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BOS 352.26 /
TOW 352.50
322305-9040 FL 351.65 /laot
053
TOC 352.15
BOS 350.93 BOS 351.82 BOS 353.11 /
BOS 348.87 TOW 353.32 1 C6.15 Otip
/ BOS 352.97
1 S1.24� _ _ - I / MATCH EX / oyA ��29Q5-9151BOS 346.36 - - - -- - - -
° - �� W o W W� W CAR 45+71.03, 33.27' LT _
W
350 = W END CURB AND GUTTER
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FL 352.86
o- BEGIN CURB AND GUTTER d ° --°' - �o ---- - - - - _ - - -
MATCH EX ---- TOC 352.95 0
FL 344.90 \ \
W `TOC 345.35 • • N FL 350.96 ass \
W FG 347.89 FL 349.14 I FG 352.73
FL 345.73 TOG 349.64r TOC 351.46 d \A FG 344.63 TOC 346.23 MATCH EX _ "I,J 1 MATCH EX
MATCH EX -\ - FL 348.14 FL 350.35 FG 351.95 FG 351.66 s 6\
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s FG 345.48 TOC 350.85 MATCH EX MATCH EX FG 353.56
TOC 348.64 45 00 4 +00 MATCH EX SE CARR
FG 344.04 44+00 MATCH EX _ _ - o
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FG 351.23
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FL 346.83 T L9_ T CAR 46+15.67, 22.78' RT
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_
j 105TH 10+92.53, 23.60 RT W
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FL 350.45 � �' W o 106.15 � � �� ° s W - _ LP- -t�d_ I -'
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MATCH EX
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BY I APP'D I DATE
END CURB AND GUTTER
MATCH EX
FL 352.69
TOC 353.15
CURB RETURN SCHEDULE
RETURN #
PC - STA, OFFSET
PT - STA, OFFSET
RADIUS
LENGTH
DELTA
PC
1/4
1/2
3/4
PT
1
CAR 44+57.02, 22.10' RT
105TH 10+96.92, 23.02' RT
40.00'
80.40'
115010'07"
346.83
347.97
349.12
349.75
350.45
2
105TH 10+40.31, 17.32' LT
CAR 45+92.21, 22.93' RT
35.00'
40.79'
66046'42"
351.30
351.04
350.88
380.84
351.09
so
(425) 453-5000
1100 112TH AVE NE, SUITE 500
COBELLEVUE, WA 98004
DESIGNED:
A. VILLAR
DRAWN:
C. WILCOX
CHECKED:
K. CRAIG
CHECKED:
K. CHANG YUEN
APPROVED:
G. FRANCO
PROJECT NO:
E00566E18
CONTRACT NO:
CXXXXXXXX
LIM 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
HMA FULL DEPTH
HMA OVERLAY
CEMENT CONCRETE
CEMENT CONCRETE CROSSWALK
W W W
W y W
LANDSCAPING
°
DETECTABLE WARNING SURFACE
°
°°
RETAINING WALL
PEDESTRIAN GUARDRAIL
FENCE
RIGHT OF WAY (PROPOSED)
X.X% EXISTING SLOPE
PROPOSED SLOPE
X.X%
0' 20' 40'
SCALE: 1" = 20'
DEVELOPMENT ENGINEERING e N+% I
Michael Sippo 09/11 /2024
FR-4-214161
METRO TRANSIT CAPITAL DIVISION DATE:
RAPIDRIDE I LINE JUNE2024
RENTON SEGMENT DRAWING NO:
GRADING PLAN 1 C10.11
CAR 43+00 TO CAR 47+50 SHEET NO: OF
161 473
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