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Home My WebLink AboutzR-1353SetRESO— LUT, 1 0 N WHEREAS, the State Department of Highways has presented to the City of Renton a sot of plans Showing the proposed grade elevations on the route of PSH No, 1 FA1 405 & M5 within the corporate limits of the City of Renton and has requested approval of said grades, now therefore 30,31,37, BE TT RESOLVED, that the grades as shown on Sheets 1,9,11,12,13glh,291 ° 38,39, & !�0 of the plane entitlod Longacres to Cedar River Bridge in Renton and which bear the approval of the Director Of Highwya dated the 31st Becember 1962 , are hereby approved. DATED at Washington, this -'-S -lZ-day Of A YCH Attest: D. 1 F. 30,G7 b C, W - z� O m 3 W - m O� Po G7 W UO O CJ O n== C V7 on _ O O M ZO O 00 W O b� 0, a 00 O W.0 b O C-4 DO 2 r- .( a I IL - n O - T 'e Ui3 3M (n- co F1 c o Q 0 cc 00o c=-o TT - co 00 Cn cz 0 C= 00 no Aa C z -4 m zTN n nm a tit z - - o Ta CW av T C ao -p a sans �A G7 u7 70M7Q!— -f - C7W-1 -oo G7 =° -IW° Ta C OS ^c Tzrvom OAaG SOOa- O .AWN na- RESO— LUT, 1 0 N WHEREAS, the State Department of Highways has presented to the City of Renton a sot of plans Showing the proposed grade elevations on the route of PSH No, 1 FA1 405 & M5 within the corporate limits of the City of Renton and has requested approval of said grades, now therefore 30,31,37, BE TT RESOLVED, that the grades as shown on Sheets 1,9,11,12,13glh,291 ° 38,39, & !�0 of the plane entitlod Longacres to Cedar River Bridge in Renton and which bear the approval of the Director Of Highwya dated the 31st Becember 1962 , are hereby approved. DATED at Washington, this -'-S -lZ-day Of A YCH Attest: D. 1 F. 30,G7 -i- Pi \4 \ +21 -'3 G/ � zoo• AND OF I- 405�C \S� \S5 �G -row. p�0 S, ;,v ✓� n ' \ Fj I / rC �I ND �,F? _ J % — — - _ _ - - - - - -- - -- ^ 3'I PT ` �Z/ � � �i/ � �/ �4 ° / \ <F �' // - F �-' L l/1 /, �Tp; ^� t 1 � ar / (/V J -E' J. � d� / /r �_ /r `� �' /, > // �i •\Fa C n�c J �, ar �� =_ -,ts ' _ o lam, �4 ' `}' 3�• 1 �// \ �/ c C7 f F F// ! / N. !r\ \ °� ,i \ \\ QYi E ,(�� 7'� _ // \ /r. R.C` V� 9-A� cn�,'7 � (L'r% { /�/ PVC\`/ n// Z ,V // ,, '� //7/ L i/ CI� �• ✓' / � i Sic X31-1 -� // // // - - / /// �'1 �� SfJ�C �q� QT>♦r� / /t// j / ! / Lo r m / / o%o S� ` e -Zil \ \ �C1 j T ` tiC`" �// �' = ( L %SAO, �9 Ji /� �' U 4 5 / /// C J� 1. S \\ 7 P , h \ i a 'I\ 1 'UT \ h/, j ✓2 i '^^�` z�V -` r 7 2.r / �l,?'i ,� /k ,�/ �/r /),\ r r i.l i� '.