HomeMy WebLinkAboutR-4332161N
co
Xrefs: co
xBRT-CUD05-T
GB-SEAL-SS56
O
I
w
15-
0
0
0
0
U
0
N
m
0
N_
co
co
NT
0
0
O
0
0
z
J
U)
z
O
0
z
O
m
O
9
0
U)
Y
0
=
U) m
�
ml
—o
Q?
ti (D
"? z
o Y
O
rn 0
U No.
VEGETATION PER
LANDSCAPING PLAN
QUARRY SPALLS
FINISHED GRADE
z
(D
U)
wX
0Q
WET BIOSWALE TYPICAL SECTION A -A
SCALE: NTS
gul
3
�1
EXISTING GROUND — °
12-IN DIA. CONC.
ENCASEMENT --/
PIPE INFLOW
FINISHED GRADE OR TIE
INTO EXISTING GRADE
EXISTING GROUND
2" MEDIUM COMPOST
TILLED INTO 6"
TOPSOIL TYPE A
w
1-FT (MIN) DEPTH
QUARRY SPALLS
(TYP)
2" X 12" LEVEL PLASTIC
LUMBER PLATE
4" X 4" (NOM) PLASTIC LUMBER
POST EMBEDDED IN CONC.
SEE PLATE INSTALLATION
PLAN THIS SHEET
..
A
�'M_m
N/.
vo
Elio
12" DIA CONC
ENCASEMENT
0.5% SLO
WET BIOSWALE TYPICAL SECTION B-B
SCALE: NTS
WET BIOSWALE INFORMATION:
12" DIA CONC
ENCASEMENT FOR
1.
ALL SWALES ARE DESIGNED AS WET BIOFILTRATION SWALE.
PLASTIC LUMBER
W WIDTH VARIES
_3.0'_I —_
2.
LONGITUDINAL SLOPE:
POST
(3.0' MIN)
— —I I=I I M
WESTERN SWALE - 0.5%
PLASTIC LUMBER
III;
CENTRAL SWALE - 0.5%
PRE -DRILL HOLES IN
PLATE
3
POST FOR MACHINE
1 III=
I I=III'
EASTERN SWALE - 0.5%
BOLTS, 2-IN AND
10-IN FROM TOP OF
I M I I—
I
3.
BED WIDTH:
POST
I MI I I =1
WESTERN SWALE - VARIES (3.0 FEET MINIMUM)
/ —
3/8-IN PLATE
I=III-I
CENTRAL SWALE - VARIES (3.0 FEET MINIMUM)
STAINLESS
_—_—
I MI I (=I I
EASTERN SWALE - VARIES (3.0 FEET MINIMUM)
3/8-IN PLATE
STAINLESS
WASHER (TYP)
;i;l 1=III=III
MI=I-
I I II
4f;
4.
LENGTH:
WASHER (TYP)
_j "`
WESTERN SWALE - 102 FEET
I
2.0' O.C. (MAX)
CENTRAL SWALE - 261 FEET
I
BETWEEN FLOW
PLASTIC LUMBER
EASTERN SWALE - 150 FEET
/
SPREADER POSTS
PLATE
3/8-IN LOCKING OR
5.
SEE LPP SHEETS FOR LANDSCAPING PLANTING PLANS.
STAINLESS DOUBLE
3/8-IN X 6-IN
NUT
/ STAINLESS
MACHINE BOLT
4-IN X 4-IN (NOM.)
PLASTIC LUMBER
POST
PLATE INSTALLATION
PLAN 3
SCALE: NTS
-
WET BIOSWALE TYPICAL SECTION C-C
SCALE: NTS
12/10/2024 1 SS I RP I SS
DATE IDSN ICHK IAPP
ISSUED FOR BID
REVISION
DESIGNED BY:
S. SRIDHARAN
DRAWN BY:
H. ONG
CHECKED BY:
R. PARISH
APPROVED BY:
S. SRIDHARAN
l' SUBMITTED BY:
12-02-2024 R. PARGAS
Qui
.5r)?IDE J
U
_co co
W J
BRT General Engineering Consultant z " SOUNDTRANSIT
DATE: REVIEWED BY: DATE:
12/10/2024 1 J. ALTCHECH 12/10/2024
SCALE:
NTS
FILENAME:
S1-BT120-CDD501-506
CONTRACT No.:
RTA/CN 0205-24
DATE:
12/10/2024
FINISHED GRADE / BOTTOM OF
BIOFILTRATION SWALE
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
CIVIL
DRAINAGE DETAILS
2" MEDIUM
COMPOST TILLED
INTO 6" TOPSOIL
R-4332161
DEVELOPMENT ENGINEERING
msippo 11 /25/2025
DRAWING No.:
BT120-CDD506
FACILITY ID:
BT120
SHEET No.: REV:
185 0
C'7
N
T
N
O
O
N
CU
C'7
C'7
N
O
O
O
I
4
N
Q
J