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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.
SD 9. SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD.
f so 10. SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING AND LIMITS OF
DRIVEWAY CONFORMS.
\ R=40.00' 11. SEE CURB RAMP PLANS FOR CURB RAMP GRADING.
,o
L-13.40' so - _ 12. NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION.
A=19°11'22"V - /\
GRA 24+59.36, 43.98 RT \ GRADING LEGEND
GRA 24+72.56, 45.21' RTPC
�
GRA 24+60.46, 39.92' RT ,o FL 30.97 �� PC Q .
PT = \, FL 31.09
HMA FULL DEPTH
FL 30.94 ' i R-3.00� A
R=1.00' L _4.54' R=1.00
\
GRA 24+54.24, 39.78' RT L=1.85' A=864626 \
L-2.58HMA OVERLAY
PT
A=105°56'24" GRA 24+62.27, 46.86 RT c A=148° 05 49
R=1.00' FL 30.92 PT GRA 24+72.01, 47.05' RT °o
CEMENT CONCRETE
L=1.51' GRA 24+59.24, 40.93' RT FL 31.02 / PT
/A=86046'54" PC \� / FL 31.10
FL 30.94 �_ _ GRA 24+81.17, 52.93 RT
GRA 24+53.27, 38.82 RT _ ----� Q PCC` �\ CEMENT CONCRETE CROSSWALK
X
PC R=40.00' FL 31.18 �� W W W
Q; FL 30.91 °° °°
_ s
0
J � GRA 24+54.66, 50.20' RT � ° o - L 25.61 , „ O � \ \ � W y W LANDSCAPING
PT � o � 4 0 . R-2.00 o A 36 41 16
P
FL 31.01 °° o °� ° ° c �� O� °0 0 0 0 0 0° DETECTABLE WARNING SURFACE
L-2.11' °g°° ° �p ° o A=48 38 32 0 \ ,9 ° ° ° o ° o o ° o °
Q
J /A=40°14'54" °° 1� ° n GRA 24+79.71, 52.22' RT p GRA 24+90.31, 76.33' RTC
' GRA 24+54.04 52.17' RT ° 90 �° ,� -,gym,;, ° D PT, ;L� �/ O RETAINING WALL
/ Po i _ ° + FL 31.17 GRA 24+62.03, 51.86' RT FL 31.44
C R 3.00'
�O FL 31.02 �� °o `L=2.77' PC a ° a Q GRA 24+91.32 94.74' RT PEDESTRIAN GUARDRAIL
1 _ D
DUX GRA 24+37.81, 38.61' RT 9 ° P - .0 /o - ° FL 31.07
`L o ° ° A=52 58 40
PT FL 31.49
- 64, 53.01' RT �� FENCE
R=3.00' o GRA 24 0. o. R=3.00'
FL 30.78 +59
_ i PT
L=8.01' FL 31.07\
R=118.00' L=8.24'
A=152°53'34" GRA 24+36.40, 44.27' RT GRA 24+56.84, 58.22' RTP L=48.45 A=157 2641 RIGHT OF WAY (PROPOSED)
PRC GRA 24+52.85, 53.72' RT'/ PRC A=23°31'30"
FL 30.86 PT' FL 31.08 GRA 24+85.76, 96.22' RT EXISTING SLOPE
_
Q \ ; FL 31.03
R=100' 0 \ �o PRC>> X.X°o/
/ GRA 24+51.48 53.90' RT .\� FL 31.43
R=1.00' L=1.53'
PRC PROPOSED SLOPE
L=1.55' A=87°46'20"
i FL 31.02 ,,A1, 11
0' 10, 20'
DEVELOPMENT ENGINEERING SCALE: 1" = 10'
Michael Sippo 09/11 /2024
FR--42141-541
DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE:
AD -READY SUBMITTAL ' JUNE 2024
A. (425) 453-5000 ���'� w•�•s��� DRAWN: G. FRANCO RAP I D RI D E I LINE
1100 112TH AVE NE, SUITE 500 BELLEVUE, WA 98004 ®� C. WILCOX King County
CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO:
14834 B. HORN E00566E18 MET GRADING PLAN 1 C 10.04A
OF N0: 6/13/24 CHECKED: CONTRACT N0: SHEET
No. REVISION BY APP'D DATE S GRADY WAY & TALBOT RD S NO: 473
K. CHANG YUEN CXXXXXXXX 154