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5' CEMENT
8'
CONCRETE
PLANTER
SIDEWALK
1.59 MAX.
6" CURB
4 " HMA
CATCH BASIN & STORM
SEWERS (TYP.)
6" CRUSHED ROCK BASE -
COMPACTED SUBBASE
111TH AVENUE SE
60' R.O. W. WIDTH
20'-22' PAVEMENT WIDTH
14' LANE
f6-8' EX PAVEMENT
VARIES t 13' - 15'
W
2' 2 Z�
k?
J
C9
L
W
o
v
VAR/ES t3.1' - 3.8'
EX. 8" SANITARY SEWER
NTS URBAN RESIDENTIAL PUBLIC ROAD 25 MPH DESIGN SPEED
0
0
W
5' CEMENT 8'
CONCRETE PLANTER
SIDEWALK
1.59 MAX.
CATCH BASIN & STORM
SEWERS (TYP.)
r�
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
6" CURB
SE 165 TH ST
27
8" SS
4" HMA
6" CRUSHED ROCK BASE -
COMPACTED SUBBASE
2" GRIND AND OVERLAY HMA
8" WATER MAIN
53' R. 0. W. WIDTH
26' PA VEMENT WlD TH
NTS URBAN RESIDENTIAL PUBLIC ROAD 25 MPH DESIGN SPEED
8" WA
27°
6" CURB
NE 1/4 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
BETHANYCORNERADA RAMP NOTE:
8' 5' CEMENT
PLANTER CONCRETE
SIDEWALK
MAX.
HAMMER -HEAD TURNAROUND iC%k
N TS
C�/GJ/GC/G/
0
O
C,
1' MIN. FLAT BACK
OF CURB (TYP.)
1 MAX' SLOPE
A
FG 426.66-1 FG 426.
ADA RAMP DETAILS
SCALE: 1 "=10'
CR-4
R = 25.00'
d = 90'00'00"
L = 39.27'
POINT
FL. ELEV.
TBC ELEV.
13
425.51
426.01
14
425.64
426.14
15
425.83
426.33
16
426.05
426.55
17
426.26
426.76
DESIGN SLOPES AS SHOWN SHALL CONTROL OVER SPOT ELEVATIONS FOR
RAMP CONSTRUCTION. CONTRACTOR TO VERIFY SLOPES ON FORMWORK
PRIOR TO INSTALLING CONCRETE.
5TH ST
LOW LINE
HAMMERHEAD
U
FG 425.91
�r
FG 426.,20
FG,, 426. j27
FG 425.99----------------------
TC 426.30
BC 426.30
CR-5
R = 25.00'
A = 89 5959"
L = 39.27'
POINT
FL. ELEV.
TBC ELEV.
18
426.46
426.96
19
426.28
426.78
20
426.18
426.68
21
426.15
426.65
22
426.21
426.71
POINT 13=STA. 22+10.37, 13.00' LT (SE 165TH ST) POINT 18=STA. 22+55.37, 38.00' LT (SE 165TH ST)
POINT 17=STA. 22+35.37, 38.00' LT (SE 165TH ST) POINT 22=STA. 22+80.37, 13.00' LT (SE 165TH ST)
STATIONING IS AT FLOWLINE STATIONING IS AT FLOWLINE
tlol x1.
432.98
N �"
FG 433.09 FG 433.02
. 424
G 43 .1 1.59 432.9i
FG 4 .22 FG 423.94
1.59® O 433.03 FG
o FL 432.74
0
F6--��' .
FG 433.00 0
4 1 o FL 432.43'
433.06 F 3.66
a
NORTH ADA TRANSITION DETAIL SOUTH ADA TRANSITION DETAIL
SCALE: 1 "=10'
AASOHHALT DRIVEWAY APRON ADDED FOR
NEIGHBORING PROPERTY. SWALE FROM
NORTHERN WALKWAY CONTINUES 70 CURB
FLOW LINE.
16' SHARED DRIVEWAY TRACT
16' PAVEMENT WIDTH
3 13
? Zv
JI JQ
6" THICKENED
EDGE , 27°
COPE ¢� 2lgX
4 " HMA ----
6 CRUSHED ROCK BASE
TRACT B
N IS
D.R. STRONG 7 CITY COMMENTS
CONSULTING ENGINEERS s REVISED FRONTAGE GRADING PER GAS MAIN
9 REVISED FRONTAGE PER CITY COMMENTS
ENGINEERS PLANNERS SURVEYORS 10 REVISED VAULT CONTROL STRUCTURE
620 - Ah AVENUE KIRKLAND, WA 98033 11 RECORD DRAWINGS
0 425.827.3063 F 425.827.2423
N0. REVISION
JSM
4.12.19
SURVEYED:
SPF
JSM
12.14.20
DESIGNED:
JSM
JSM
1.15.21
JSM
5.9.21
DRAWN:
CWA
JSM
6.25.21
CHECKE JSM
BY
DATE
APPR
APPROVE
SCALE: 1 "=10'
ASPHALT 7RAN9770111 RAMP AND 2 SIDEWALK
PANELS DELETED DUE 70 IMPACT ON
NEIGHBORING DRIVEWAY AND PROPERTY.
