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FG 28.53
MATCH EX GRA 19+61.58, 51.00' LT
FL 27.99 END CURB
TOC 28.49 GRA 19+91.89, 51.00' LT
BEGIN CURB
GRA 22+17.05, 63.00' LT
END CURB I GRA 22+81.86, 57.47' LT
MATCH EX END CURB AND GUTTER
N FG 28.23 GRA 22+ I t.06, 53.00LT I MATCH EX 192305-9070
O MATCH EX FG 907 2 FG 28 02 BEGIN CURB GRA 22+62.52, 53.00' LT
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
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MATCH EX FL 27.90 FL 28.24 GRA 21+99.28, 57.50' LT BEGIN CURB AND GUTTER BOS 28.83 HMA FULL DEPTH
2 MATCH EX TOC 28.40 TOC 28.72 END CURB
FG 28.98 BOS 28.88
FG 28.30 FL 28.06 MATCH EX HMA OVERLAY
U 1 C9.01 MATCH EX MATCH EX FG 28.22 TOC 28.5 FL 28.61 192305- 070 FG 28.70 d-
FG 27.70 BOS 28.06 MATCH EX 3 _ FL 28.23 0 °
MATCH EX_ FG 28.47 TOC 28.92
/[/-FG 27.97 A [/ BOS 28.20 BOS 28.34 MATCH EX i 1 C9.0 BOS 28.78 TOC 28.73�
W FG 27.56 1 MATCH EX/-FG 28.25 FL 28.56 1 S1.10 BOS 29.01 ° o 0
Q CEMENT CONCRETE
W W BOS 27.93 TOC 29.04 U
p F 11 LW I W W W ,., dd CEMENT CONCRETE CROSSWALK
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\ T W�W!� W W � �' W �' W FG 28.61- oo : � ° � FG 28.68
p d. p ° o000000000
`" P _BOS 27.79 T T W W W W W FG 28.I I (n o 0 0 0 0 o DETECTABLE WARNING SURFACE
IC? o - T_ 1 T o 0000000000
T _ -`'4 FG 29.1110 FG 27.70 `�' Z o �? -� LLJ
0 FG 27.84 `? _ FG 28.37 `�' FG 28.81 FG 28EX MATCH EX - - I1J RETAINING WALL
_ _ BOS 28.48 MATCH EX
+I0 FL 27.12 FL 27.26 MATCH EX FG 28.39 MATCH EX
�? o FL 28.09 BOS 28.80
TOC 27.62 CD TOC 27.76 FL 27.40 o FL 27.54 FL 27.67 FL 27.81 _ _ _ TOC 28.59 PEDESTRIAN GUARDRAIL
� 00 FG 27.82 TOC 27.90 MII TOC 28.04 TOC 28.17 M FG 28.31 FG 28.46 24
- MATCH EX 20+00 FG 27.87 FG 28.00 FG 28.20 S G RADY WAY 22+0o FG 28.65 23+00 _ 0 FENCE
MATCH EX -MATCH EX _ 21 +00 MATCH EX MATCH EX - FL 30.65 - O
Q
(GRA-LINE) FL 30.47 -f'
TOC 30.97 FG 30.22 FG 30.33 co d- RIGHT OF WAY (PROPOSED)
FG 30.16 �� MATCH EX MATCH EX FL 30.91 `�' N
W MATCH EX '`�' FL 30.83 TOC 31.41
z Q EXISTING SLOPE
J GRA 22+47.54, 40.64' RT FL 30.69 TOC 31.33 �/ X.X%
BEGIN CURB AND GUTTER TOC 31.19 0 0 1
= MATCH EX� N PROPOSED SLOPE
C)- - -� FL 30.42 FG 30.51 N w X.X%
TOC 30.70
BOS 30.97 `'� d J
P P d•
P P - MATCH EX d T.
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-� - - T - - - - FL 32.26_
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TOC 32.76� /� P FL 32.24 W BOS 31.08 ° FG 31.49
d C'/
GRA 22+61.18, 68.18 RT TOC 32.74
W
/ / a BEGIN P MATCH EX W _ BOS 31.49 W
1 W W W
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FL 32.04 FL 32.07 FG 33.16 W u" W W
F� p ? TOC 32.57
1 S1.10 MATCH EX BOS 3 61 TOC 32.50 /0 FG 32.02 GRA 22+96.18, 62.00' RT
MATCH EX ` END GRA 23+62.74, 65.41' RTC
L - - i i i (FL 32.60�, GRA 23+55.25, 62.49 RT
FG 32.05 \ BEGIN CURB SEND CURB
TOC 33.10 MATCH EX
MATCH EX FG 32.27 % FL 33.17 C \
FL 32.41 TOC 33.67 AFL 33.16
MATCH EX TOC 32.91
TOC 33.53
192305-g023 Q / FG 32.29
MATCH EX FG 32.43 FG 33.17
/ MATCH EX MATCH EX
0' 20' 40'
SCALE: 1" = 20'
DEVELOPMENT ENGINEERING 4
Michael Sippo 09/11 /2024 •'
R-4214152
DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE:
AD -READY SUBMITTAL ' JUNE 2024
A. VILLAR G. FRANCO
(400) 14 3-5000 NE, SUITE 500 � gwns ��1 DRAWN: RAPI DRI DE I LINE
TH AVE
.jaco sBELLEVUE, WA 98004 �0 C. WILCOX King County
CHECKED: PROJECT N0: LQR E N TO N SEGMENT DRAWING N0
®Q13T
No. REVISION BY APP'D DATE E4�'B' HORN E00566E18 MET GRA 19+00 TO GRA 24+00 SHEET GRADING PLAN 1 C 10.03
NALE�� 6/13/24 CHECKED: CONTRACT N0: N0: OF K. CHANG YUEN 1Cxxxxxxxx 1 152 473