HomeMy WebLinkAboutTED4001830.1530' ('Sfa 23* 75 f To Std. BO *24 f) 30 1 (Sfa. 23 * 75 t To Sta. 60 *24'' )
rota. To Sta.23*75{) 25' (Sta. To Sta.2.3*751r)
/2' /7'
Vaari e s
11
r-
2 - Compl Depth —
Class 'B' 4sp12a/7' Remove Existing
Asphalt And Grade
Soria As Required
- See Roadway Section
This Sh1-
P R E LEV EL BY
Match Exist ylatch Exist
Exist/nq Pavemlf
2" ComP'f. Depth Class '3' Asoha/f Cor?c.
/ l/2" Com,o't. Crushed Surfacing 7-cp Course.
Z //2 " Compt Depth Crushed Surfacing Base Course.
Grave/ Base C/ B Maybe lFeg o' Oeoenoin9 On Sol% Conditions
ROADWAYSECTION_
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18'
Exisf. Asphalt
i
2 ' Compt Oep fh
Gloss 'B' Asphoh`
Conc.
Exl:
EXCAVAT I O N
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L01
DETA I L
Coupling &
(As Reg'a')
Saddle (Tyo..
i
Alofe. This S17ou/der w111 / l�ari2S
Change /f Curb curb Ir
Gufter, , Or Curb, Gutter + /1
� €' Siderya/k Are Constructed.
E,risf 24" S. D.
As Directed Dy The
I Engineer. Reo/ace To
(Varies) Existing Grade W/ C1-u,sheo'
_ SUrYacirng Base Course.
-0�.. Varies
lc�_.. a .:0
Fai%d Pavi.ig SC C//On
To Be R&rnovec%
PAVEMENT REPAIR ----DETAIL
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3
Base
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This Sht
PRELEVEL DETAIL
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Z ° Comp
A spha /Y
C.3. (Per P/a17)
L ength, Size ,
S/ope (Per Plan)
/nvert Per P/an (Tyo. )
STORM DRAIN CONNECTIONS
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O
6 ' 5&dr.
EX/St. Pavement Varies (/0'- /2:)
Motch Exist
OVERLAY
6' Sh/dr.
' I
Exist. Gravel Sh/dr
/nstal/ Roadway Section
Per Defails This Shf .
As Re,, 'o'.
2 " Compt. Depth C/. IS' Asphal L Conc.
DETAIL
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TRANSITION DETAI L
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STA.
X
36 f So
0'
37 t 00
.75'
37 t 50
Z. 5'
38 t 00
4'
38 t50
5'
39 t 00
4'
39 t 50
2.5'
40 t 00
75'
40 t 50
0'
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Summary Of Worlfr .SCheduled For Talbot Rd:
Modifications Maybe 541bJect To Field Con_
diiv'ons And As Directed By Encyineer
Rmw 1 T3 ()o
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
TALBO T ROAD 3OU
7-00 -%D • l��Q
FERGJSON 8 SONS INC 81518
NO.
DESIGNED �N
DATE JURY IC-lRS'
FILE NO.
p�
DRAWN 5
Fa r
AGE
CHECKED
SCALE— /
-
5
15
REVISION BY APPR. DATE APPROVED_
SHEET
OF
DIRECTOR OF PUBLIC W"ORKI
�� low
rSCANNED
MAR
2 8 2003