HomeMy WebLinkAboutTED4001507.9The first number of
CODE DESIGNATION'
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number of the contract
plans. The second number
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STATION
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1 0-1
WELLS AVE. 0+90(1 4'RT)
_
1
1
1 0-2
1 +64(511)
_
1
1
1 0-3
4+1 4(1 4'R
1
1
10-4
4+38(181T)
1
0.2
7
10-5
4+38(20'RT)
1
0.2
7
1 0- 6
4+ 8 2(2 0' RT)
1
1
10-7
5+59(311
1
1
10-8
2 + 7 MIT)
1
10-9
3+85(1911)
1
30
30
15
2
1 0-1 0
3+850 9'RT)
1
3
3
5
1 0-1 1
3+850 4'RT)
1
286
286
305
1 0
1 0-1 2
4+20(51T)
1
1 3-1
WELLS AVE.6+05(20'LT)
13-2
6+50(19.21T)
1
43
43
10
2
1
1
4
1 3-3
6+750 9.5'RT)
1
1 1 7
1 1 7
1 45
5
1
4,1 2
13-4
6 + 7 5(2 3.8'RT)
1
4
4
5
1 3-5
7+32(2211)
11
1
13-6
7+58(2711)
1
1
1 3-7
7+87(3511)
1
1
13-8
7+87(12'RT)
1
-
-
-
--
-
---
-
-
0.2
1
7
13-9
8+00(14'R
47
47
_-
1
65
4
1
1
1
3
,4
1 3-1 0
8+41(2O'RT TO 211T)
68
4
1 3-1 1
8+1 3(4017)
1
0.2
7
1 3-1 2
8+18(25'RT)
_-
1
1
1 3-1 3
S RIVERSD.1 3+50(1 O'RT)
1
1 5
1 5
5
4,1 0
1 3-1 4
1 3+5MIT)
28
28
_
1
_
40
2
3
3,
4,5,
6,1 0
1 3-1 51
1 3+9WIT)
1
1
1
1
0.2
7
1 3-1 6
1 4+ 1 60 2' LT)
1
1
1 3-1 7
1 4+500 7'RT)
_
_
1
1
1 3-1 8
WELLS AVE. 9+830 1'RT)
1
1
1 3-1 9
N RVSD.24+63.04(8.2'RT
32
32
65
2
3
14
1 3-20
N RIVE RSD.24+25(8.2RT)
1
35
35
_1
25
2
4
13-21
25+75(3.7'RT)
1
96
96
65
5
7
1 3-22
WELLS AVE.1 0+07(20'RT)
1
0.2
1
1 3- 2 3
1 0+ 0 9(9' LT)
1
--
-
--_
-
0.2
1
13-24
10+68(191T)
_
_
1
1
1 3-25
1 0 + 7 6 0 211)
48
1
_
10
0.1
_
1
7
1 3-26
1 1 +1 5(25'RT)
11
4,10,1
4
1 3-27
1 1 +250 4.21T)
1
47
47
-
-
-
25
4
-
4,
8,1 0
1 3-28
1 1 +250 9.2'RT)
1
_
33
33
10
2
_
4,
8,1 0
1 3 - 2 9
1 1 + 7 3 (7' LT)
--
_--
- -
_
- --
-
-
- 1
1
1 3-30
"A"LINE 30+40(1 41T)
1
1
1 3-31
30+40(30'R
1
1 3-32
N RVSD 2 4+7 7+-(7.6' RT)
10
10
45
10
1
3,1 5
1 3-33
9+88(30'LT TO 20'R-0
50
4
L-ISHEET
TOTALS
6
1 1 81
31
2
826
172
660,
2
3
123918401
50
81
1.51
3
1
9
41
21
5
1
I DRAWN GL R 6- 85 1 1 1 1 1
CHECKED /-P,B.,T
PROJ. ENGR.
DIST. ADM..
i
DOT FORM 221-011
Revised 9/82
DATE
1:1ATIRR01
BYIAPP'D
REo " ISTATEI FED. AID PROJ. NO. I SNO T I SHEETS
10 IWASH
JOB NUMBER
86 W 002
CONTRACT NO.
3//:5
BRM-1157 (1)
HIGHWAY DIVISION .
Feb. 28)1986
APPROVED
Am Washington State
TrAf Department of Transportation
ENTRANCO ENGINEERS, INC.
BELLEVUE, WA EVERETT, WA
1. ADJUST EXISTING STRUCTURE TO GRADE IF NECESSARY.
TO BE DETERMINED BY THE ENGINEER.
2. CONSTRUCT CATCH BASIN TYPE 2 AS SHOWN. PLUG EXISTING
8 IN. LINE TO NORTH AND ABANDON.
3. SEE DETAIL IN APPENDIX OF SPECIAL PROVISIONS
4. FOR PROFILE SEE SHEET 14
5. RECONSTRUCT GABION MAT AT OUTLET.
6. SAW CUT SIDEWALK AND RECONST. AD DETAILED ELSEWHERE
7. REMOVE CATCH BASIN. PLUG ENDS OF EXISTING PIPE WITH
CONCRETE AND ABANDON IN PLACE.
8. REMOVAL OF EXISTING 6 IN. WATER LINE (AFTER ABANDONING)
REQUIRED TO PLACE NEW STORM PIPE AND STRUCTURE.
9. ( NOT USED)
1 0. CONTRACTOR TO PROVIDE ACCESS FOR LOCAL TRAFFIC.
11. RELOCATE WITHIN LIMITS OF NEW SIDEWALK.
12. PLUG 8 INCH LINE TO NORTH WITH CONCRETE CLASS C AND
ABANDON IN PLACE.
13. REMOVE EXISTING 8 INCH STORM DRAIN PIPE AND CONSTRUCT
NEW CLASS IV STORM SEWER PIPE 12 INCH DIA.
14. CONNECT STORM DRAIN TO EXISTING STRUCTURE.
15. SEE APWA STD. PLAN NO. 35, APPENDIX A OF THE SPECIAL
PROVISIONS.
1500 7
CITY OF RENTON
WELLS AVE. BRIDGE REPLACEMENT SHEET
9
OF
STRUCTURE NOTES 35
SHEETS
CD'1-1�009 SCANNED OCT 2 7 200E
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