HomeMy WebLinkAbout1787.31QUANTITY
TABULAT ON
NOTE
THE SHEET NUMBER REFERS
TO THE FLAN SHEET SHOWING
THE CONSTRUCTION FEATURE.
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SH. NO.
STATION �
d
S.Y.
L.F.
S.Y.
EACH
S.Y.
L.F.
L.F.
L.F.
L.F.
EACH
EA H
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S.Y.
L.F
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S.F.
S.F.
S.F.
1 G 1?
WELLS AVENUE - 4+22 TO 8+15
LT
410
10
WELLS AVENUE - 5+52
LT
28
10
WELLS AVENUE - 5+7 0
RT
76
11
WELLS AVENUE - 5+65 TO 8+1 5
LT
147
11
WELLS AVENUE - 6+80 TO 8+43
RT
1
1551
1
1
1
1
1 450
11
WELLS AVENUE - 6+96 TO 8+43
RT
70
15
WELLS AVENUE - 7+05 & 7+40
LT
7
WELLS AVENUE - 7+13 TO 8+35
560
7
WELLS AVENUE - 7+16 TO 7+60
LT
27
1
7
WELLS AVENUE - 7+64 TO 7+73
LT
8
1
7
WELLS AVENUE - 7+65 TO 8+23
LT
70
1
11
WELLS AVENUE - 7+85
LT
80
7
WELLS AVENUE - 7+96 TO 8+22
LT
28
1
17
WELLS AVENUE - 8+10 TO 8+55
RT-LTI
215
WELLS AVENUE - 9+85 TO 1 2+28
390
17
WELLS AVENUE - 9+78 TO 9+80
RT-LT
90
11
WELLS AVENUE - 1 0+03 TO 1 2 +2 0
LT
1 2 0
11
WELLS AVENUE - 10+03 TO 12+33
LT
225
1 1
EXIST. A.P 8 +00
1
11
WELLS AVENUE - 1 0+05 TO A 31 +37
RT
1
133
11
WELLS AVENUE - 1 0+08 TO A 31 +40
RT
195
11
WELLS AVENUE - 10+64
RT
17
11
WELLS AVENUE - 10+7 9
LT
37
11
WELLS AVENUE - 11+10
LT
21
7
WELLS AVENUE - 11+35 TO 12+26
LT
80
1
7
WELLS AVENUE - 11+85 TO 11+94
RT
7
1
11
S. RIVERSIDE - 1 3+50 TO 1 4+82
LT
140
1
11
S. RIVERSIDE - 1 3+52 TO 1 4+90
RT
1
140
11
S. RIVERSIDE - 1 3+80 TO 1 4+85
LT
1
1 105
1
56
200
11
N. RIVERSIDE - 22+41 TO 24+73
RT
235
11
N. RIVERSIDE - 2 3+7 3 TO 2 4+7 3
LT
105
11
N. RIVERSIDE - 2 3+8 4 TO 2 4+7 0
LT
1
1 7
1
60
7
N. RIVERSIDE - 24+50 TO 24+80
RT
75
11
N. RIVERSIDE - 25+1 0 TO 25+85
RT
75
r
11
N. RIVERSIDE - 25+1 5 TO 25+85
LT
65
7
N. RIVERSIDE - 25+20 TO 25+50
RT
75
6
JONES PARK SIDEWALK ELLS
RT
85
84
16
AVENUE STATION - 8+00)
WELLS AVENUE - 0+60
LT
1
16
_
WELLS AVENUE - 0+60
RT
1'
17
WELLS AVENUE - 7+18 TO 7+74
17
17
WELLS AVENUE - 8+00 VIC
65
17
WELLS AVENUE - 7+80 VIC(JONE�L PQ
RT
1
17
WELLS AVENUE - 8+05 VIC(JONES PK.)
RT
1
17
WELLS AVENUE - 8+00
LT
1
17
WELLS AVENUE - 8+10
RT
1
17
WELLS AVENUE - 8+25 VIC
5
17
WELLS AVENUE - 8+30 VIC
25
17
WELLS AVENUE - 9+80 VIC
70
17
WELLS AVENUE - 9+80 VIC
25
17
WELLS AVENUE - 9+85
6
17
WELLS AVENUE - 10+05
LT
1
17
WELLS AVENUE - 10+05
RT
1
17
WELLS AVENUE - 11+85
RT
2
17
WELLS AVF�jJE - 11+92
16
17
WELLS AVENUE - 1 1 +94
20
17
WELLS AVENUE - 1 2+08
20
17
WELLS AVENUE - 'A"31 +05( ONLY")
RT
4
17
WELLS AVENUE - A"31 +06 TO 31 +40
LT
171
17
WELLS AVENUE - "A"31 +1 0
RT
I
I
1 1
17
WELLS AVENUE - "A"31 + 2 0
16
17
WELLS AVENUE - A 31 +30
21
17
WELLS AVENUE - A 31 +40
21
17
S. RIVERSIDE - 1 4+85 VIC
50
17
N. RIVERSIDE - 224+71 VIC
40
17
N. RIVERSIDE - 25+1 8 VIC
40
20
CEDAR RIVER TRAIL
2
810
PROJECT TOTAL
63
1 50
1, 001
7
1901
745
50
3471
32
91
41
34
16,
7201
05
I
1 40
0101
526
�
c
m
DRAWN
0
CHECKED
PROJ. ENGR.
cn 'y
0qj
DIST. ADM
1
G MSC
G.0 R a-a5
R. a, j ii- 8 s
REOTAL
NOt. ISTATEI FED. AID PROJ. NO. I SNOT SHEETS
10 I WASHI BRM -1157 (1)
JOB NUMBER
86 W 002
CONTRACT NO.
DATE REVISION BY APP'D 311
HIGHWAY DIVISION
t• E L
Feb. 28 198
APPROVED
� Washington State
T*fAf Department of Transportation
ENTRANCO ENGINEERS, INC.
BELLEVUE, WA EVERE T T, WA
GENERAL NOTES
(i) ThIs WorfC is Par f o P "Removal of Structures
and ob s tf-ucfiot7s"
RELOCATE TO STA. 7+65 LT & S.RIVERSIDE DR. STA. 14+8ORT.
r
12754
CITY OF ' •
WELLS AVE. BRIDGE REPLACEMENJ
QUANTIFY TABULATION
,,.T, .,
SHEET
8
OF
35
SHEETS
DOT FORM 221-011
Revised 9/82
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7.57