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Call before you dig.
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109.02 BC
10902 TC
108.65 BC
109.15 TO
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P RALLEL CU
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F-40.1
DETAIL PER SHEET R07 ';�
®PEDESTRIAN RAMP DETAIL
SCALE: 1 =10
i
STA: 15+57.53
125.02 FL
125.52 TC \ `� OF : RT
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INSTALL 24„ 0 CAST ��'
IRON BELL BOLLARD is 125.66 BC
125.66 TC
122.25 FL N,�
- 122.25 TC
122.25 BC
° 122.75 TC
122.09 FL 000° °
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122.09 TC� 0000° EX. UTILITY VAULT, ADJUST TO
CB #689 -°°°° y�aa
EX. RIM=121.29 122- °'`° 04t. NEW FG. INSTALL NON -SLIP LID
NEW RIM=121.58 -� PARALLEL CURB RAMP
" v 122, k°° PER WSDOT STD. PLAN F-40.12-03
IE 11 E (8 PVC NE) `` ; DETAIL PER SHEET R07
121.36 FL 122.14 BC
121.86 TC _ v2_ 122.64 TC
� - 12 0.6%121.90 BC
/ I 121.90 TC
\ / 0.76t M
120.12 FL 120.70f ME
v1
�\ \ 120.62 TC INSTALL 24"0 CAST
\ \ 15+30.01 IRON BELL BOLLARD
\\ OFF: 53.48'RT
PEDESTRIAN RAMP DETAIL
12
SCALE: 1 "=10'
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18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
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PEDESTRIAN RAMP DETAILS
FOR
UW MEDICINE -VALLEY MEDICAL CENTER
TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS
108.86 TC
[108.31 FL
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10.86 TC
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I STA: 11+49OFF: 34.81 RT
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14.0%
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OFF:
108.2S
\ 108.7S
107.90 BC
i 107.90 TC-
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^PEDESTRIAN RAMP DETAIL
SCALE: 1 "=10'
99.90 BC
99.90 TC
99.21 FL
99.71 TC
4
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•96.47
196.97 TC \
16.31 FL00
STA: 14
OFF: 3
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128.15 FL
128.65 TC \
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126.04 TC
r 125.97 FIL
125.97 TC
9 �h� 124.99 FL
124.99 TC-11111 125.63f ME _
1124.21 FL r/ '
` 124.71 TC
10 PEDESTRIAN RAMP DETAIL
SCALE: 1 =10
Z N
\\\ \ \v 94.96 FL \
94.96 TC
\\ \ \ \ 94.66 FL N - 94.95 FL
\ \ 95.16 TC _-- 94.95 TC
\\\\ TA +08 49
\ \\ \\ F:\61 43' T
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\�\ \ 95 23 BC I
\ 95.23 TC \
\� 95.04 BC 95.48 TC
95.03 BC
\ \ \ \ \ 95.53 TC
LEL CURB
\ \\ \ \ \ y \ \,\PER DOT STA \ \\ \ \ \\D�Ti41L PER SHE
\95.41 TC
TA: 4+18.61
or 43.22'RT
4 \\
96.81 TC
PEDESTRIAN RAMP DETAIL PEDESTRIAN RAMP DETAIL
13 14
SCALE: 1 "=10' NOTES SCALE: 1 "=10'
