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GRA 25+98.42, 40.47' LT TAL-B 10+35.23 76.05' LT FG 32.61 GRADING GENERAL NOTES
BEGIN CURB AND GUTTER MATCH EX\ BOS 32.45 BOS 35.70 TAL-B 13+68.54, 73.92' LT FG 35.79 1. ALL CURB HEIGHTS TO BE 6" UNLESS OTHERWISE NOTED.
END CURB AND GUTTER I � END CURB AND GUTTER MATCH EX
MATCH EX MATCH EX BOS 32.58� BOS 32.08 FG 35.58 MATCH CURB
2. SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW
EX
FL 29.71 I FL 32.05 FL 34.96 FL 35.92 INFORMATION.
TOC 30.22 I I TOC 32.54 BOS 33.14 BOS 33.20 BOS 34.14 BOS 35.10 TOC 35.46
I I MATCH EX FG 31.96 BOS 32.25 FG 33.08 FG 34.02 FG 34.98� TOC 36.32 �\ 3. SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL
IMPROVEMENTS.
BOS 30.25 \ o -1.0% \ \�� FG 32.13 FL 33.40 FL 34.37 BOS 36.17 BOS 36.39
MATCH EX r o 1 0 a FL 31.35 FL 31.52 FL 32.46 C 4. GRADING ELEVATIONS PROVIDED AT KEY DESIGN POINTS AND 50 FOOT
- � TOC 31.85 TOC 32.02 TOC 32.96 TOC 33.90 HOC 34.87 915460-0010� MATCH EX \ STATION INTERVALS.
1C .03 ' `14 _------- IS (IS FL 35.11 BOS 36.44 5. SEE LANDSCAPING PLANS FOR PLANTING LAYOUT.
FG 30.35 FG 31.88 �" - TOC 35.66 - -
} P 6. SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL.
MATCH EX MATCH EX 1 6.04 \ P a - 7. SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN
1 C6.03 P Pa o
a a `��. p . a FG 35.81 _
GUARDRAIL.
9 Q 4 / a ° ° a ° ° MATCH EX 8. SEE STATION PLANS FOR GRADING AT STATIONS INCLUDING LOCATION
ILq
EX � o� � T � �, � }--�T� 1 � OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS.
ETCH
J � I P P P P P q ° O 9. SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD.
CD ❑ _ T \ o o P 1 C6.05 10. SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING AND LIMITS OF
® y 2 I T _ T N T T T "' T T- FG 35.76 T O
� � T T M / � T � � T T T T � � T T T P 5 � T � CONFORMS.DRIVEWAY 11. SEE CURB RAMP P ANS FOR CURB RAMP GRADING.
° T T 1 C6.04 3, _ T T V
T - T I - 12. NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION.
FG 31.67 TAL-B 10+82.42, 42.00' LT FG 33.63
8� + MATCH EX FL �o o FG 32.06 FG 32.89 MATCH EX FG 34.36 0, FG 34.89 `T r W GRADING LEGEND
GRA 25 56.53, 81.21 LT FG 30.14 �� MATCH EX MATCH EX MATCH E\ Sri MATCH EX FG 34.92
BEGIN CURB AND GUTTER MATCH EX / 12+00 TALBOT RD S MATCH EX I HMA FULL DEPTH
FG 28.91 MATCH EX I �- 11 +00 � 3_+Qp
ETCH EX FL 28.61 10 00 _ FG 34.73 0
TOC 28.66 \ FG 29.36 FG 31.26 (TAL-B-LINE) _ _ MATCH EX r
MATCH EX FG 31.40 FG 31.51 MATCH EX �� n FG 31.74 _ _ Mi HMA OVERLAY
GRA 24+77.10, 77.93' LT MATCH EX MATCH EX \ MATCH EX FG 32.30 _
END CURB AND GUTTER FG 29.98 MATCH EX
C,G o CEMENT CONCRETE
MATCH EX MATCH EX G N G
FL28.11 _ FG31.90
