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PORTION OF: SE 1/4 & NE 1/4 OF THE SW 1/4, SECTION 04, T. 23 N., R. 05 E., W.M.
e
°3' MIN.
2' MIN.
CONCRETE CURB
SIDEWALK,
,
8'
MAX PONDING
AND GUTTER PER
4
8'
COR STD
0
6"
30"
22" +/- 181,
6" 10" f
32"± 18"
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MAX SEE LANDSCAPE SHEETS
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P} BIORETENTION
`4
FOR PLANTING PLANS.
ONE —MAN ROCK
SOIL
Y
\ /
/
BURY ROCK 1/3 DEEP
& SET ON COMPACTED
12"
N1
N1
SUBGRADE TO PROVIDE
MINERAL AGG
ADEQUATE BEARING
TYPE 26
PRESSURE.
'CURB AND GUTTER
NOTE:
SEE LANDSCAPE SHEETS Rrs
8 Bloretentlon at Tree I]etail
NOTE:
SEE LANDSCAPE SHEETS
FOR PLANTING PLANS.
8 Bioretention Detail 2
ROAD'
Tree in Bloietentlon Detaa
FOR PLANTING PLANS. I
LENGTH PER PLAN
SOLID WALL
PIPE MANIFOLD o
CONNECTION FROM 6" D
INFILTRATION TRENCH (TYP)
CATCH BASIN T YP� tD
1
0�3
W /DOWNTURNED
PERVIOUS PAVEMENT D12
7
ELBOW
CHECK DAM
D1.2
390
390
PLAN a I
NOTES:
1. TRENCH INFILTRATION SYSTEM
CITY OF NTON
380
380
SHALL BE PER KING COUNTY
2009 SURFACE WATER DESIGN 8" PERVIOUS CONCRETE
Approved by: Date:
0
MANUAL SECTION C.2.2.3. 6" AGGREGATE DISCHARGE SUBBASE
AGGREGATE DISCHARGE SUBBASE
Approved by: Date:
e PERVIOUS CONCRETE ADDITIONAL THICKNESS, VARIES.
Approved by: Date:
370
0 10 20 30
40 50 60
70 80
90 100 110
Dl.z 6" SSD
J�
� o0
0 o
Approved by: Date:
3/4" - 1 -1/2" WASHED DRAIN ROCK o0
00000 N
00000
SECTION A Trench Infiltration System 4
Permeable Concrete Parking Lot Section A
6
MODIFIED CONCRETE CURB & GUTTER
TOP OF CURB
THROUGH JOINT (TYP.)
TOP OF CURB
GU=LINE
CONCRETE CURB &
'
GUTTER LINE
PERVIOUS PAVEMENT
Dt 2
GUTTER PER R
DIRECTION OF --
—a
PLANTING
STD PLAN F001 1 (TYP) V PER
FLOW 1" LIP
I I �
6 v LANDSCAPE
W
'1 —T12"
GUTTER SECTION
390
7
CHECK DAM
390
vL 5(�i):1(V) (TYP) PLANS
Dl 2
Z
HAND
V V
TYPICAL GUTTER
a PLACED
V
ELEVATION
P
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�2
PAVING 6„ 6„ 6„ 6„ 6„
380 0
380
Q• .
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W V
27
FLOW TO
- --
BIORETENTION SWALE
INFILTRATION
TRENCH
w
74.• 41
5%
370
D1.3 370
Ir
CURB
0 10
20 30
40 50 60
Ir
7g DOWELS
6" MIN HAND
O
A (TYP)
III = _ _ _
PLACED COBBLES
'T'
U
CURB DOWELS 2 ® 6" O.C.
Permeable Concrete Parking Lot Section B 9
f—
MONOLITHIC POUR
MODIFIED �E
(SIMILAR TO COS 410C)
ROAD PAVEMENT DRAIN CURB CUT
SECTION PER PLAN
CURB & GUTTER
SECTION A -A
DROP AT GUTTER/
FACE OF CURB
R=370620
PLEASE CALL 811
3 Working Days
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Curb Cut Inlet
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DESIGN COMPANY
PERMIT CORRECTIONS
7/11/1
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BENCHMARK
AS NOTED
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AL ,} CITY OF
RHA KIRKLAND AVENUE
TOWNHOMES
10/23/2013
PERMIT CORRECTIONS
9/30/1
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RM
9F F s
1205 SECOND AVE. SUITE 200
PERMIT CORRECTIONS
10/23/13
— R E N TO N
RENTON WA 98056
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SEATTLE, WA 98101
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DATUM
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23 63 T 206.223.0326
Planning /Building /Public Works
Dept.
CIVIL DETAILS AND SECMM
D1.3
F 206.223.0125
QA /QC REVIEW www.swde ignxom
NO.
REVISION
BY
DATE
APPR
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