
VE
T
SET TOP i"ABOVE
FINISH GRADE IN
BED AREAS
-GATE VALVE
(LINE SIZED)
-CONTINUOUS BRICK
FOUNDATION (TYPICAL)
-6"DIA. PVC PIPE, 10"±LONG;
UTILIZE AMETEK 20"DEEP
ROADWAY BOX BOTTOM IF
MAINLINE DEPTH IS 24"
PVC SCH. 40 -.
MAINLINE W/ L -i L;= -II I- TRACE WIRE
FLANGE ADAPTERS L IIII iiiI -1 i ,
!II III LLI=111; -11r
I' WELL COMPACTED
SUBGRADE
SYSTEM MAINLINE GATE VALVE
LD -06 SCALE: 1/2" = 1'-0"
12" PRE -ASSEMBLED
SWING JOINT, (HUNTER
w OR RAINBIRD), UTILIZE
I" SIZE FOR 1800'S
w
z
� I �
z
w �
N
45' OR LESS
TOP i" ABOVE
FINISHED GRADE
IN BED AREAS
TOP FLUSH W/
FINISHED GRADE IN
6" DEPTH
DRAIN ROCK
BRICK
10"DIA. VALVE BOCK
W/BOLT DOWN
TOP i" ABOVE
FINISHED GRADE
IN BED AREAS
jt}{=QUICK COUPLER
2 -ZIP III= VALVE
TIES V=III
bo
0000000 NOTE:
VALVE KEY HANDLE TO
IIII CLEAR TOP OF BOX BY
&gBFg. IIII.2i" MINIMUM.
%SUPPORTS -til-1 l l l 'I 1=''ITI=' FILTER FABRIC
HORIZONTAL STABILIZER
I--6" MIN. -� 18" LONG, 1" 4 SCH. 40 PIPE
O 1 4-SCH. 40 DURA QC STANDARD UNIBODY
DOIL
#1-A4-1-11-12 (INCLUDES QUICK LOCK).
MAINLINE TEE INSTALL W/ A 30'-60' RISE FROM
(SLIP X SLIP X SLIP) HORIZONTAL PLANE.
QUICK COUPLING VALVE
K27_� ALONG SYSTEM MAINLINE
LD -06 SCALE: 1/2" = 1'-0"
FINISH GRADE
CLASS 200 -
PVC LATERAL
LINE PIPING
SCHEDULE 40
PVC MAINLINE
PIPING
TRENCH BACKFILL
PER SPECIFICATIONS
BARE COPPER TRACE
1 WIRE TAPED TO TOP OF
IIT: ALL LATERALS AND
= MAINLINE AT 20' O.C.
1111111
4„ I�
CONTROL WIRES TAPED
TOGETHER AT 20' O.C.
-III-III= LOCATE 4" MIN. FROM
SIDE OF MAINLINE.
IRRIGATION PIPE TRENCH SECTION
LD -06 SCALE : N. T. S.
VALVE BOXES (TYPICAL)
12"
12"
RAINBIRD 5' f 6" 12"
1800 SERIES EDGE OF
PLANTING BED
o n o OR LAWN AREA
MARLEX MIPT X FIPT ' :`.., ' :p 4. .: • . .'...; .;
90 DEG. STREET ELL " ''..• .... ,' �: '• . �••, J'•... ? ..:•. ,W: : , ., .;...... •:
EDGE OF
PAVING OR
TRACE WIRE
- LBdE -
SLIP X FIPT X SLIP MAINLINE TEE MARLEX MIPT X FIPT 90 DEG. STREET ELL
�D ) KAIINIJIKU 1 bUU SLKILS INS I ALLA I IUIN
0 LD -06 SCALE : 1" = 1'-0"
N
U
O
0
FEDAID: -
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
J
a��
�i BergerABAM
S ', CF
WA411NCfON
33301 9th Avenue South, Suite 300 LV1�fR1➢EMCm'EIFL�
Federal Way, Washington 98003-2600'°'
(206) 431-2300 Fax: (206) 431-2250cExnraAW. n W. .2
en
NO.
NOTES: GRAVEL AREA
1. CENTER VALVE BOX OVER VALVE TO FACILITATE REMOVAL AND SERMICING.
2. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE.
3. AVOID OVER COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE
AND
DEFORMATION
OF VALVE
BOXES.
z0
�o
VALVE
BOX
INSTALLATION
LD -06
SCALE : N.
T. S.
D
REVISION
f:37f�7��/QSa
IRRIGATION LEGEND
• s '5
F H SST RAINBIRD 1812 -SAM -PRS SHRUB SPRAYS,
Q TIE} 30 PSI (12" POP UP), MPR NOZZLES. \LD -06
• RAINBIRD 44LRC, 1" QUICK COUPLING ! I
VALVE, LOCKING TOP LD -06
►� LINE SIZE MAINLINE GATE VALVE ! 1
(ISOLATION VALVE)
LO -06
0 SUPERIOR 950 DW SERIES W/PRS, 24 VOLT
REMOTE CONTROL ZONE VALVES WITH
ZONE NUMBER DESIGNATION.
