HomeMy WebLinkAboutTRO4103224.1RECORD DRAWING
"I-- QUANTITY TABULATION - CHANNELIZATION
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SHT #
ITEM #
LOCATION
LF
SF
EACH
EACH
EACH
HUND
HUND
LF
STATE ROUTE 900 (A LINE)
CH-1
1
A STA 168+41.40 (RT 17.09') TO A STA 175+55.23 (RT 29.00)
1.05
0.16
CH-1
2
A STA 169+42.16 (RT 6.53) TO A STA 170+ 11.08 (RT 7.62')
0.42
0.10
CH-1
3
A STA 170+12.18 (RT 6.11) TO A STA 171+89.18 (RT 5.87')
1.06
0.12
CH-1
4
A STA 170+ 11.52 (LT 6.01) TO A STA 171 +89.21 (LT 6.11')
1.06
0.12
CH-1
5
A STA 171 +89.21 (RT 5.96) TO A STA 175+72.55 (RT 6.16')
2.30
0.26
CH-1
6
A STA 168+35.36 (LT 16.95') TO A STA 175+76.41 (LT 17.00')
1.08
0.154
CH-1
7
A STA 170+40.84 (RT 3.13)
1
CH-1
8
A STA 170+58.61 (LT 2.10')
1
CH-1
9
A STA 171 +89.21 (LT 5.70') TO A STA 173+ 19.21 (LT 6.03')
130
CH-2
1
A STA 173+78.93 (RT 3.05)
1
CH-2
2
A STA 173+78.93 (LT 14.70')
1
CH-2
3
A STA 173+09.15 (RT 18.00') TO A STA 175+63.71 (RT 18.00)
1.52
0.17
CH-2
4
A STA 173+09.18 (RT 5.95) TO A STA 175+68.14 (RT 6.001)
-
0-76
0.11
CH-2
5
A STA 174+59.69 (RT 3.34)
-
1
CH-2
6
A STA 174+59.69 (RT 14.90')
1
CH-2
7
A STA 173+49.21 (LT S.03) TO 175+37.34 (LT 6.16')
188
CH-2
8
A STA 175+36.25 (RT 14.70')
1
CH-2
9
A STA 175+36.24 (RT 14.69')
1
CH-2
10
A STA 175+57.14 (RT 50.13) TO A STA 175+85.29 (LT 28.37')
201
CH-2
11
A STA 176+91.98 (RT 40.0T) TO A STA 177+D8.82 (LT 40.38')
195
CH-2
12
A STA 178+41.00 (RT 36.42') TO A STA 182+27.23 (RT 11.40)
387
CH-2
13
A STA 176+99.79 (RT 29.05) TO A STA 179+71.29 (RT 19.16)
0.39
0.06
CH-2
14
A STA 177+02.19 (RT 17.74') TO A STA 182+32.56 (LT 6.56')
3.144
0.35
CH-2
15
A STA 177+06.56 (RT 16.85') TO A STA 182+32.56 (LT 6.56')
3.15
0.35
CH-2
16
A STA 177+04.70 (RT 5.73) TO A STA 179+04.77 (LT 4.86)
1.22
0.13
CH-2
17
A STA 177+07.05 (LT 5.72') TO A STA 179+04.73 (LT 5.94')
1.20
0.13
CH-2
18
A STA 177+09.33 (LT 17.00') TO A STA 179+04.69 (LT 16.94')
0.29
0.04
CH-2
19
A STA 177+33.43 (RT 9.37)
1
CH-2
20
A STA 177+98.63 (RT 5.46)
1
CH-2
21
A STA 178+63.45 (LT 0.56')
1
CH-2
22
A STA 178+05.58 (RT 37.10')
1
CH-2
23
A STA 179+05.46 (RT 32.19')
1
-
CH-2
24
A STA 175+82.66 (LT 5.90') TO B STA 176+92.62 (RT 17.00')
0.24
CH-2
25
A STA 175+86.90 (RT 6.18) TO B STA 176+87.84 (RT 5.51')
0.20
TOTAL THIS COLUMN
387
396
13
0
0
19
3
318
It -`t --0 y
EXPIRES 6/4/2011
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
FED. AID NO. STPH-0900(21
33301 9TH AVENUE SOUTH
FEDERAL WAY, WASHINGTON
BERGER/ABAM 98003-2600
ENGINEERS I N c. VOICE: (206)431-2300
FAX: (206)431-2250
M
REVISION
INFORMATION SHOWN ON RECORD DRAWINGS FOR
LOCATIONS AND ELEVATIONS OF FEATURES WERE
PROVIDED BY THE CITY OF RENTON AND/OR ITS
CONSTRUCTION CONTRACTOR. BERGERABAM
ASSUMES NO LIABILITY FOR THE ACCURACY OF
THIS INFORMATION
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SHT #
ITEM #
LOCATION
LF
SF
EACH
EACH
EACH
HUND
HUND
LF
DUVALL AVENUE NE (B-LINE)
CH-2
26