`�_ Iq', '/ S @./ zr� Al 70i z'.. VuR SU✓ I �� / LINE 8 ° - ��i i// /i f-' / Al !J7I` f / 0> ✓I /ice / �i' \ Ui; 0 ,r r L � T �� E vl T C � / r oQ �'r �/�a� p� l s� �" m m� �' `�GJ /r /r �` �� l Q7 �' ii / \ - J " r 1 p\\\ Or C. / lU Q w <[/ of \ F' ll/ /r� c - r/ i /� ��(/✓ Yli I!Q �r rQ- 0//,- Al P 1` \ O �? 4 / o Qrr� r nq ti W m F �/ :, // C '/q �J �f r c / C / o o / /L/ hy 9 �^ � d // rltn F S// Ql r� T (T lg/n (� 9 all Zy �� ,113R nn,, o //, Y. OP IN n O �� C RAO \NCB otit_`C - L:' —,R Ai�ING 4�. PAVIPSG j/, /� /i O7 Fd/ �� .:...^-•RmC`-a LANCSC_ ?.PE AREA ki fv �_- ,CPi,'i' .y�� /f- zr/ ! PRIMARY STATE HIGHWAYS NOS. 1 & S LONGACRES TO CEDAR RIVER BRIDGE MAP \ IN RENTON KING COUNTY - VICINITY MAP WASHINGTON STATE HIGHWAY COMMISSION G DEPARTMENT OF HIGHWAYS �9 R�.,y -� OLYMPIA, WASHINGTON ll -'� E. /.. COWFIL Cfi°imm IY E. J. NfiCNAM x 0.G. lAgf 1. 1. MIKµfON : r- dip J. M. ill SL tai ,t, "-^^ w•Fllovi Dec. �1 I9 Fit SHEET i OF 54 SHEETS zi All REGION NO. STATE FED. AID PROJECT NO. SNEET NO. 8 WASH. 1 405- 3(156)155 9 OF 54 F- 023-1(15) 9 OF 23 Pi \4 \ +21 -'3 G/ � zoo• AND OF I- 405�C \S� \S5 �G -row. p�0 S, ;,v ✓� n ' \ Fj I / rC �I ND �,F? _ J % — — - _ _ - - - - - -- - -- ^ 3'I PT ` �Z/ � � �i/ � �/ �4 ° / \ <F �' // - F �-' L l/1 /, �Tp; ^� t 1 � ar / (/V J -E' J. � d� / /r �_ /r `� �' /, > // �i •\Fa C n�c J �, ar �� =_ -,ts ' _ o lam, �4 ' `}' 3�• 1 �// \ �/ c C7 f F F// ! / N. !r\ \ °� ,i \ \\ QYi E ,(�� 7'� _ // \ /r. R.C` V� 9-A� cn�,'7 � (L'r% { /�/ PVC\`/ n// Z ,V // ,, '� //7/ L i/ CI� �• ✓' / � i Sic X31-1 -� // // // - - / /// �'1 �� SfJ�C �q� QT>♦r� / /t// j / ! / Lo r m / / o%o S� ` e -Zil \ \ �C1 j T ` tiC`" �// �' = ( L %SAO, �9 Ji /� �' U 4 5 / /// C J� 1. S \\ 7 P , h \ i a 'I\ 1 'UT \ h/, j ✓2 i '^^�` z�V -` r 7 2.r / �l,?'i ,� /k ,�/ �/r /),\ r r i.l i� '.`�_ Iq', '/ S @./ zr� Al 70i z'.. VuR SU✓ I �� / LINE 8 ° - ��i i// /i f-' / Al !J7I` f / 0> ✓I /ice / �i' \ Ui; 0 ,r r L � T �� E vl T C � / r oQ �'r �/�a� p� l s� �" m m� �' `�GJ /r /r �` �� l Q7 �' ii / \ - J " r 1 p\\\ Or C. / lU Q w <[/ of \ F' ll/ /r� c - r/ i /� ��(/✓ Yli I!Q �r rQ- 0//,- Al P 1` \ O �? 4 / o Qrr� r nq ti W m F �/ :, // C '/q �J �f r c / C / o o / /L/ hy 9 �^ � d // rltn F S// Ql r� T (T lg/n (� 9 all Zy �� ,113R nn,, o //, Y. OP IN n O �� C RAO \NCB otit_`C - L:' —,R Ai�ING 4�. PAVIPSG j/, /� /i O7 Fd/ �� .:...