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105TH 26+32.74, 43.42' LT
END CURB AND GUTTER
END CURB HEIGHT TRANSITION
MATCH EX
105TH 26+32.71, 38.42' LT FL 385.60,
END 4" CURB HEIGHT 'TOC 385.87
BEGIN CURB HEIGHT TRANSITION
FL 385.62
TOC 385.96
BOS 385.93-
105TH 26+32.68, 32.67' LT
BEGIN 4" CURB HEIGHT
FL 385.59
TOC 385.92-
II
BOS 385.87-
91 O I�
-- ---- BOS383.- _
1 MATCH EX - - - 1 C6.16:
1 S1.25 BOS 385.37
105TH 25+36.12, 18.18' LT = _
-- BEGIN CURB AND GUTTER y y y y y y y-
MATCH EX P
_ FL 383.29
w _ w TOC383.78 0 1
- V� s FL 383.31
23+00 24+00 SE 180TH ST )25+00
D TOC 383.81 M
(105TH-LINE) FG 384.00
MATCH EX
FL 383.39-2
TOC 383.89
ImElp I P
T $
-385- -
o
CURB RETURN SCHEDULE
d -
7
2 LFL 383.53 FL 384.37-/ }
TOC 384.03 TOC 384.87
FG 385.01 .
MATCH EX 8
105TH 26+01.40, 17.54' RT L0 7
BEGIN CURB AND GUTTER -
MATCH EX
FL 383.99 d
'p TOC 384.51 -3
105TH 26+57.71, 39.50' LT
FG 385.81 BEGIN CURB AND GUTTER
MATCH EX MATCH EX
FL 385.89-90
FG 385.92 TOC 386.31
MATCH EX gOS 386.40 ll
II BOS 387.73
II BOS 386.56 MATCH EX
BOS 386.98 105TH 26+90.01, 18.29' LT
105TH 26+72.04, 12.51' LT END 5" CURB HEIGHT
BEGIN 5" CURB HEIGHT BEGIN CURB HEIGHT TRANSITION
FL 386.57 FL 387.05
-2.0% ' TOC 386.980 ----
% - - - / TOC 387.46
L FL 386.81 - - �� -
TOC 387.23
FL 386.16 0 _ -
y TOC 386.66 y 105TH 26+95.00, 18.34' LT - 390 _-
z D FL 385.50 d END CURB AND GUTTER
p TOC 385.64 o d END CURB HEIGHT TRANSITION
MATCH EX
3 ~ 5 6 �- W FL 387.19 - W
4
FL 384.89 1 C6.16 FL 386.60 ' -� TOC 387.68
TOC 385.33 FL 386.58\ TOC 387.02 +00 0
TOC 387.00 - -
FL 384.76' FL 387.47
o' FL 385.60 • TOC 387.97 '
TOC 384.93 ' ►? ' TOC 386.10 \
9 co
388.72 w \
b d od P 10 c - MATCH EX
y
BOO 384.64
MATCH EX �V __x-
BOS 384.96 - -
1 C6.16 I 1 S1.26
/ I
FL 384.37
TOC 384.87
- 385 � L �322305-9362
_ �
I
RETURN #
PC - STA, OFFSET
PT - STA, OFFSET
RADIUS
LENGTH
DELTA
PC
1/4
1/2
3/4
PT
W105TH
25+39.15, 18.18' LT
105TH 25+47.93, 15.34' LT
15.00'
9.38'
35049'46"
383.31
383.33
383.35
383.37
383.39
Q105TH
25+47.93, 15.34' LT
105TH 25+56.71, 12.50' LT
15.00'
9.38'
35049'46"
383.39
383.42
383.46
383.49
383.53
Q105TH
26+17.66, 12.50' LT
105TH 26+32.66, 27.50' LT
15.00'
23.56'
90000'12"
384.89
385.18
385.32
385.40
385.50
W4
105TH 26+57.71, 27.51' LT
105TH 26+72.71, 12.50' LT
15.00'
23.57'
90001'56"
386.16
386.28
386.35
386.45
386.58
5
105TH 26+73.64, 12.50' LT
105TH 26+82.55, 15.43' LT
15.00'
9.53'
36024'41"
386.60
386.66
386.71
386.76
386.81