B STA 172+ 70.58 (LT 16.94') TO B STA 175+56.33 (LT 17.19')
0.42
0.06
CH-2
27
B STA 172+70.58 (RT 17.06') TO B STA 175+67.55(RT 16.80')
0.42
0.06
CH-2
28
B STA 173+77.44 (RT 5.47') TO B STA 175+63.75 (RT 5.30')
1.12
0.13
CH-2
29
B STA 174+23.65 (RT 27.93') TO B STA 175+71.18 (RT 27.79')
148
CH-2
30
B STA 174+23.61 (LT 28.07') TO B STA 175+52.70 (LT 28.19')
129
CH-2
31
B STA 172+70.58 (LT 6.16') TO B STA 175+60.12 (LT 5.69)----
--
1.74
0.2
CH-2
32
B STA 174+32.23 (RT 30.02)
1
CH-2
33
B STA 175+ 14.17 (RT 30.02)
1
CH-2
34
B STA 174+33.67 (LT 30.42')
1
CH-2
35
B STA 175+ 15.42 (LT 30.42')
1
CH-2
36
B STA 173+76.53 (RT 2.9T)
1
CH-2
37
B STA 174+52.40 (RT 2.91')
1
CH-2
38
B STA 175+32.77 (RT 2.84')
1
CH-2
39
B STA 175+53.39(LT 42.56') TO B STA 175+77.68 (RT 31.44')
195
CH-2
40
B STA 176+72.99 (LT 42.34') TO B STA 177+06.46 (RT 38.30')
208
CH-2
41
B STA 176+82.83 (LT 32.00') TO B STA 1 78+40.00 (LT 32.00')
157
CH-2
42
B STA 176+84.49 (LT 28.00') TO B STA 178+40.00 (LT 28.00')
156
CH-2
43 *
B STA 177+ 12.41 (LT 34.57')
1
1
CH-2
44 *
B STA 178+02.25 (LT 34.57')
1
1
CH-2
46
B STA 176+93.64(LT 30.20')
1
CH-2
47
B STA 177+81.33 (LT 30.20')
1
CH-2
49
B STA 177+28.56 (LT 1.78')
1
CH-2
50
B STA 178+04.65 (LT 1.78')
1
CH-2
51
B STA 178+80.74 (LT 1.78)
1
CH-2
52
B STA 177+98.53 (RT 30.26)
1
CH-2
53
B STA 178+98.60 (RT 30.26')
1
CH-2
54
B STA 176+89.05 (LT 17.00') TO B STA 179+85.00 (LT 17.00')
0.36
0.06
CH-2
55
B STA 176+93.83 (LT 5.50') TO B STA 178+85.97 (LT 5.50')
1.15
0.13
CH-2
56
B STA 176+98.40 (RT 5.50') TO B STA 180+25.00 (RT 7.77')
1.92
0.22
CH-2
57
B STA 177+003.17 (RT 17.00') TO B STA 149+80.09(RT 17.00')
0.4
0.06
CH-2
58
B STA 177+07.74 (RT 28.00) TO B STA 179+61.62 (RT 28.00')
254
CH-2
59
B STA 179+90.97 (LT 4.63) TO B STA 180+00.00 (LT 4.40')
0.01
0.01
TOTAL THIS COLUMN
844
403
8
2
8
8
1
0
TOTAL 1
1231 1
799 1
21 1
2 1
8 1
27 1
4 1
318
* PLASTIC TRAFFIC LETTERS - "ONLY"
NOTES:
1. CONTRACTOR TO USE PLASTIC CROSSWALK LINE PER RENTON STANDARD
PLANS H012 (DRAWING NAME HR-13).
2. CONTRACTOR TO USE PLASTIC TRAFFIC ARROW PER RENTON STANDARD
PLANS H010 (DRAWING NAME HR-11).
3. CONTRACTOR TO USE PLASTIC TRAFFIC LETTER PER RENTON STANDARD
PLANS H00?.
4. CONTRACTOR TO USE PLASTIC BICYCLE LANE PER RENTON STANDARD
PLANS H009.
5. CONTRACTOR TO USE CHANNELIZATION MARKERS PER RENTON STANDARD
PLANS H001, H002, H007, (DRAWING NAME HR-1, HR-2, HR-10).
T 6. CONTRACTOR TO USE TYPE C BLOCK TRAFFIC CURB PER RENTON STANDARD
PLANS F003,(DRAWING NAME FIR-03).
j 322401
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BY I DATE I APPR I APPRovm:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERMAL NAVD 1988
HORIZONTAL• NAD 1953/1991
DATU M
CITY OF NE SUNSET BOULEVARD (SR 900)/
RENTON DUVALL AVE NE INTERSECTION IMPROVEMENTS
Planning/Building/Public Works Dept. QUANTITY TABULATION
CHANNELIZATION
6/03/09
FIELDBOOK:
PAGE:
QT1
17 OF:
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