1. SIDEWALK AND CURB RESTORATION SHALL BE TO THE NEAREST JOIN
2. CONTRACTOR TO MATCH EXISTING CONCRETE PIGMENT FOR SIDEWALK WITHIN THE TALBOT ROAD
S. RIGHT OF WAY. CONTRACTOR TO CONFIRM SIDEWALK PIGMENT COLOR WITH THE CITY PRIOR TO INSTALLATION.
3. NEW SIDEWALK SHALL BE INSTALLED PER COR STD. PLAN 102.
4. NEW CURBS AND GUTTERS SHALL BE INSTALLED PER COR STD. PLAN 101 AND 103.
5. ALL STRUCTURES IN AREAS OF NEW SIDEWALK SHOULD HAVE SKID PROOF LIDS AND BE ADJUSTED TO FINISH GRADE.
6. SEE PUBLIC RIGHT OF WAY PAVEMENT SECTION SHEET R14 FOR PAVEMENT THICKNESS IN THE TALBOT ROAD S. AND S. 43RD STREET RIGHT OF WAY
SURVEYED: SCALE:
»- p HORIZONTAL N D 1983/1991
4 REVISED PER ASBUILT DRAWINGS ZTW 2 16 20 ZTW DESIGNED:
1 -10
3 REVISED RAMP NO. 9 ZTW 1 /28/20 AS Trw
2 REVISED RAMP NO. 12 ZTW .11/27/19 AS zTw
1 REVISED RAMP NO. 10 ZTW 9/27/19 AS CHECKED: ONE INCH DATUM
AS AT FULL SCN_E
IF NOT ONE INCH 11
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
AS
MIT
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_123.52 BC
123.52 TC
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121.1 BC'
122.11 TC \ �
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79
\\�-121.18 BC
!\
121.68 TC
PARALLEL CU RAM
PER WSDOT STD. PLAN F-40.1,2-03
I
DETAIL PER SHE R07
I I
121.12 BC
- _-�--
I
121.62 TC
121.02 BC
_
T
-�- 121.02 TC,
,PEDESTRIAN RAMP DETAIL
SCALE: 1 "=10'
CURB RETURN DATA:
21.14 FL
21;64 TC
2ii1 FL
21.11 TC
2 Sg�,�-120.43 FL
. 120.93 TC_
STA: 14+53.48
OFF: 58.9 1' RT
a
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°.°:
\ .
CURB RETURN #
PC
1/4 �
1/2 �
3/4 0
PT
RADIUS
®
STATION
10+63.21
10+74.03
10+83.11
10+89.10
10+91.0
26'
OFFSET
21.95' RT
23.03' RT
28.08' RT
36.92' RT
47.35' RT
FLOW LINE EL
108.42±ME
108.55
108.01
107.57
107.06
0
STATION
11 +20.8
11 +23.24
11 +29.55
11 +38.63
11 +48.96
25'
OFFSET
59.02' RT
48.95' RT
40.71' RT
35.72' RT
34.81' RT
FLOW LINE EL
106.19±ME
107.51±ME
108.36
109.23
110.32
10
STATION
14+43.28
14+41.10
14+26.46
14+09.56
13+90.56
45'
OFFSET
76.73' LT
52.70' LT
32.97' LT
24.02' LT
21.96' LT
FLOW LINE EL
129.22±ME
127.29
124.73
122.99±ME
121.42±ME
11
STATION
14+23.72
14+35.40
14+45.35
14+52.06
14+54.87
35'
OFFSET
35.18' RT
37.80' RT
44.76' RT
54.93' RT
67.20' RT
FLOW LINE EL
122.88±ME
122.09
121.49
121.18
119.40±ME
12
STATION
15+29.70
15+32.45
15+43.00
15+54.21
15+66.78
35'
OFFSET
62.61' RT
45.16' RT
31.41' RT
25.43' RT
23.79' RT
FLOW LINE EL
119.16±ME
121.42
122.86
124.56
125.65±ME
13
STATION
3+43.45
3+60.91
3+68.96
3+62.95
3+45.03
24'
OFFSET
40.03' RT
46.63RT
63.48' RT
81.68' RT
89.06' RT
FLOW LINE EL
99.14
98.33
95.78±ME
94.92±ME
94.04±ME
14
STATION
4+28.90
4+13.70
4+08.53
4+15.18
4+29.92
121'
OFFSET
80.63' RT
74.86' RT
59.83' RT
45.83' RT
40.09' RT
FLOW LINE EL
93.45±ME
93.99±ME
194.96
94.94
94.78±ME
*ELEVATIONS ARE AT FACE OF CURB GOING CLOCKWISE
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS w
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DATE: �
CITY OF PEDESTRIAN RAMP DETAILS 09/27/19 2i uRj
UW MEDICINE -VALLEY MEDICAL CENTER FlELDBOOK:
RENTON TALBOT ROAD INTERSECTION UPGRADES DRAVANGNO: LLJ
Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET
RENTON, WA 98055 SHEET: OF: Q
R11 20 