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HomeMy WebLinkAboutR-1353032_d�E 3.0'
I(SEEI SNLDR,
BITUMINOUS 5URF,�,GE
TREATMENT C-LAS A
FOR SHOULDERS I\
(BOTH SHOULDERS) 1
i
TOP SOIL
`2" COMP. DEPTH _
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BITUMINOUS 5URFA E
TREATMENT CLASS I D -
ASPHALT CONCRETE
CURB
TOP .SOIL -1 _
2' COMP,
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ASPHALT'. CONCRETE PAVEM NT
CLASS BI(WEARIN(D COURSE)
I'/ CO M� DEPTH
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CRUSHED SURFACING TOP COU 5E I
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(BOTH �HOULDERS)
GRAVEL BASE GLASS A ,
9" MIN. COMP. DEPTH
I I --PROFILE GRADE-.I - I'
lops
ROADWAY SECTION G
22' ASPHALT CONCRETE PAVEMENT
STA. EF 4 +73 TO STA. E. F: Ea t 18
STA, E 10A -$6 TO 5TA. E F 18 +29
s.o'�''j
A5RHALT CONCRETE PAVEMENT _
C LAS 5 B (BASE.. COURSE) I'' /z COMP. DEPTH
CRLJSHED SURFACING TOP COURSE
2%a' COMP. DEPTH
20 BITUMINOUS SURFACE RE
ASPHALT CONCRETE PAVEMENT
_CLASS B(WEARING COURSE) CLASS A FoR SHOULD R5
TAPER 1'/z" TOO" (BOTH SHOULDERS)
ROADWAY SECTION G
SHOULDER
STA. EP & +00 TO STA.EF 9 +18 LT4RT.
STA. E F IO +BG TO STA. EF I5 +00 LT £ RT.
S aT SHOULDER SECZ'�OY
BITUMINOUS SUP ACE TREATMENT
CLASS A FOR S OULLDERS - - - -/
(BOTH SHOULDER) I
I
TOP SOIL
2" COMP, OEPTH
BITUMINOUS 5URFA�_E.
TREATMENT CLASS I D
ASPHALT CONCRETE -
CURB
TOP SOIL
FEW
10.0' __
BITUMINOUS SURFACE TREATMENT
CLASS A FOR SHOULDERS
(BOTH SHOULDERS
TOP 501L
2 "COMP. DEPTH
4-
I
I
STME T
10
1 o.0
ASPHALT' CONCRETE PAVEMENT
- - --- - -- -- CLASS BI(WEARING (10UR5E) 2" COMP. DEPTH
CLASS B'(LEVELING COURSE) 2 "r-OM . DEPTH
CRUSHE� SURFACING TOP COURS
\15:1 2" COMB DEPTH 1'/2 "COMB DEPTHI (BOTH SHOULDERS)
GRAVELY BASE CLASS A G" MIN. IOMP. DEPTH
PROFILE GRADE Slo e 0.015:1
Slo e
ROADWAY SECTION G
z4' ASPHALT CONCRETE PAVEMENT
5TA.5 -C 28 +50 TO STA. 5 -C 32 +72.5(3
I� STA. 5-C 35 +49.51 TO STA. 5-C 41 +39.2
STA. Ex.5 -C 41 +15.8 TO STA,Ex.5-C 42 +00 /
ASPHALT CONCRETE PAVEMENT
GLASS B ( BASE COURSE) I� /2 COMP, DEPTH
CRUSHED 5URFA ING TOP COURSE
\ 142' COMP. DEPT
L\\ --i
ASPHALT CONCRETE PAVEMENT
GLASS (WEAR \NG GOURSE�FEATH R 21/z TOO
2" COMP.
DEPTH
ROADWAY SECTION G
SHOULDER
STA. S -C '30+00 TO STA.6 -C 32+ 72.59 RT,
ST,S.5-C 35 +49.51 TO 5TA 5 -C 4 \t3") RT.
TOP
2" (Z
TOP SOIL
2" COMP, DEPTH
0
LSD.
11.0'
ASPHALT CONCRETE PAVEME T
- -CLASS B WEARING COURSE-)-Z" OP. DEPTH
__CRUSHED SURFACING TOP COURSE
COMP,I DEPTH 2" COMP DEPTH
(BOTH ZHPULOE 5)
-GP.AV EL ASE GLASS A
MIN. COMP. DEPTH,
PROFILE GRADE
Pe
ROADWAY SECTION E
22' ASPHALT CONCRETE PAVEMENT
5TA. 5R 181 +50 TO STA-SR 20G +G4
5TA. SL O +IZ TO STA. SL II +18
ShattuclK St. D+00 TO 5h ttucK St 1 +93.4
EXISTING j`
GROUND ) \ _I
- - - --- -- `- -G.O' -� L I N E
TOP SOIL
2" COMP.
