HomeMy WebLinkAboutT-269154SR167 ROADWAY SECTION A
N.T.S. LEGEND
VAR I ES � (D HMA CL. A" PG 64-22
VARIES VARIES CRUSHED SURFACING BASE COURSE SR167 ROADWAY SECTION B
O'OR 1.33' 8' - 10' N.T.S.
BUFFER SR167 PLANE BITMINOUS PAVEMENT AND OVERLAY
VARIES VARIES HMA CL. 1/2" PG 64-22 (SHOULDER TO SHOULDER, FINAL CONSTRUCTION STAGE) VARIES<�>
CONCRETE VARIES VARIES VARIES VARIES 11' TO 11.33' EXISTING ASPHALT CONCRETE PAVEMENT
BARRIER 8'-12' 0'-15' 0'-16' 11'-12' 12.33' TO 13.67 it CL
I COMMON BORROW INCL. HAUL VARIES
O SHLD GP /RAMP- -GORE GP GP HOV S�-WD 7/-8/ SR167
O CONCRETE
MSE NOTES: BARRIER
RETAINING 10' 12' -15' 12' 11, 13' 1
- - - - - - - - - - - - - - - - - - - - - - - - - - - - SHLD GP GP GP HOV
WALL--\- - _---- - -- - -= _ - -- - - - - ®-- - - - =- -1 CROSS SLOPE VARIES, MATCH EXISTING S �HD
- ° --
- - --- _ -- -
SAWCUT <�q> 4 FOR PAVEMENT WIDTH TRANSITIONS, SEE PAVING PLANS,
0.875 PROFILE GRADE FOR LANE TAPERS, SEE PAVEMENT MARKING PLAN MSE
& PIVOT POINT - - - - - - - -- - - - - - - - -_
- - -
0.375' SEE ECOLOGY EMBANKMENT DETAIL RETAINING - - - - - - - - - - - - - - - - - - - - -
2 - - - - - - - - - - - - - - - - - - -
WALL
�s_
SAWCUT
0.8751
0� 375
E167 11067+36 TO 11067+73.50 (NO PAVING WORK PROPOSED) SEE PAVING PLANS FOR BARRIER TYPE AND LOCATION SAWCUT U T 0.20'
E167 11068+19.80 TO 11072+46.29* 3 PROFILE GRADE
75
E167 11074+90.00 TO 11077+05.67* 0.,7 & PIVOT POINT
E167 11088+80.00 TO 11105+68.43* SEE WALL PLANS FOR WALL TYPE AND LOCATION 0.35'
E167 11120+10.00 TO 11127+99.06 BK. 2
12' SHOULDER INCLUDES 2' FOR FUTURE IMPROVEMENTS
NOT USED STA EQ.E167 11127+99.06 BK = E167A 10976+35.06 AHD
E167A 10976+36.06 TO 10988+90.00
GRIND AND OVERLAY EXISTING ASPHALT SHOULDERS
WHERE INDICATED ON PAVING PLANS
7'
SIDE SLOPES PER WSDOT DESIGN GUIDELINES
SEE SITE PREP PLANS FOR SAWCUT LOCATIONS
VARIES VARIES
11.5 2 GUARDRAIL <10 > GUARDRAIL TYPE 31, SEE PAVING PLANS FOR LOCATION FILL SLOPE _8'-10' 15' -0'-6.90', 12' 11, 13'
VARIES SHLD RAMP GORE GP GP HOV
SH
0 TO 17' 2.5'
E167 11072+46.29 TO 11074+90.00* 11 SEE RETAINING WALL SECTIONS FOR DETAILS
MSE E167 11077+05.67 TO 11088+80.00* a RETAINING 10:1 E167 11105+68.43 TO 11120+10.00* GUARDRAIL POST 8•MIN,
WALL ___ - - - - - - - - - - - - - - - - - - -
......... .. ECOLOGY 12'SHOULDER INCLUDES 2'FOR FUTURE IMPROVEMENTS ALL SURFACING AND PAVING DEPTHS ARE COMPACTED DEPTHS, - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- - - - -11
EMBANKMENT COURSES NOT TO EXCEED DEPTHS DEFINED IN THE STANDARD 10-.
0 �75'
SPECIFICATIONS. GUARDRAIL �V 0.20' 3 PROFILE GRADE!
O�75' SAWCUT & PIVOT POINTI
MAXIMUM NOMINAL COMPACTED DEPTH SHALL BE PER WSDOT <�> 1
STANDARD SPECIFICATION 5-04.3(9) 0 � %35' 1
FILL 2
VARIES 1 E167A 10988+90.00 TO 10992+00.00
VAR I E-S AMP V_ARIE.S
0' TO
CONCRETE SHLD 15' _SHLD NB405-SBI67 21+54.70 TO 24+54.74
-1 17' 1� SLOPE SLOPE
BARRIER <1
6.1 6.1
VARIES VARIES
0.20' 3 10' 12' 12' 0'- 13` 1,
6
SHLD_ GP GP SHLD
E167 11067+73.50 TO 11068+19.80 -
NB405-SBI67 16+00.00 TO 17+59.81
h1,5DO T NOR THWES T REGION VARIES I n \
- ---------
SLOPE 8'-10' C' - - - - - - - - - - -
TRAFFIC ENGINEER - AREA OPERATIONS ARDR 4 - - - - - - - - - _--- - - - - -1
10 12 .20'--N
CHANNEL IZA TION PL 4N 6:1 AIL -
- - 3 PROFILE GRADE
1 0.75' & PIVOT POINT
Signed �LA443A Date tj�kb 3 0.20 0.75' - - 0.35' 1
Print MARK BANDY (j 2
SAWCUT 0.35'
ENGINEERING MANAGER <�> E167A 10992+00.00 TO 10996+00.00
NB406-SBI67 17+69.81 TO 21 +54.70+ E167A 10995+00 TO 10998+00 (NO PAVING WORK PROPOSED)
Signed Date 9-1C-!0 r2AMP
4A� ROADWAY SECTION NB405-B167
Print DENISE CIERI N.T.S. T=269154
FILE NAME C:XWorkXProjectVWselBTJV0002Xdms02275XBTJV0002 DE RS 167 MSTR-CP.dgn " M. ST aim Washington State SR167 MP 24.59 TO MP 26.23 Plot 1
TIME 9:27:20 AM REGION STATE FEMAID PROJ.NO. w . R Department of Transportation
DATE 812312010 NO. 's/v/ C 1-405 RSI
PLOTTED BY dio 10 WASH �4 0 5A orridor Program 1-5 TO SRI 69
DESIGNED BY M. WALTON JOB NUMBER
STAGE 1 -WIDENING SHEET
ENTERED BY S. WHITE BILFINGEMR�BERGER -N.
ONAL , °a AGOOCIATNG�.
CHECKED BY P. GRIDDLE CONTRACT NO. LOCATION NO. Civil Inc, KING COUNTY APRIL 2 OF
PROD. ENGR. L. HODGSON _4�.TE 10 DATE IRI-STATE CONSTRUCTION, INC. ROADWAY SECTIONS
REGIONAL ADM. D. DYE REVISION DATE By
01
P.E. STAMP BOX P.E. STAMP BOX
iml SHEETs