HomeMy WebLinkAbout1787.32STRUCTURE NOTES
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CODE DESIGNATION
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CODE
DESIG-
NATION
STATION
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1 0-1
WELLS AVE. 0+90(1 4'R-0
1
1
1 0-2
1 +64(5'LT)
1
1
1 0-3
4+1 4(1 4'R
1
1
1 0-4
4+38(1 81T)
1
0.2
7
1 0-5
4+38(20'RT)
1
0.2
7
1 0-6
4+82(2O'RT)
1
1
1 0-7
5+59(3'LT)
1
1
10-8`
2+70(51T)
1
10-9
3+85(191T)
1
30
30
15
2
1 0-1 0
3+850 9'RT)
1
1
1 3
3
1
1
1
5
1 0-1 1
3+850 4'RT)
1
1
286
286
305
10
1 0-1 2
4+2MIT)
1
1 3-1
WELLS AVE.6+05(20'LT)
1
1 1
1 3-2
6+500 9.21T)
1
43
43
10
2
1
4
1 3-3
6+750 9.5'RT)
1
1
1 1 7
1 1 7
145
5
1
1
1
1
4,12
1 3-4
6 + 7 5(2 3.8'RT)
1
4
1
5
13-5
7+32(221T)
1
1
1 3-6
7+58(2711
1
1
1 3-7
7+87(351-11
1
1
1 3-8
7+870 2'R-0
1 1
0.2
1
1
7
13-9
8+00(1 4'R
47
47
1
65
4
3
,4
1 3-1 0
8+41(20'RT TO 211-11
1 68
1
1
4
1 3-1 1
8+1 3(40'LT)
1
0.2
7
1 3-1 2
8+1 8(25'RT)
1
1
1 3-1 3
S RIVERSD.1 3+50(1 O'RT7
1
15
15
5
4,10
1 3 -1 4
1 3+ 5 001-T)
1
28
28
1
40
2
3
1 30
485,
6,1 0
1 3-1 5
1 3+90(7'LT)
0.2
7
1 3-1 6
1 4+1 60 21T)
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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. 2 4+ 6 3.0 4(8.2'RT
1
1 32
1
32
1
65
2
3
,4
1 3-20
N RIVE RSD.2 4+ 2 5(8.2RT)
1
1
35
351
25
2
1
1
1
4
13-21
25+75(31RT)
1
96
96
65
5
7
1 3-22
WELLS AVE.1 0+07(20'RT)
1
0.2
1
1 3-23
1 0+09(9'LT)
1
1
0.2
1
1 3-24
1 0+680 9'LT)
I
I
11
1
1 3-25
1 0+760 211)
1
1
1
48
10
0.11
1
7
1 3-26
11 +1 5(25RT)
1
4,10,1
4
1 3-27
1 1 +250 4.21T)
1
1
47
1
47
1
25
4
4,
8,1 0
1 3-28
11 +250 9.2'RT)
1
33
1 33
10
2
4,
8,1 0
1 3-29
1 1 +7WIT)
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 24+77+-(7.6'RT)
10
10
1
45
10
1
1
1
3,15
1 3-33
9+88(301T TO 20'RT)
50
4
HEET TOTALS
6
1 1 8
3
2
1 A 9 61
1172
660
421
1 31
1239
840
50
81
11.5
1
9
4
2
5
1
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DRAWN r1/-
CHECKED /PB.LT
PROD. ENGR.
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DIST. ADM..
DATE
REVISION
REOTAL
NOI. ISTATEI FED. AID PROJ. NO. I SHEET I SHEETS
10 I WASH
JOB NUMBER
86 W 002
CONTRACT NO.
BY APP'6 J / I :5
BRM-1157 (1)
HIGHWAY DIVISION
Feb. 2-8,1386
APPROVED
�. 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)
10. 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.
1 4. CONNECT STORM DRAIN TO EXISTING STRUCTURE.
15. SEE APWA STD. PLAN NO. 35, APPENDIX A OF THE SPECIAL
PROVISIONS.
/7197
P. T RF a 1 E3,9
12754 �i►
70NA1
CITY OF RENTON
WELLS AVE. BRIDGE REPLACEMENT SHEET
9
OF
STRUCTURE NOTES 35
SHEET!
DOT FUHM ZZl-ull
Revised 9/82
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