,DEPTH
ULTIMATE CONSTRUCTION
IL
? DEPTH
TOP SOIL
2" COMP, DE
0.5
ASPHALT CONCRETE PAVEMEI.IT
- -CLASS B (WEARING COURSE) 1' /z CO P, DEPTH
CLASS B (LEVELING COURSE I'!2" COMP. EPTH
CRUSHED SURFACING TOP COURSE ,\\x\
27; COMP. DEPTH 1'/2' COMP, DEPTH
(BOTH SHOULDERS)
GRAVEL ASE CLASS A
�Co% MIN. �.� P. DEPTH h�-LO'
1.0 PROFILE GRADE -
0.02:1 °//%=//, '- 'Y / /= = /'r•= nrr_rrr.=- ✓ /�: ->r/ /Slope.
ROADWAY SECTION D
2.4EASPHALT CONCRETE PAVEMENT
5TA. BS 2 +97 TO STA. BS 2-G +52
EE SHLDR.
SECTION)
REGION NO.
osbn�.�• \�SLO_OS_(il
FED. AID PROJECT NO.
5HEET NO.
a
WASH.
I -40S- 3(158)155
� O.Og:I
�
STA. BL
I2 +G5,5
WIDTHS SEE
STA. AR
7Co +90,3
TO
STA. AR
S• -7 +50
CHAN N ELIZATION DETAIL
STA. 3 R
1-75 +10
TO
-SIOpe
ROADWAY SECTION
SH EET NOS. 19 £ 20
H SHOULDERS
STA.AL
$2 +I -7.6o TO
STA.AL
%5 +48.'a LT.�R -r
5TPA,A,,R
80 +92.7 TO
STA.AR
$3 +9_7,5 LT #RT.
5TA, OL
$6 +82.2 TO
STA. DL
89 t -73.7 LT, RT.
5TA.DR
G +41.7 TO
STA.DR
10+ 12,0 LT.£RT.
REGION NO.
r STATE
FED. AID PROJECT NO.
5HEET NO.
a
WASH.
I -40S- 3(158)155
11 OF 5a
TOP SOIL
2" COMP
DEPTH
- ASPHALT 'CONCRETE PAVEMENT'
- �,- - - - - -- 2" COMP. (D E ArRiI NGII-A:, COURSE) I' /z CC.MP. D PTH
CRUSHED SIL DEPTH OTHO SHOULD H --}-
P.
GRAVEL BASE CLASS A j
4" MIN. COMP, DEPTH
I
PROFILE GRADE i I
op¢ 0.0
op� U.oZ:I
ROADWAY SECTION F
22' ASPHALT CONCRETE PAVEMENT
STA. 5 -C DETOUR 29+54.6 TO STA. S-C DETOUR 3S +71.2
R, -7.0'70
SECTION)
/r"-ULTIMATE CONSTRICTION
' LL I
/ PROFILE GF ACE
l.o'
ROADWAY SECT ION H
/- TEMPORARY
/ SHOULDER BERM
5:1 �/ TOP SOIL --
����� 2" OMP,
�CE CPTH
jE5TA.AL
-77 +09.3
TO
STA. AL
87 +40
NOTEOI FOR VARIABLE
eESTA.BL
3 +50
TO
STA. BL
I2 +G5,5
WIDTHS SEE
STA. AR
7Co +90,3
TO
STA. AR
S• -7 +50
CHAN N ELIZATION DETAIL
STA. 3 R
1-75 +10
TO
STA. BR
182 +99.8
SH EET NOS. 19 £ 20
STA. CL
4+05
TO
STA. CL
I1 +°IT.5
LIOZE ©; M \N. SvP FAC \NG DEPZ \-1
TEMPORARY -A 5TA. DL
85 +00
TO
STA. DL
94 +33.1
SHALL BE 2 \' FROM
SHOULDER '5 TA,. C_ P,
187 +13.1
TO
STA. CR
19Co +00
STA.PR GtSO EO sTA.DR 15tG2.3
BERM STA. OR
2t50
TO
STA, OR
I5 +GZ-5
sECT1os.1 REVERSEp PRIMARY STATE HIGHWAYS NOS. 1 & 5
, - P 1
L
LONGACRES TO CEDAR RIVER BRIDGE
/.
2"
22 COMM P
DEPTH
IN RENTON
KING COUNTY
/
ROADWAY SECTIONS
WASHINGTON'STATE HIGHWAY COMMISSION
_
DEPARTMENT OF HIGHWAYS
OLYMPIA, WASHINGTON
E. A. COWELL. api-
E. J. NEICNAM O. D. ZANN
J. M. ELAM H.
I'
*1
`Z
sate.
...MwmE Dec.31,19Q
SHEET I I OF 54 SHEETS
-1
C `1