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192305-9068
FG 25.60
MATCH EX
�D0 -LAK 16+76.05, 19.29' LT\ \
BEGIN CURB AND GUTTER'
%/ MATCH EX i O
FL25.16TOC 25.66
ZLAK 17+32.23, 9.72 LT
FG 25.58 // GRA 11 +05.98, 39.50' LT
MATCH EX r / I LP BOS 2 57 / \ GRA 13+62.23, 39.50' LT
I Ir FL 24.92 AM / HP
' TOC 25.12% FG 25.74 / / FL 25.67 N
MATCH EX BOS 26.20 Q
y \ 1 \ \ FG 5.62 FG 25.69 BOS 26.18 BOS 26.27
MATCH EX - _ - - - - - - FL 25.58 O
Ai -2 \ yea T _
BOS 26.00 - - BOS 26.09 y TOC 26.08 y y y U
/ LAK 17+58.27, 29.04 LT y y � BOS 25.65
_ FG 25.58 O y y _y w BOS 25.82 W GYT
y �V v y y y y IV
�V J' J' �V - �-
MATCH EX - y J a y W y y y IV y y y y y\ y y y w y y� W 'v y y y y �V y IVy-
y y y y y y y •ice y D d
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o LAK 17+ 76.49, 55.65 LT 1 C6.01
- - - CO j FG 25.64
MATCH EX
a FG 26.11
MATCH EX
10+00 FG 26.01
MATCH EX
L
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1
AD -READY SUBMITTAL
No. I REVISION
BY I APP'D I DATE
!GRA11+10.98,39.50'LT
GRADE BREAK
FL 24.95
11 +00 TOC 25.45
P _ P
192305-9102
T (n
M
Ljj
FL 25.65
FL 25.20 FL 25.38 FL 25.47 FL 25.56FG 26.33
TOC 25.70 FG 26.30 TOC 25.88 TOC 25.97 TOC 26.06 TOC 26.15 MATCH EX
MATCH EX tr1 FG 26.30 FG 26.43 -- - 14
FG 26.15 12+00 S G RADY WAY FG 26.30 _ _ 1 00 MATCH EX _ Q
MATCH EX - MATCH EX _ _MATCH EX _
(GRA-LINE)
FG 27.74
- ---- -----_ MATCH EX
P P P P P
FG 27.88
- = = MATCH EX
0
192305-9103 � �
CURB RETURN SCHEDULE
O
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1-
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Q
FG 27.75
U
MATCH EX
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RETURN #
PC - STA, OFFSET
PT - STA, OFFSET
RADIUS
LENGTH
DELTA
PC
1/4
1/2
3/4
PT
O
LAK 16+78.04, 19.07' LT
LAK 16+99.80, 22.79' LT
40.00'
22.37'
32002'25"
25.15
25.14
25.12
25.11
25.10
O
GRA 10+75.82, 82.23' LT
GRA 11 +02.98, 39.50' LT
30.00'
1 60.28'
1115007'07"1
25.08
125.04125.00124.97124.93
co(425) 453-5000
1100 112TH AVE NE, SUITE 500
BELLEVUE, WA 98004
DESIGNED:
A. VILLAR
DRAWN:
C. WILCOX
CHECKED:
B. HORN
CHECKED:
K. CHANG YUEN
APPROVED:
G. FRANCO
PROJECT NO:
E00566E18
CONTRACT NO:
CXXXXXXXX
LQ 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 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'
DEVELOPMENT ENGINEERING SCALE: 1" = 20'
Michael Sippo 09/11 /2024 07 FR-421 4150
METRO TRANSIT CAPITAL DIVISION DATE:
RAPIDRIDE I LINE JUNE2024
RENTON SEGMENT DRAWING NO
GRADING PLAN 1 C10.01
GRA 10+00 TO GRA 14+00 SHEET N0 OF
150 473