SIZE CONTROL VALVES AS FOLLOWS:
VALVE SIZE ALLOWABLE FLOW RATE
950 -DW -1.00 IN. 0-25 GPM.
950 -DW -1.25 IN. 26-40 GPM.
950 -DW -1.50 IN. 41-55 GPM.
950 -DW -2.00 IN. 55+ GPM.
(NOTE) CONTRACTOR MAY RE -USE EXISTING
IRRIGATION REMOTE CONTROL VALVES IF THE
RESULT IS A COST SAVINGS
zone r REMOTE CONTROL VALVE NUMBER
�REMOTE CONTROL GPM NUMBER
- PROPOSED SCHEDULE 40 PVC MAINLINE PIPING, C Y
SIZE 3" DIAMETER LD -006
---- EXISTING 3" DIA. SCHEDULE 40 PVC MAINLINE PIPING,
EXISTING TO REMAIN,
4
CLASS 200 PVC LATERAL LINE PIPING: LD�06
IRRIGATION LATERALS TO BE SIZED ACCORDING TO FLOWS ACCUMULATED.
3/4" LATERAL PIPE -CLASS 200 (0-10 GPM)
1" LATERAL PIPE -CLASS 200 (11-16 GPM)
1 1/4" LATERAL PIPE -CLASS 200 (17-26 GPM)
1 1/2" LATERAL PIPE -CLASS 200 (27-35 GPM)
2" LATERAL PIPE -CLASS 200 (35-55 GPM)
PIPE SIZES SHALL BE ADJUSTED IN THE FIELD TO MATCH AS -BUILT CONDITIONS. IF
EXISTING PIPING IN FIELD IS USED THE CONTRACTOR IS REQUIRED TO VERIFY THAT THE
PIPE SECTIONS ARE LARGE ENOUGH TO ACCOMMODATE THE PROPOSED IRRIGATION
ACCUMULATED GPM FLOW
- - - - PVC SLEEVE FOR PIPE AND/OR WIRE,
(SEE SPECIFICATIONS)
IRRIGATION NOTES
1. ALL EXISTING AND PROPOSED LANDSCAPE PLANTING AREAS TO BE IRRIGATED BY AN UNDERGROUND IRRIGATION SYSTEM
EXCEPT AS NOTED ON PLANS. REFER TO SPECIFICATIONS.
2. CONTRACTOR RESPONSIBLE TO FIELD ADJUST EXISTING IRRIGATION SYSTEM IMPACTED BY PROPOSED SITE WORK, UTILITIES
AND STRUCTURES. MODIFICATION TO ADJACENT IRRIGATION SYSTEM OUTSIDE OF PROJECT LIMITS IS NECESSARY TO INSURE
ORIGINAL SYSTEM IS PROPERLY FUNCTIONING. CONTRACTOR TO COORDINATE WITH PROJECT MANAGER AND SITE FACILITIES
MANAGER.
3. CONTRACTOR IS REQUIRED TO VERIFY MINIMUM AVAILABLE FLOW AND DYNAMIC PRESSURE AVAILABLE AT THE NEW POINT
OF CONNECTION PRIOR TO COMMENCING WORK. THE CONTRACTOR IS REQUIRED TO NOTIFY THE OWNER IF THERE IS
INSUFFICIENT WATER PRESSURE OR FLOW PRIOR TO INSTALLING ANY IRRIGATION EQUIPMENT.
4. ALL COMPONENTS OF IRRIGATION SYSTEM SHALL BE INSTALLED AND PROPERLY ADJUSTED TO PROVIDE ADEQUATE
COVERAGE AND MINIMIZATION OF OVER SPRAY ONTO WALLS, STRUCTURES, PARKING AREAS, ETC. ALL AREAS ARE TO BE
EVENLY IRRIGATED WITH 100% OVERLAP COVERAGE. ADJUST HEADS IN FIELD AND ADD ADDITIONAL HEADS AS NECESSARY
WITHOUT INCREASE IN CONTRACT AWARD. THE CONTRACTOR HAS THE ABILITY TO USE EXISTING SPRAY HEADS AND VALVES
TO COMPLETE THE WORK.
5. ADJUST MAINLINE AND LATERAL LOCATIONS TO AVOID STRUCTURES, POLES, FENCING, EXISTING TREES, UTILITIES, ETC.
PIPING SHOWN ON IRRIGATION PLANS IS DIAGRAMMATIC.
6. COORDINATE NEW POINT OF CONNECTION AND THE AUTOMATIC CONTROL VALVE LOCATIONS WITH BOEING MAINTENANCE
PRIOR TO CONSTRUCTION.