^-•RmC`-a LANCSC_ ?.PE AREA ki fv �_- ,CPi,'i' .y�� /f- zr/ ! PRIMARY STATE HIGHWAYS NOS. 1 & S LONGACRES TO CEDAR RIVER BRIDGE MAP \ IN RENTON KING COUNTY - VICINITY MAP WASHINGTON STATE HIGHWAY COMMISSION G DEPARTMENT OF HIGHWAYS �9 R�.,y -� OLYMPIA, WASHINGTON ll -'� E. /.. COWFIL Cfi°imm IY E. J. NfiCNAM x 0.G. lAgf 1. 1. MIKµfON : r- dip J. M. ill SL tai ,t, "-^^ w•Fllovi Dec. �1 I9 Fit SHEET i OF 54 SHEETS zi All REGION NO. STATE FED. AID 2_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 SINGLE FACED 8 MOUNTABLE C MENT CONCRETE CURB BITUMINOUS SURFACE TREATM NT\\ \i, CLA55 A FOR F�Jjfl HOULDERS (BOTH SHOULD RS) ii�� TOPSO\L.- Z "COiMP.DEF'�H i slop¢. o.C2:1 /� /II NOTE: FOR VARIA5LE WIDTHS SEE GHANNELI-ZATION DETAIL, 5HEET NOS.IO 41T WIDEN SHOULDERS 2.0' FOR ROUNDING ON SLOPES STEEPER THAN 4'• 1 BITUMINOUS SURFACF TREATMENT CLASS FOR SHOULDERS (BOTH SHOULDERS) 'TO 8.5' VAR.7.5'TO ASPHALT' CONCRETE PAVEMENT - -CLA5S a (WEARING CO RSE) 1' /i'COMR O P - CLASS B(LEVELING COURS )I' /z "COMP. OEPTfI CLASS E (BASE COURS )4" COMP. DEPT __.CRUSHED 5URFACING TOP COURSE 2" COMP. DEPTH ( OTN SHLD RS) GRAVEL ASE GLASS A �ly G" MIN. OMP, DEPTH - _ „��.�.,- PROFIL GRAOE - -' ope ROADWAY SECT ION J 15' MIN. ASPHALT CONCRETE PAVEMENT 9E 5TA. AL 87+ O TO STA. AL 88 +25.4 9E5TA. BL 3 +20.4 TO 5TA. 131- 3+50 STA. AR a7 +50 TO STA.AR 68+ -60,4 STA. BR 1-73 +88.770 5TA. BR I�5 +l0 5TA. CL 2 +g5G.4TO STA.CL 4 +OS STA. DL 84 +05.670 STA. DL 85 +00 STA.CR 19Co +00 TO STA.CRI' arc +SS.Z 5TA, DR 2 +2.6.3T0 5TA. OR 2 +50 �A SECTION REVERSED WIDEN SHOULDERS 2.0' FOR ROUNDING ON SLOPES STEEPER THAN 4:1 NOTE'. FOR VARIABLE WIDTHS SEE DETAIL SHEET 22. REGION NO. STATE FED. AID PROJECT NO. 5MEET NO 8 WASH. 5 -405- 3(158)155 12 'OF 54 F- 023 -1(IS) - 11 OF 23 VAR. J_I.O: TO 13.0' L LO' TO_I3.0____ - -- BOTH SHOULDERS T EAT M E N T ASPHALT CONCRETE PAVEJi - -- - - - - -- FARING COURSE) 142 �MP. DEPTH BITUMINOUS CLAS SINAO FOR SHOULDER - PPPPPPIIIIII CLASS B MENT CONCRETE ( � \ -- �- -CLA5S B(LEVELING COURSE)(' /z "COM pE PTH GUTTER - CRUSHED SURFACING TOP COURS 2'/�' COMP. DEPTH 2' COMP. D PTH TOP SOIL_ (PIOTH SHL RS) 2 „COMP. DEPTH \\ -- GRAVEL ASE_ CLASS A -I 9" MIN. C MP. DEPTH �lo \ PROFILE GRADE � 7Z _51001 0.0 IS:I R. I I,O' TO 31.5' _ VAR._ 1 1.0' TO 19.5_' __ (-5 EE NOTE) l,SEE. NOT ASPHALT CONCRETE PAVEMENT -- -CLA55 S (WEARIN COURSE) 2._ ,COMP. DEPTH -_ CRUSHED SURFACII C` TOP COURSE 2' COMP. DEPTH 1'iz COMP. DEPTH, _ (BOTH SHOULDERS) ` - -- GRAVEL BASE �LkS!S A -G MIN. COMP DIF.PTH \ I /---PROFILE GRADE lopes lope- 0.02:1 ROADWAY SECTION Lw NOTE: FOR VARIABLE 22'MIN. ASPHALT