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MATCH EX
FL 25.45
= BEGIN CURB AND GUTTERS
C) MATCH EX
FL 26.69 ' E
:2i TOC 27.19-- BOS 27.27
\\ FL 26.09
TOC 26.59
GRA 15+00.33, 88.48' RTI =
LP
FL 25.83
GRA 15+00.69, 99.49' RT
END CURB AND GUTTER
MATCH EX
FL 25.88
TOC 26.24
FG 25.55
MATCH EX
FG 26.18
MATCH EX�
d BOS 27.70
��FL 26.23 111 C6.02
� J�LTOC 26.73
>-, GRA 15+53.44, 79.70' RT
(LP
FL 25.93
GRA 15+51.68, 89.83' RT
1 BEGIN CURB AND GUTTER
MATCH EX
FL 26.03
TOC 26.44
r
CURB RETURN SCHEDULE
FG 27.70
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
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CEMENT CONCRETE
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CEMENT CONCRETE CROSSWALK
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LANDSCAPING
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°°°°°°°°°°
DETECTABLE WARNING SURFACE
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RETAINING WALL
DO
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PEDESTRIAN GUARDRAIL
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+
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FENCE
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RIGHT OF WAY (PROPOSED)
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EXISTING SLOPE
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0' 20' 40'
DEVELOPMENT ENGINEERING SCALE: 1" = 20'
Michael Sippo 09/11/2024 -
R-4214151
DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE:
AD -READY SUBMITTAL ' JUNE 2024
R. �, A. VILLAR G. FRANCO
cob 1i00 112TH5AVE NE, SUITE 500 ��4.� �.�� DRAWN: LQ
. RAP I D RI D E I LINE
BELLEVUE, WA 98004 A®� C. WILCOX King County
CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO:
834
®���8-ps�$�� B. HORN E00566E18 METRO GRADING PLAN 1C10.02
`��'�� 6/13/24 CHECKED: CONTRACT N0: SHEET N0: OF
No. REVISION BY APP'D DATE GRA 14+00 TO GRA 19+00 NO: 473
K. CHANG YUEN CXXXXXXXX
RETURN #
PC - STA, OFFSET
PT - STA, OFFSET
RADIUS
LENGTH
DELTA
PC
1/4
1/2
3/4
PT
O
GRA
14+69.15,
39.50'
LT
GRA
15+ 15.16,
83.77'
LT
45.00'
70.23'
89024'57"
25.41
25.35
25.38
25.42
25.45
O
GRA
15+60.16,
85.89'
LT
GRA
16+06.16,
39.50'
LT
45.00'
72.35'
92007'06"
25.52
25.69
25.85
26.01
26.18
O
GRA
15+55.12,
70.08'
RT
GRA
15+88.43,
41.40'
RT
35.00'
48.00'
78034'28"
26.23
26.60
26.86
26.98
27.03
O
GRA
14+65.79,
41.24'
RT
GRA
14+99.88,
74.91'
RT
35.00'
53.28'
87013'04"
26.60
26.55
26.50
26 34
26 09