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ROW CENTERLINE
NE 15TH ST
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PLANTER STRIP
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ROW
4" CRUSHED SURFACING
4" HMA CL %" PG 64-22 TOP COURSE (CSTC)
4" CRUSHED SURFACE 4" CEMENT CONCRETE SIDEWALK
TOP COURSE (CSTC) PER COR STD. PLAN 102
CEMENT CONCRETE TRAFFIC 12" TOP SOIL TYPE A
CURB & GUTTER
PER COR STD. PLAN 101 2" BARK OR WOOD CHIP MULCH
15TH AVE NE - TYPICAL SECTION
ROW
SCALE: NONE
5' 8' on
SIDEWALK BIORETENTION
PLANTER STRIP
30'
1'
co 1.5% I
D > D 2%
W r _
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ROW CENTERLINE
KIRKLAND AVE NE
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SAWCUT
TOP COURSE (CSTC) 4" HMA CL %2" PG 64-22
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4" CEMENT CONCRETE SIDEWALK 4" CRUSHED SURFACE
PER COR STD. PLAN 102 TOP COURSE (CSTC)
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CURB & GUTTER
PER COR STD. PLAN 101
KIRKLAND AVE NE - TYPICAL SECTION
SCALE: NONE
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2.77' 0.70' 4.53'
ON
6„ 1, 2'
FOR EDGE TREATMENTS 6" F EEBOAR
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SEE COR STD. PLAN 262.20
6" PONDING
DEPTH
0' O R 17'
2" GRIND & OVERLAY
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6" THICK TRANSITION ZONE SOIL
SEE STD. PLAN 262.20
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6" THICK TRANSITION ZONE SOIL
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SEE COR STD. PLAN 262.20
3 DEPTH ARBORIST
BIORETENTION SOIL MIX (BSM)
SEE COR STD. PLAN 262.60
WOOD CHIP MULCH�'<';�';;a'
3
SEE COR STD. PLAN 262.60
0.7'
BOTTOM WIDTH
SCARIFIED AND UNCOMPACTED SUBGRADE
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SEE NOTES 1 ON 2 PER COR STD. PLAN 262.00
BIORETENTION
AT TREE DETAIL
SCALE: NONE
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Land Planning o Civil Engineering
5130 South 166th Lane
N SeaTac, WA 98188 /' GIs
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T (206) 229-6422 �ssCD �°N�
NOTES:
1. PLACEMENT OF GRATINGS, ACCESS COVERS AND OTHER APPURTENANCES SHALL NOT BE
LOCATED ON CURB RAMPS, LANDINGS AND GUTTERS WITHIN THE PEDESTRIAN ACCESS ROUTE.
2O RAMPS SHALL BE TEXTURED USING TRUNCATED DOME PATTERN (SEE WSDOT STANDARDS).
DETECTABLE WARNING PATTERN SHALL BE YELLOW IN COMPLIANCE WITH WSDOT STANDARD
SPECIFICATION 8-14.3(3)
3. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS
OTHERWISE APPROVED BY THE CITY ENGINEER.
4. RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING SIDEWALK LOCATIONS ON OPPOSITE
SIDE OF STREETS WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF STREET.
5O LANDING SHALL BE MINIMUM 4' X 4'.
SIDEWALK.
3 g. ;4 Z
EXPANSION
JOINT (TYP) 5
DETECTABLE WARNING r
O PATTERN
4'
MIN.
0% MAX.
CURB & GUTTER
0% MAX.
CURB RAMP TYPE PERPENDICULAR
SCALE: NONE
CURB RETURN ELEVATIONS DATA [11
STA.
OFFSET
FLOWLINE ELEV.
TOP OF CURB ELEV.