6
105TH 26+82.55, 15.43' LT
105TH 26+91.52, 18.36' LT
15.00'
9.60'
36041'13"
386.81
386.88
386.95
387.02
387.09
7
105TH 26+01.40, 17.54' RT
105TH 26+11.12, 14.99' RT
20.00'
10.16'
29007'05"
383.99
384.08
384.18
384.28
384.37
8
105TH 26+11.12, 14.99' RT
105TH 26+20.89, 12.44' RT
20.00'
10.21'
29014'27"
384.37
384.47
384.57
384.66
384.76
9
105TH 26+95.89, 12.44' RT
105TH 27+05.58, 14.94' RT
20.00'
10.11,
28057'18"
387.47
387.57
387.67
387.75
387.82
s105TH
27+05.58, 14.94' RT
105TH 27+15.26, 17.44' RT
20.00'
10.11,
28057'18"
387.82
387.88
387.95
388.02
388.08
AD -READY SUBMITTAL
No. I REVISION
BY I APP'D I DATE
so
(425) 453-5000
1100 112TH AVE NE, SUITE 500
cobBELLEVUE, WA 98004
DESIGNED:
A. VILLAR
DRAWN:
C. WILCOX
CHECKED:
K. CRAIG
CHECKED:
K. CHANG YUEN
APPROVED:
G. FRANCO
PROJECT NO:
E00566E18
CONTRACT NO:
CXXXXXXXX
d
105TH 27+15.26, 17.44' RT
END CURB AND GUTTER
3 MATCH EX
FL 388.08
TOC 388.60
AFL 387.81
TOC 388.31
322305-93 1 FG 387.90
MATCH EX
BOS 388.73
MATCH EX
LIQ King County
METRO
GRADING GENERAL NOTES
1. ALL CURB HEIGHTS TO BE 6" UNLESS OTHERWISE NOTED.
2. SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW
INFORMATION.
3. SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL
IMPROVEMENTS.
4. GRADING ELEVATIONS PROVIDED AT KEY DESIGN POINTS AND 50 FOOT
STATION INTERVALS.
5. SEE LANDSCAPING PLANS FOR PLANTING LAYOUT.
6. SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL.
7. SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN
GUARDRAIL.
8. SEE STATION PLANS FOR GRADING AT STATIONS INCLUDING LOCATION
OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS.
9. SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD.
10. SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING AND LIMITS OF
DRIVEWAY CONFORMS.
11. SEE CURB RAMP PLANS FOR CURB RAMP GRADING.
12. NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION.
GRADING
LEGEND
N
HMA FULL DEPTH
r
O
HMA OVERLAY
0
d.
b bD
CEMENT CONCRETE
N
U
CEMENT CONCRETE CROSSWALK
W •Y W
W y W
LANDSCAPING
N
DETECTABLE WARNING SURFACE
M
O
RETAINING WALL
DO
PEDESTRIAN GUARDRAIL
N
ce
FENCE
a
RIGHT OF WAY (PROPOSED)
X.X%
EXISTING SLOPE 0
�
PROPOSED SLOPE N
O
X.X% O
0
N
N
a
J
N
0' 20' 40'
0!!!1"
SCALE: 1" = 20'
DEVELOPMENT ENGINEERING lei
Michael Sippo 09/11/2024
FR--4214163
METRO TRANSIT CAPITAL DIVISION DATE:
RAPIDRIDE I LINE JUNE2024
RENTON SEGMENT DRAWING NO:
GRADING PLAN 1 C10.13
105TH 23+00 TO 105TH 28+00 SHEET NO: OF
163 473