4 " HMA
PERPENDICULAR CURB RAM
TC 429.22
TYPE B PER WSDOT ST
BC 428.72
PLN F-40.15-03 (TYP
I
FG 428.36
FG 428.30
TC 428.93
LO
BC 428.43
FG 427.92
FG 427.86 " ; 12
p)
FG 428.32
W
FG 427.57
428.10 W
FG 42749
rv,
�
a
I
f 428.04
rn
FG 42 26
�
TC 427.45
BC 426.95
°
A rN� FG 427 88
5.1%
TC 427.29 8 �-
Og 427.30
BC 426.79
FG 427.82 42724
_ SE 165TH _
FG 428.05
FL 427.41
4
427.'*7
5 s9� /-,E 427.56
a 3
(HIGH POINT)
FG 428.11
FG 427.20
a FG 427.81
6.7% ��!•� O FL
427.17
cry
°0.
p1 a•
427.11 �
27.27
FG 428.09
�%
�'
c� a �sz ti
FG 427.75
ADA RAMP DETAILS
SCALE: 1 "=10'
CR-1
R = 25.00'
A = 12132'47"
L = 53.03'
POINT
FL. ELEV.
TBC ELEV.
1
426.99
42749
2
42720
427.70
3
42750
428.00
4
426.95
427.45
5
426.62
427.12
POINT 1=STA.
10+13.43,
14.00' LT (111TH AVE SE)
POINT 5=STA.
20+52.03,
10.75' LT (SE 165TH ST)
HIGH POINT=STA. 20+26.15,
11.10 LT (SE 165TH ST)
STATIONING IS AT FLOWLINE
4' PAVED
WALKWAY
Z
,
VAR/ES (14 -16.6 t)
-13-F,z TO
>c
FLOWLINE
L
zs
2'
Z
Z
O
WO
J
Wa
Z)
59 (2, MAX)
MATCH EX
2 " GRIND AND
FILL EX DITCHLINE ANDS HMA OVERLAY
REMOVE EX CULVERTS
6" CRUSHED ROCK BASE CATCH BASIN & STORM
SEWERS (TYP.)
OFFS/ TE WALKWA Y /MPR0 VEMEN TS
NTS
AS -BUILT
TC 427.49
BC 426.99
-TC 427.42
BC 426.92
• FG 42754
CR-2
R = 15.00'
A = 31'47'18"
L = 8.32'
POINT
FL. ELEV.
TBC ELEV.
5
426.62
42712
6
426.52
427.02
7
426.43
426.93
POINT 5=STA. 20+52.03, 14.00' LT (SE 165TH ST)
POINT 7=STA. 20+59.94, 13.00' LT (SE 165TH ST)
STATIONING IS AT FLOWLINE
CR-3
R = 25.00'
A = 90'14'31 "
L = 39.38'
POINT
FL. ELEV.
TBC ELEV.
8
426.84
427,34
9
427.27
----
10
427.67
428.18
11
428.07
----
12
428.43
428.93
POINT 8=STA. 20+39.16, 13.00' LT (SE 165TH ST)
POINT 12=STA. 10+83.43, 14.00' LT (111TH AVE SE)
STATIONING IS AT FLOWLINE
R-400611
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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"I CER77FY THAT 774E INFORMATION SHOWN HEREON WHICH WAS
AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS,
DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS
EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY LU
DIRECT SUPERWSION ON THIS DATE: 05/18/2021." z
SCALE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD 1983/1991 C T Y 0
=� RENTON
ONE INCH IM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
0
DATE: U
BETHANY CORNER 11.29.16
ROAD CROSS -SECTIONS, CURB RETURNS & FIELDBOOK: z
ADA RAMPS GRADING DETAILS PAGE:
DRAWING N0: T
16433 & 16451 111TH AVENUE SE C>>
RENTON, WASHINGTON 98056 SHEET: 11 OF: ,19 r'W'
1 W
DRS PROJECT NO. 16062