HomeMy WebLinkAboutR-4332227Xrefs: M
xS1-BTP120-CP
xS1-BTP120-LR
xS1-BTP120-CM O
xBRT-CUD05-T
xS1-BTP120-VS
xS1-BT120-LRN
xS1-BT120-VRX
xS1-BT120-LPP w
xS1-BT120-LHP H
xS 1-BT 120-APP
GB-SEAL-TRW2
2
G
c�c L
G u
z_�
2 u
U
u
N �
a
C�
0
co
0
_o
0
0-1
0
N
H
m
0
N
Q0
co
IZT
0
H
w
Y
J
>Q
C7
w
w 06
Y m
J
Q
m
-o
Q
N Q
z
o Y
N
M � 0
o a
N U No
Q
40
QUICK COUPLING VALVE
SCALE: NOT TO SCALE
KEY NOTES:
KEY NOTES
1O QUICK COUPLING VALVE
O2 STAINLESS STEEL SCREW CLAMP, MIN. (3)
PLACES
O3 SCH. 80 PVC THREADED (BOTH ENDS)
NIPPLE (12" LONG MINIMUM)
4O SCH. 80 PVC TEE (SLIP X SLIP X FIPT)
O5 10" ROUND VALVE BOX W/'ICV' LABEL,
AND LOCKING COVER.
O6 STRUCTURE OR HARDSCAPE
O7 FINISH GRADE
O8 BRICK, PLACE TWO PER BOX, TYPICAL
O9 3/4" DIAMETER DRAIN ROCK
10 #5 REBAR ANGLE IRON (36" LONG)
11 SCH. 80 PVC 90 DEGREES 127 ELL (FIPT
X MIPT)
12 CONTRACTOR TO VERIFY QCV KEY HAS
CLEARANCE TO ROTATE
A. INSTALL QUICK COUPLING VALVES IN PLANTING BEDS WHEREVER
POSSIBLE.
B. INSTALL VALVE BOX SO THAT TOP OF VALVE BOX IS FLUSH WITH
ADJACENT HARDSCAPING.
C. PLACE 3/4" DIAMETER DRAIN ROCK PRIOR TO INSTALLATION OF
VALVE BOX.
D. REFER TO PLANS AND SPECIFICATIONS FOR MORE INFORMATION.
E. SIZE OF ASSEMBLY TO BE EQUAL TO THE FIPT OF THE QUICK
COUPLER
1. FINISHED GRADE
2. VALVE BOX WITH COVER
3. CONTROL VALVE
4. CONTROL & COMMON WIRES WITH PIG
TAIL EXPANSION LOOP (18" MIN.)
5. LATERAL LINE, ANGLE TO 12" MIN. DEPTH
AS REQUIRED
6. NOT USED
7. SCH 80 PVC UNION
8. (NOT USED)
9. PRESSURE REGULATING FILTER
10. 3/4" DRAIN ROCK, 4" MIN DEPTH BELOW
VALVE AND BRICKS
11. BALL VALVE UPSTREAM OF VALVE
12. BRICK SUPPORT - ONE EACH CORNER
13. VALVE STATION # ID TAG
14. GALV WIRE MESH TO PREVENT RODENT
INTRUSION
1. INSTALL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPE.
2. INSTALL VALVES IN PLANTING BEDS WHEREVER POSSIBLE.
3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPE.
4. INSTALL VALVE BOX SO THAT TOP OF VALVE BOX IS LEVEL WITH ADJACENT HARDSCAPE.
5. PLACE 3/4" DIA. DRAIN ROCK PRIOR TO INSTALLATION OF VALVE BOX.
DRIP ZONE REMOTE CONTROL VALVE
SCALE: NOT TO SCALE
12/10/2024 1 AK I LF ILF
DATE IDSN ICHK 1APP
ISSUED FOR BID
REVISION
DF
1.
ELECTRIC CONTROL VALVE (SIZE & MODEL PER PLAN)
D.G.
2.
WIRE CONNECTORS, VALVE TAGS AND EXPANSION COILS, 10 WRAPS AROUND
9.