o Q� MATCH EX M
NlTOC 28.52 0 \ S SD SD S� SID - FG 32.27_ so o S� Sp SD SD SD `G G 00 CEMENT CONCRETE CROSSWALK
FG 29.07 �w N _ W G G G MATCH EX G M_ G_ G
FG 28.53 MATCH EX o SEE SHEET W TOC 32.41 TOC 32.50 MATCH EX TOC 32.45 TOC 32.46 G G W W W LANDSCAPING
co° a
° ,a � MATCH EX TOC 32.63 �
MATCH EX 1C10.04A W ° w q FG 31.76 MATCH EX l MATCH EX G
\ \ FOR MEDIAN a ° _ _ _ MATCH EX
Q Pi DETAIL 4 - - - - - - = - _ TOC 32.62 0 0000000o DETECTABLE WARNING SURFACE
FG 29.74 , W - - W W _ o000000000
BOS 28.61 a a W _ _ _ - _ MATCH EX
1ATCH EX MATCH EX a FG 31.78 -' �- - - J
� ° 1 f; � .� �. � � � � � � � Q RETAINING WALL
=__BOS 32.76 ---- _ _
I
y y y y y T - --�Q I / / 3 Qo -70 FL 31.34 U MATCH EX 35-1
3, �- TOC 31.84 BOS 32.62 BOS 32.63 BOS 32.81 -
w PEDESTRIAN GUARDRAIL
y y y LLI a /� BOS 32.86 _Z
z a �/ a a MATCH EX MATCH EX MATCH EX I MATCH
4 4 TAL-B 11+70.88, 49.09' RT J FENCE
y ° FL 28.35 0 Q a / Q a v a 4 BOS 31.95 END CURB AND GUTTER \ _MAO32.88
TCH EX
y -1.5 /o TOC 28.78 Q ° BOS 31.85 MATCH EX \ v .03 � ,,, I � C� _ � I ° a � � � 4 � FL 31.69 �
� RIGHT OF WAY (PROPOSED)
BOS 28.90 y I Q
y y � , � � � 1 y � � � TOC 32.24
a 4 BOS 31.89 \
yw
(n _ EXISTING SLOPE
� � 4 � �--� BOS 32.56 X.X%
\ a 1 C6.04 MATCH EX
FL 28.36 ° 19230 PROPOSED SLOPE
TOC 28.86
y ( y 4� 4 4 \�0 / 5-9423 X.X%
BOS 29.01 FG 29.08 ( ,� S/ Q..a� gQ4
a MATCH EX \
BOS 29.01 _ -3.4% o % -2.3% -2.1 % y °
MATCH LINE GRA 24+0 - 0 SEE SHEET 1 C10.03
CURB RETURN SCHEDULE
RETURN #
PC - STA, OFFSET
PT - STA, OFFSET
RADIUS
LENGTH
DELTA
PC
1/4
1/2
3/4
PT
1
GRA 24+41.68, 42.26' LT
GRA 24+77.10, 77.93' LT
35.00'
55.52'
90053'38"
28.35
28.29
28.23
28.17
28.11
2
GRA 25+56.53, 81.21' LT
GRA 25+98.42, 40.47' LT
40.00'
64.81'
92050'07"
28.47
28.87
29.19
29.47
29.71
3
GRA 23+79.50, 50.50' RT
TAL-B 11+52.57, 49.05' RT
105.00'
160.96'
87049'56"
30.91
30.02
30.13
31.23
31.34
4
TAL-B 10+35.23, 76.05' LT
TAL-B 10+70.21, 42.00' LT
35.00'
54.03'
88027'07"
32.05
31.88
31.70
31.52
31.35
wTAL-B
13+36.66, 42.00' LT
TAL-B 13+67.42, 68.47' LT
35.00'
45.60'
74038'26"
35.17
35.36
35.55
35.74
35.93
0' 20' 40'
SCALE: 1" = 20'
DEVELOPMENT ENGINEERING
Michael Sippo 09/11/2024
R-4214153
DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE:
AD -READY SUBMITTAL ' JUNE 2024
�$. �N%ra'Nlk"
A. VILLAR G. FRANCO
(425 1 53-50002TH AVE NE, SUITE 500 ��4.� waDRAWN: .RAPIDRIDE I LINE
BELLEVUE, WA 98004 � C. WILCOX King County
CHECKED: PROJECT N0: LQ R E N TO N SEGMENT DRAWING N0:
pis �$B. HORN E00566E18 MET GRADING PLAN 1C10.04
®�`��'�� 6/13/24 CHECKED: CONTRACT N0:
No. REVISION BY APP'D DATE TAL-B 10+00 TO TAL-B 14+00 SHEET N0: OF
K. CHANG YUEN CXXXXXXXX
153 473