CONCRETE PAVEMENT WIDTHS SEE CHANNELI-LATION OETAIL,5HEET NO. 2Z STA.TC. 0 +00 TO STA.TC 3 +g0 5TA. FL Conn.0 +31.5 TO STA. FL Cann. 2 +Q (o ROADWAY DITCH ON LT. STA. FL 322+15 TO STA. FL 3'2 -7 +'30 2.0' 5.0' 5.0' RU HED SURFR\CING TOP -5" COMP DEPTH' `� GRAVEL BA .I �IA "rnNAP 0 ROADWP.V SECTION K 22' MIN. ASPHALT CONCRETE PAVMENT 5TA. FL 303 +55.8 TO STA.FL315 +99.4 5TA. FL 322+53.2 TO 5TA. PL- 329+38.8 STA.. FL 333 +SO TO STA. FL 343 +50 VAR, 10.0' TO i$.O - VAR. - 1.0.0' TO 18.0'___y1,4 i I--- - -- - -- BITUMINO S SURFACE TREATM�NT 1 CLA55 P\ i `- CRUSHED 4URFACING TOP LOURS 1 I3" COMP. DEPTH ! �PR.OFIL.E GRADE( ROADWAY SECTION M� 20' MIN BITUMINOUS SURFACE TREATMENT CLASS A E E D ETO U R 1 FIRST STAGE STA. FL 314 +99.4 TO STA. FL 315 +99.4 5TA.TC Ot00.0 TO STA.TC 3 +32.0 STA. E E De-t. 1 0 +00 TO STA. EE Det. i 24 +80 EE DETOUR 2-(SECOND STAGE STA. EE Det.Z O +OO.OTO 5TA.EE Det2 3 +09.4 APPROX., 20' VAR. O.O'TO 1-7.5' 3.01 _ (SEE -NOT E� , PHALT CONCR TE PAVEMENT I SS B(W EARItJG COU RS E)'2 "COMP. SHED SURF ICING TOP COUP.SE- OMP. OEPTH (BOTH SHLDR5). \VEL EASE LASS A -- - - - - -- 'iIN. COMP. (DEPTH i LISTING 81TtiJMINOUS PAVEMENT i __3.0' VAR. O.O' TO 17.5'_ S CyASS A / -i- (SEE- NOTE) C�TLI' A :I�% ! AS )E -SAC SECTION OR VARIABLE WIDTHS AND JS OF CV.L- DE- SACSSEE - SHEET NO. 11 - DEMENT ZS E) Ii COMB DEPTH )i'JZ COMP, DEPTH )4" COMP. DEPTH P COURSE ra ROADWAY SECTION B MEDIAN TO 0 PRIMARY STATE HIGHWAYS NOS. 1 & 5 LONGACRES TO CEDAR RIVER BRIDGE IN .RENTON KING COUNTY ROADWAY SECTIONS AND STAGE CONSTRUCTION DETAIL WASHINGTON STATE HIGHWAY COMMISSION DEPARTMENT OF HIGHWAYS OLYMPIA, WASHINGTON E A. COWELL. Cl,l m f. J. KEC M G. O. SAIM K. L M!KRISONQE� p J. M. KWk. SE. 1 "_4. �1 ../'. u AVlROV60: De-C. 51, ISOZ. SHEET I2 OF 54 SHEETS CONTL MYMSFf O IL;_I �9 W-1 NEW EXISTING GROUND UNSU )TABLE PAYMENT: _ "UNSUITABLE FOUNDATION EXCAVATION NCL.HAUL ", PER CU. YD UNSUITABLE SILL MATER IAL MATERIAL. SECTION DEPTH 5TA. 2-01+00 TO STA. 205 +00 (2.0' STA. 209 +00 TO .S7A.212 +50 5.'2-' 5TA. BS Z +14 TO STA. BS -7+10 3.0' STA, D L 89 +00 TO STA. D L 92 +00 - LT. $ RT. -ASPHALT CONCRETE PAVEMENT C.LAS5 B WEARING COURSE 2 "COMP DEPTH 5 ECTION PAYMENT: "ASPHALT LINED BASIN", PER EACH PLAN TEMPORARY, SHOULDER BERM ASPHALT LINED BASIN I 0 d EXISTING i BITVMINOUS I PAVEMENT I � CUL-DE- SAC D ETA I LS PAY M E NT:` D ITCH EXCAVATION I NCL. HAUL:', PER C.U.YD, DITCH SECTION 5TA. OR 5 +BO TO STA. OR -7 +75 RT. STA. 19$ +SO - VICINITY LT. STA. BR 1741-50 VICINITY LT. A5PHALT CONCRETE PAVEMENT CLASS B 0.4" COMP. DEPTH 8" TYPE 1 METAL DRAIN PIPE ASPHALT CONCRETE CURB - 8.; 1 F>y O SECTION AqF SPILLWAY DETAIL PAY M ENT: "-TYPE J. METAL DRAIN PIPE 8" DIAM. ",PER LIN. FT. "STRUCTURE EXCAVATION',", PER CV.YO. "NANO PLACED RIPRAP °, PER CU.YD. EXISTING .STREET VICINITY OF STA--AL 82td0 L.T. STA.DL93 +50 LT. :1 I Wald %„ �Stael 6o.rs �/2 Dian +. NOTE. END OF 8" METAL PIPE TO BE COMPRESSED AS SHOWN ABOVE. 0 REGION NO. STATE FED. AID PROJECT NO. I SHEET NO. 1-405- 3(198) ISS 13 OF 54 1 a EX, 1571 N -Z I STREET VICINITY OF 5TA. I(. 2 - RT. 5TA. I G 7 - RT. STA. 17 7 - LT. $ RT. STA. EF 12+50 LT. STA. E F 1 3 - RT STA. E E 1008 +20 LT. 5TA, EE 1008 +50 RT. CUL-DE- SAC D ETA I LS PAY M E NT:` D ITCH EXCAVATION I NCL. HAUL:', PER C.U.YD, DITCH SECTION 5TA. OR 5 +BO TO STA. OR -7 +75 RT. STA. 19$ +SO - VICINITY LT. STA. BR 1741-50 VICINITY LT. A5PHALT CONCRETE PAVEMENT CLASS B 0.4" COMP. DEPTH 8" TYPE 1 METAL DRAIN PIPE ASPHALT CONCRETE CURB - 8.; 1 F>y O SECTION AqF SPILLWAY DETAIL PAY M ENT: "-TYPE J. METAL DRAIN PIPE 8" DIAM. ",PER LIN. FT. "STRUCTURE EXCAVATION',", PER CV.YO. "NANO PLACED RIPRAP °, PER CU.YD. EXISTING .STREET VICINITY OF STA--AL 82td0 L.T. STA.DL93 +50 LT. :1 I Wald %„ �Stael 6o.rs �/2 Dian +. NOTE. END OF 8" METAL PIPE TO BE COMPRESSED AS SHOWN ABOVE. 0 REGION NO. STATE FED. AID PROJECT NO. I SHEET NO. 1-405- 3(198) ISS 13 OF 54 1 a WASH. F- 023 -1(15) 1 1Z OF 23 PAYMENT: " DITCH EXCAVATION INCL. HAUL", PER CU. YD. DITCH SECTION STA. 1 -11 +00 TO STA. 171+-GO LT. STA. 1 -73 +2g TO STA.AL %0 +50 LT. STA, FL 314 +00 TO STA.FL 322 +IS LT. STA. EE990 +OOTO STA. DR 5 +iG RT. PAYMENT: "CHANNEL EXCAVATION'; PER CU. YD. CHANNEL SECTION STA. 1 35 +00 TO STA. 14G +00 RT. STA. 14-7 +00 TO STA. 1-7 1 +00 RT. SVAC)ULDER W I D F- N I N FOR SIGNS PAYMENT:" BORROW EXCAVATION," PER C.U. Y0. 'EMBANKMENT COM'PACTION', STA. 144 +00 RT. PER r -u.YO. STA. 1 45 +94 L.T. STA. Z2-5+00 RT, STA, 225 +'73 L7. 83' I I Il II l .0.05:1 I Lo.02:, EXISTING .0.02:1 100_2:1 �..e --� WALL - ETE CULVERT METER \� PERFORATED DRAIN PIPE 15" DIAM. — — — GRAVEL BAC KFI LL iIE SEE PROFILE FOR DRAINS SHEET NO. 41 ROADWAY SECTION A MEDIAN STA. 2444+50 TO STA. 245 +42. PRIMARY STATE HIGHWAYS NOS. 1 & 5 LONGACRES TO CEDAR RIVER BRIDGE IN RENTON KING COUNTY ASPHALT LINED SAWN, DITCH, CHANNEL AND MISC. DETAILS WASHINGTON STATE HIGHWAY COMMISSION DEPARTMENT OF HIGHWAYS OLYMPIA, WASHINGTON E. A. COWELL, aajm e. 1. Kllc .