LATERAL PIPE - TRANSITION TO SIZE SHOWN ON PLAN WITHIN 6" OF UNION
1/2" PIPE
10.
BRICK SUPPORT - CONTINUOUS UNDER VALVE BOX
3.
SCH 80 PVC MALE ADAPTER
11.
12" THICK 3/4" CRUSHED GRAVEL LAYER
4.
SCH 80 PVC UNION
12.
FILTER FABRIC
5.
FINISH GRADE
13.
GALV WIRE MESH TO PREVENT RODENT INTRUSION
6.
BALL VALVE
14.
PRESSURE REGULATING MODULE
7.
SUPPLY FROM MAINLINE PIPE - SIZE AT LEAST AS LARGE AS LATERAL PIPE
15.
MAINLINE CONNECTION - PVC SCH 80 TEE
8.
HEAVY DUTY VALVE BOX BROOKS 1419 OR APPROVED EQUAL. BOLT DOWN
16.
SCH 80 PVC NIPPLE, TYP
LID. LID TO BE FLUSH W/FINISH GRADE. SIZE AS REQUIRED. COLOR TO MATCH
17.
SPARE WIRES. INSTALL (4) SPARES TO EAST AND WEST LEG (8 TOTAL) PLUS 2
SPARES TO EACH VALVE AT ROUNDABOUT
REMOTE CONTROL VALVE
SCALE: NOT TO SCALE
TRENCH IN PLANTER TRENCH UNDER PAVEMENT
KEY NOTES:
1. PLANTER FINISH GRADE
2. PAVEMENT FINISH SURFACE
3. WIRE IN PVC SLEEVE (TYP.)
4. MAIN LINE IN PVC SLEEVE (TYP.)
n i�Tr.
1
2
3
4
5
TRENCHING
5. LATERAL PIPE
6. BACKFILL COMPACTED TO 90%
PER GEOTECHNICAL REPORT
7. WIRE
8. MAIN LINE
TIE A LOOSE 20" LOOP IN WIRE AT CHANGES IN DIRECTION OF 30' OR GREATER. UNITE AFTER
CONNECTIONS ARE MADE.
ALL PIPE WIRE OR SLEEVES UNDER PAVEMENT TO BE INSTALLED PRIOR TO PAVEMENT AND
AT A MIN. OF 24" DEEP.
BUNDLE AND TAPE WIRE AT 10' INTERVALS.
WIRE UNDER PAVEMENT TO BE IN CONDUIT.
TRENCHING SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED TREE
PROTECTION PLAN.
SCALE: NOT TO SCALE
DESIGNED BY:
A. KRINGEL
of W A ,/y
PS R Wq
�0 M ��
DRAWN BY:
A. KRINGEL
CHECKED BY:
L. FRENCH
`��`'� �
s 2 �
616
�0�A1VDSCP,
APPROVED BY:
L. FRENCH
r l Jacobs
SUBMITTED BY:
R. PARGAS
DATE:
12/10/2024
TEE
CROSS
NOTE
ELL 450
WYE
1. SUPPLY LINES 3" IN DIAMETER AND LARGER SHALL RECEIVE
CONCRETE THRUST BLOCKS
2. A MINIMUM OF 6" OF CONCRETE SHALL BE POURED ON VIRGIN
OR COMPACTED SOIL BENEATH EACH INSTALLATION.
THRUST BLOCKS
SCALE: NOT TO SCALE
Q w
4SU)_ C0
rj?IDE
LU
BRT General Engineering Consultant J LL
SoUNDTRANSIT
REVIEWED BY:
J. ALTCHECH
DATE:
12/10/2024
SCALE:
NTS
FILENAME:
S1-BT120-LRD101-103
CONTRACT No.:
RTA/CN 0205-24
DATE:
12/10/2024
CURRENT PLANNING
jding 11 /05/2025
DEVELOPMENT ENGINEERING
msippo 11 /25/2025
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
LANDSCAPE
IRRIGATION DETAILS
S RENTON TRANSIT CENTER
R-4332227
DRAWING No.:
BT120-LRD102
FACILITY ID:
BT120
SHEET No.: REV:
322 0
C'7
CIO
N
C0
1
N
Q
J