7. INSTALL SLEEVES WHERE PVC MAINS, PVC LATERALS, AND/OR 24V WIRES PASS BENEATH PAVED OR GRAVEL AREAS EVEN
IF NOT SHOWN ON PLANS.
8. SYSTEM TO BE DESIGNED TO PROVIDE 1" PRECIPITATION PER SEVEN DAY WEEK WITHIN APPROXIMATELY AN EIGHT HOUR
WATER WINDOW DURING WARMEST AND DRIEST TIME OF THE IRRIGATION SEASON. RUN TIMES (BASED ON 1: PER WEEK)
SHALL BE ADJUSTED DURING THE IRRIGATION SEASON BASED UPON EVAPOTRANSPIRATION REQUIREMENTS.
9. ADDITIONAL WATERING WILL BE REQUIRED DURING PERIOD OF PLANT ESTABLISHMENT AND DURING THE FIRST YEAR OF
COMPLETE SUMMER OPERATION. NOZZLE SIZES AND ARCS INDICATED ON PLANS (F=360', TQ=270', H=180', T=129,
Q=90') PROVIDED FOR CONVENIENCE ONLY. ADJUST NOZZLES AND RADIUS AS REQUIRED.
10. CONTRACTOR IS ONLY RESPONSIBLE TO IRRIGATE AREAS WITH PLANTINGS EXCEPT AS NOTED ON PLANS. AREAS WITH JUST
GRAVEL SHALL BE NON -IRRIGATED.
11. THIS SYSTEM IS WINTERIZED BY USE OF COMPRESSED AIR INJECTED AT THE QUICK COUPLING VALVES LOCATED ALONG
THE IRRIGATION MAINLINE. VERIFY MINIMUM AVAILABLE FLOW AND DYNAMIC PRESSURE AVAILABLE AT THE POINT OF
CONNECTION PRIOR TO COMMENCING WORK (SEE SPECS).
12. ROUTE TWO SPARE CONTROL WIRES AND ONE SPARE COMMON WIRE TO EACH VALVE WHEREVER POSSIBLE.
13. PASS AND LOOP AT ALL INTERMEDIATE VALVE LOCATIONS. NOTE: REMOTE CONTROL VALVES HAVE SPARE WIRES LOOPED IN
THEIR VALVE BOXES, ROUTE TWO SPARE CONTROL WIRES AND ONE SPARE COMMON WIRE TO EACH VALVE.
14. VALVE DESIGNATION NUMBER (I.E.: '10' FOR VALVE NUMBER 10) SHALL BE CLEARLY NOTED ON EACH VALVE SUCH THAT
IT CAN BE VISIBLY READ WHEN VALVE BOX LID IS OPENED.
15. CONTRACTOR IS RESPONSIBLE TO INSPECT ALL IRRIGATION ON SITE BEFORE CONSTRUCTION BEGINS AND CREATE A ROUGH
AS -BUILT PLAN THAT HAS THE FOLLOWING INFORMATION; NUMBER OF IRRIGATION VALVES AND THEIR LOCATION,
CONTROLLER LOCATIONS AND THE CAPACITY OF EACH CONTROLLER LISTED, AND LOCATIONS OF ALL WATER SOURCE
POINTS OF CONNECTION WITH PRESSURE AND FLOW READINGS. ONCE COMPLETE CONTRACTOR SHALL GO OVER AS BUILT
PLAN WITH BOEING MAINTENANCE STAFF TO MAKE SURE NOTHING WAS MISSED.
16. UPON COMPLETION OF THE IRRIGATION SYSTEM THE CONTRACTOR IS REQUIRED TO GO OVER ALL IRRIGATION
IMPROVEMENTS WITH BOEING MAINTENANCE STAFF AND PROVIDE THEM KEYS/MANUALS OR ANYTHING ELSE THEY NEED TO
MAINTAIN THE NEW IRRIGATION SYSTEM. PROVIDE BOEING STAFF WITH AN UPDATED AS -BUILT IRRIGATION PLAN OF THE
ENTIRE SITE AND DEMONSTRATE THAT ALL IRRIGATION ZONES OPERATE FROM THE IRRIGATION CONTROLLERS.
17. CONTRACTOR IS RESPONSIBLE TO PROVIDE A POINT OF CONNECTION TO SERVICE THE IRRIGATION SYSTEM IF NEEDED.
CONTRACTOR SHALL COORDINATE WITH BOEING MAINTENANCE PERSONNEL TO ACHIEVE THIS.
IN CP111PLIANCE WITH CITY OF RENTON
STANDARDS
BY: Date:
BY: Date:
BY: Date:
BY: Date:
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R=376318
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PEDESTRIAN PATHWAYS AND PARKING 10/24/14
BOE/NG® N. STH ST. IMPROVEMENTS
IRRIGATION LEGEND & DETAILS LD -6
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