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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 _ I.c I ! v BITUMINOUS 5URFA E TREATMENT CLASS I D - ASPHALT CONCRETE CURB TOP .SOIL -1 _ 2' COMP, DEPTH ASPHALT'. CONCRETE PAVEM NT CLASS BI(WEARIN(D COURSE) I'/ CO M� DEPTH CLAS5 B( LEVELING COURSE) 1 %7.." CO P. CETH CRUSHED SURFACING TOP COU 5E I 2 Va" C,0 P. - DEPTH" 2" COMP DEPTH - (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