�LEL c. O. uwE C L M�CALSON y le A M. WIA m • ' �'` *S SHEET 13 OF 54 SHEETS CONTWU HYMSE. /0-3- -- - - - - -- 200 - - - - - -- - -- 2Q0 - - -_ � -� i Shoulder UnQ I_, 200. - -- - - C)0 Shoulder Lin ' ¢ - - — - - -- -- - - -- - - - -- — Variables 6ITnznches - _ 130 Shoulder Line -\ Subyrad¢ Shoulder - - - - - -- Shoulder L1nQ Uphill B o-rm 5.0' (Material FromTrench) Uphid Shoulder Ling - - -- Normal Shoulder �E Thz ncha5 CoO 'YIIn. ... Slopes -- r— in. s `,S1opn r•I e��si VariablQ �Trszncha5 Shoulder Una - -D'Ja�RADE TRENCHING Shoulclar Un¢ - oN TANGENT. SHOULDEP2 TRENCH. (FoR EMBANKMENT P2oTECT \2)N) SUBC�RA�E TCZENCf \1NC� r CDN C U F2\/ E . SU ECG RADA.. PROTECTION. SEE SPEC \A� PRoV 1 � \oNS No Scale - N 66 ° 01 0 W �I 31� O C L0 O /Im 0 o \ k00._ O p ( Re\ / 220 W 2O' li L u l T 7P I I T`jpe TiPe z ICI D I _ �--- Face of Wall OI .. -3 it IPI _ dl PLAN C0 a� Exwstln9 Ground Lne 33.33 REGION NO. I STATE PED. AID PROJECT NO SHEET NO e i 1- 405- 3(IS8)ISS 14 OF SA Metal R¢nining Wall Type 3 3,307 S4.Ft. -- - - - - -- 200 - - - - - -- - -- 2Q0 - - -_ � -� i Shoulder UnQ I_, 200. - -- - - C)0 Shoulder Lin ' ¢ - - — - - -- -- - - -- - - - -- — Variables 6ITnznches - _ 130 Shoulder Line -\ Subyrad¢ Shoulder - - - - - -- Shoulder L1nQ Uphill B o-rm 5.0' (Material FromTrench) Uphid Shoulder Ling - - -- Normal Shoulder �E Thz ncha5 CoO 'YIIn. ... Slopes -- r— in. s `,S1opn r•I e��si VariablQ �Trszncha5 Shoulder Una - -D'Ja�RADE TRENCHING Shoulclar Un¢ - oN TANGENT. SHOULDEP2 TRENCH. (FoR EMBANKMENT P2oTECT \2)N) SUBC�RA�E TCZENCf \1NC� r CDN C U F2\/ E . SU ECG RADA.. PROTECTION. SEE SPEC \A� PRoV 1 � \oNS No Scale - N 66 ° 01 0 W �I 31� O C L0 O /Im 0 o \ k00._ O p ( Re\ / 220 W 2O' li L u l T 7P I I T`jpe TiPe z ICI D I _ �--- Face of Wall OI .. -3 it IPI _ dl PLAN C0 a� Exwstln9 Ground Lne 33.33 REGION NO. I STATE PED. AID PROJECT NO SHEET NO e WASH. 1- 405- 3(IS8)ISS 14 OF SA � F O. \\ lD 3 +3 _,� N.ti. Vari_abl2. - _ a _Asphoit Concrete Pavement 3l0 _-1 - Class IB (Wearin9 Course) I %z" Comp. Dep+h �' I / Crushed SurfQcrn9 Top Course � j' _ 2 Comp Depth Exist, Conc_pav't. m — Aspholt Concrete Gutter � (5e2 D¢slyn Stnndgtd 1=-12 _ * - Not¢: Quantities Included ry in Mile 3. GUTTER f \ND SHOULDER PAVIIIG DERAIL 3i S. I S3 c <v S'CRF cT - R�G.H� of F'sH Na 1 S'�A. \ ° \+-GJ �c sSn.13'i +42) Elev. 16.00 E APPROXIMATE QUANTITIES Metal Retaining Wall Type. I S6-f 5q. Ft. Metal R2toinin9 Wall 21. 