20+36.50, PC
16.50' RT
376.35
376.85
20+28.85, 1/4 CURB
18.02' RT
376.29
376.29
20+22.36, 1 /2 CURB
22.36' RT
376.24
376.64
10+28.85, 3/4 CURB
18.02' LT
376.05
376.53
10+36.50, PT
16.50' LT
375.96
375.96
a
-.--8'-PLAt4TER----
----- 5' SIDEWALK
-, a
_- ---
- - _o
STA 20+36.50 (17' RT) --E-L=a7-7 01----
BOC= 376.85 - EL=376.75
EL=376.75
° <
TOC=376.82 a ,� ��, � o
FL=376.32 EL=376.47 U)
o ,
�oj0 a EL=376.45 EO
ZAI
5.5' @ 9.50% 'a o a 4, a o a o
��o EL=376.76
a o Et=376.26 a
EL=376.30 a- --
(FLUSH) oo o a a o EL=376.39 a o
EL=376.67 . � <
EL=376.26 0
(FLUSH) - -- - tu- - -_
EL= 3 7 6.4 7 - - _ `-
`n `�-------
EL=376.22 ti -� r- -
c�
(FLUSH)
a a
5'@9.0% _____
TOC=376.67
FL=376.17
6.3' @ 2.06%
TOC=376.54
FL=376.04
BOC = BACK OF CURB 5.5' @ 9.50%
TOC = TOP OF CURB EL=376.02 EL=375.98
FL = FLOWLINE (FLUSH) (FLUSH)
EL = ELEVATION
CURB RETURN TABLE
NO.
BEGIN STA.
OFFSET
END STA.
OFFSET
RADIUS
LENGTH
DELTA
TANGENT
1❑
20+36.50, PC
16.50' RT
10+36.50
16.50' LT
20.00'
31.42'
90000'24"
20.00'
FOR EDGE TREATMENTS
SEE COR STD. PLAN 262.20
6" THICK TRANSITION ZONE SOIL
SEE COR STD. PLAN 262.20
3" DEPTH ARBORIST
WOOD CHIP MULCH
SEE COR STD. PLAN 262.60
2.77'
2'
TTOM WIDTH
6" PONDING -
DEPTH
3.23'
6"
FREEBOARD
375.94 (FLUSH)
7' @ 9.4%
TOC=376.60
FL=376.10
(MATCH EX.) -\
SIDEWALK EX. SIDEWALK
EL=376.70
TOC=376.70
(MATCH EX.)
6" THICK TRANSITION ZONE SOIL
SEE COR STD. PLAN 262.20
BIORETENTION SOIL MIX (BSM)
SEE COR STD. PLAN 262.60
SCARIFIED AND UNCOMPACTED SUBGRADE
SEE NOTES 1 ON 2 PER COR STD. PLAN 262.00
BIORETENTION DETAIL "A"
SCALE: NONE
JOB NO. SURVEYED: SCALE:
R1/ 420 DESIGNED: NA HORIZONITAL: NAD D1983/81991
H. H. PHAN
DRAWN:
H. H. PHAN DATUM
CHECKED: ONE INCH
AT FULL SCALE
IF NOT ONE INCH
APPROVED: SCALE ACCORDINGLY
NO. REVISION BY DATE APPR
CITY OF
RENTON
Planning/Building/Public Works Dept.
STA 10+43.90 (17' LT)
BOC= 376.10
TOC=376.20
FL=375.70
5' @ 4.8%
_ EL=375.94
(FLUSH)
375.86 (FLUSH)
6' @ 5.3%
TOC=376.18
FL=375.68
F(MATCH EX.) i
a a
a -0 a
0� LO o
0
a In,a
6
71 EL=375.96 EX. SIDEWALK
TOC=376.46 EL=376.28
EL-375.98 6" PEDESTRIAN TOC=376.28
TOC=376.48 CURB (MATCH EX.)
CURB RAMP DETAIL
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SCALE: NONE
R-405506
IN COMPLIANCE WITH CITY OF RENTON STANDARDS W
SURFACE WATER UTILITY DEVELOPMENT ENGINEERING IL
jfarah 04/16/2019 swarlick 04/18/2019 0
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CALLOUS COMMUNITY DUPLEX DATE:
4-01-2019 2
1504 KIRKLAND AVE NE FIELDBOOK: O
RENTON, WA 98056 PAGE:
DRAWING N0: Z)
C6
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SHEET: OF:
SECTIONS AND DETAILS 6 14 0