HomeMy WebLinkAboutR-4214164a
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28+00
I-
-- . -- .--�-.-- - -.I� - --
108TH 30+59.34, 4.61' LT'. 108TH 30+69.34, 4.63' LT /
108TH 30+55.34, 4.61' LT AP, AP • 108TH 30+73.34, 4.64' LT
PT FG 462.65 FG 462.99 PC
FG 462.51 MATCH EX '. ' MATCH EX FG 463.12
MATCH EX MATCH EX 1 0' 10, 20'
R=5.00 R=5.00'
L=15.71
000000 L=15.71'
A=180°00'00" -3 4 /4 / 4=180°00'00" 31 +00
SCALE: 1" = 10'
108TH 30+59.35, 0.00' LT o -� 0 108TH 30+69.35, 0.00' LT
FG 462.70 N,00 0 o FG 463.04
108TH 30+55.36, 5.39' RT 108TH 30+73.36, 5.36' RT I
PCFG 462.46 108TH 30+59.36, 5.39' RT 108TH 30+69.36, 5.37' RT PT 322305-9082
MATCH EX • ' AP AP FG 463.07 \
FG 462.59 FG 462.93 MATCH EX
l MATCH EX '. MATCH EX
108TH AVE SE (SR 515)
(108TH-LINE)
1
29+00
1 _
1�1
305-9070
AD -READY SUBMITTAL
No. I REVISION
11 C6.17
1 S1.28 y y\ BOS 462.35 L
FG 459.07
MATCH EX w y y y
y
T
-108TH 29+66 11, 29 48' LT
BEGIN CURB AND GUTTER
MATCH EX
FL 458.75
TOC 459.31
FG 459.11
MATCH EX
1
\G
o
M
.,
FL 460.06 FL 461.78 FG 462.03
TOC 460.56 TOC 462.28 •f `� MATCH EX • 1
SEE ABOVE FOR/
0+00 MEDIAN DETAIL_ _
FG 460.34 FG 462.01
MATCH EX MATCH EX
108TH 30+53.85, 29.54' RT ti FG 462.20
1 BEGIN CURB AND GUTTER • MATCH EX 1
G ��o MATCH EX
FL 461.94 c j
TOC 462.44
T/ _ > - -TOC EL 462.23 ' y y y
OS 462.48 ' OS 463.48
_ TOW 463.23 TOW 464.22 ,
65. MATCH EX MATCH EX
1C6.17CID
7 108TH 30+95.90, 29.54' RT
/�1C9.04FL 463.4
< TOC 463.65
g
BY I APP'D I DATE
' TOC 467.18
a FG 466.90
° 3 MATCH EX CA
108TH 31 +98.83, 46.72' LT
BEGIN 5" CURB HEIGHT
FL 466.72
FG 465.78 TOC 467.14
MATCH EX
31+00 32+00 / 33+
FG 465.37
FG 463.20 MATCH EX o FG 467.39 FG 468.89
MATCH EX FL 465.10 `2, FL 465.79 MATCH EX MATCH EX
TOC 465. 10 TOC 466.29 l �l _ 108TH 32+64.24, 30.50' RT
END CURB AND GUTTER G.
G -MATCH EX
`_' _ FL 468.86
C s 2 _ TOC 469.35
1 C6.18 ,
d d a a o d H o l FG 468.5810 d
_ MATCH EX BUS 469.55
y 'CWT y @bfF- U y -2.1 %. ' -3.6% MATCH EX
y 1 S1.27 BOS 465.97 _ v -v y FG 467.84 �� BOS 469.41
i _ _ MATCH EX / MATCH EX 3223
y 1 C6.18 \ y yy y FL 468.10 108TH 32+39.94, 51.34' RT
y y TOC 468.60 BOS 469.54 BEGIN CURB AND GUTTER
�'�' � C-1.5% y FG 468.52 MATCH EX
470 FL 468.71
y
TOC 469.22
y
FG 471.60
322305-9135 y -MATCH EX
1.5% - 0% -0.9%
BOS 472.11 I I
FL 471.46 = LU
.V `
TOC 471.96 J
FL 476.60 y' 2
TOC 477.10 y co
� C-0
1 186TH 10+52.29, 13.50' LTy ao
END CURB AND GUTTER yam. W
MATCH EX U) FG 476.99
FL 476.99 MATCH EX
TOC 476.99
a
MATCH FL TO EOP = y.
BOS 477.54 FG 477.52 1
MATCH EX MATCH EX
CURB RETURN SCHEDULE
1
FG 467.12
MATCH EX
FG 466.93 I
MATCH EX co
108TH 30+82.85, 29.57' LT 911710-0160 108TH 32+02.87, 55.58' LT
END CURB AND GUTTER FG 466.92 END CURB & GUTTER
MATCH EX BOS 466.29 BOS 466.89 END CURB HEIGHT TRANSITION
FL 462.88 MATCH EX BOS 467.25 FL 466.82
TOC 463.38 BOS 467.22 TOC 466.82
108TH 31 +68.60, 29.42' LT y
BEGIN CURB AND GUTTER y 108TH 32+00.94, 50.96' LT
J MATCH EX 1 C6.18 BEGIN CURB HEIGHT TRANSITION
- BOS 464.31 FL 465.66 END 5" CURB HEIGHT
/ MATCH EX TOC 466.14 FL 466.76
`TOC EL 464.18
RETURN #
PC - STA, OFFSET
PT - STA, OFFSET
RADIUS
LENGTH
DELTA
PC
1/4
1/2
3/4
PT
(1D
108TH 31 +71.72, 29.54' RT
108TH 32+01.71, 58.60' RT
30.00'
46.19'
88012'31 "
465.79
466.26
466.84
467.35
468.10
2
108TH 32+39.94, 51.34' RT
108TH 32+64.24, 30.50' RT
35.00'
35.99
58054'59"
468.71
468.74
468.75
468.81
468.86
3
108TH 31 +68.60, 29.42' LT
108TH 32+00.94, 50.96' LT
35.00'
1 41.20'
1 67026' 18"
1 465.65
1 465.98
1 466.23
1 466.54
1 466.76
(425) 453-5000
1100 112TH AVE NE, SUITE 500
BELLEVUE, WA 98004
DESIGNED:
A. VILLAR
DRAWN:
C. WILCOX
CHECKED:
K. CRAIG
CHECKED:
l
K. CHANG YUEN
APPROVED:
G. FRANCO
PROJECT NO:
E00566E18
CONTRACT NO:
CXXXXXXXX
LIM 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
W y W
LANDSCAPING
DETECTABLE WARNING SURFACE
RETAINING WALL
PEDESTRIAN GUARDRAIL
x- FENCE
RIGHT OF WAY (PROPOSED)
X.X% EXISTING SLOPE
PROPOSED SLOPE
X.X%
I
0' 20' 40'
SCALE: 1" = 20'
DEVELOPMENT ENGINEERING
Michael Sippo 09/11/2024
METRO TRANSIT CAPITAL DIVISION
RAPIDRIDE I LINE
RENTON SEGMENT
GRADING PLAN
108TH 28+00 TO 108TH 33+00
R-4214164
DATE:
JUNE 2024
DRAWING NO:
1C10.14
SHEET NO: OF
164 473