0 Sy. Ft. Metal R¢nining Wall Type 3 3,307 S4.Ft. StructurQ Excovo -hon 210 Cu,I'ds. Mechanical Tamper 540 Flours O Elev. 17.33 Elev. 16.00 Elmv. lA.6T Elev, 14.67 4 0 0 0 0 0 0 N °m o ° m $ ° 2)I( 2) o N G N + + + + + + + p _ ELEVATION -4- - J S CSEE STPuVDARD PLATE D -1O) METAL RETAINING WALL (�) - VICINITY 0 7 1}O .ON RT. , SCALE Io= 20' Elev. 16.00 E APPROXIMATE QUANTITIES Metal Retaining Wall Type. I S6-f 5q. Ft. Metal R2toinin9 Wall T.jpe, 2 (2)134 Sy. Ft. Metal R¢nining Wall Type 3 3,307 S4.Ft. StructurQ Excovo -hon 210 Cu,I'ds. Mechanical Tamper 540 Flours PRIMARY STATE HIGHWAYS NOS. I & 5 LONGACRES TO CEDAR RIVER BRIDGE IN RENTON KING COUNTY SUBGRADE PROTECTION, METAL RETAINING WALL * GUTTER DETAIL WASHINGTON STATE HIGHWAY COMMISSION DEPARTMENT OF HIGHWAYS OLYMPIA, WASHINGTON -- E. A. COWELL. Oai- E. E. l•EtCE `V O. D. ZANN .. G L M:KAL ON . - w sGLE:As. Shown = Ar1..VeD: De C_BIE1962 SHEET 14 OF 54 SHEETS y :ON,EACT NLm. An _ 2 d1 BEGINNING OF I-405- 3(158)155 BEGINNING OF PROJECT STA. I I + 5 2.0 P.I. 6 3+00.0 (R /W ONLY) 108 °55' D -30000, / R 191.0' / T 'Z& -7.S �G� L 363.06 s o.04' /, S lia 1 E' /a \s P o °0 ° V'4 / S�Ottor o N0 NOT INCLUDED IN TH 5 PROJF= STA. 145+14.°2 TO S-TN 14�7+IGp Gb � I / / / / '✓ jpP \L�QGh `GGSyP� �, / S E /4 N E '/A SeGt;ph z,4 Pe 1.10 -1� I I. � � g•P t. �o e< GO`1 t10 02 A- �Q O�oj'�:Qryc� °/ �. ;-�i' ,,f -'+k" I '-1• , QoP I/ I. B 8+�5.�5(R /vJ ON Y) L�� P. •\� /- / / , i, mix hq O, x7 ii I — D I cam° _ , ow��/ , I Q yP —1� T 259.20' '1� I; tl �� a�oti�o —moo" l'� L 448.70' �; 3 0.04 ? Q� /� / Q YN � Pi � G 11-11 I ✓ 3 " �UI L1 (� . >° x°Y° 124 — y Q r � G E Z; i �/ P� o erty Line /� - / / (5e.e Detail sbect 14070 de 2°00 Ii — t: ui t2c gnci ::n •1 K1 ¢. t. L-S z.o prop., x 1 I � ;�. Sa � 1 I 1 11 iA lP Ttt N Oz¢ petuii GO \j't. LOt Q cJ Gt l OTC - N w 1/4 S V-- Y4 S'e. c tjon _4 P. 1, 141 +2-1.3 JN 20 °OI' CO I l0 °OI' D 2° 00' R 2865.0' T 0005.-7' L 800.8' Note.: For Cul- de -zoc Detail see Sheet No. 13 o' I de 2°00' L5 2.0 �ao sop Y� 8 2� US 'I A li REGION NO. I STATE I FED. AID PROJECT NO, SHEET NO e WASH. I- 405 - 3(158) 155 29 OF 23 0 pOpLoc)c� °/o 0 �I 1 II, 1 ➢I ;, 0- 'III Z I! �i II 'Il 1 I I 1 1 ,tll, '1 I: W Z 2 11fl �- y VA- A. I LA l �/ (� u- Z Z� / � 1 PRIMARY STATE HIGHWAYS NOS. 1 & 5 LONGACRES TO CEDAR RIVER BRIDGE IN RENTON KING COUNTY PLAN WASHINGTON STATE HIGHWAY COMMISSION DEPARTMENT OF HIGHWAYS OLYMPIA, WASHINGTON E. A. COWELL CF°i. !. 1. KEtCNAM (.. O. EAHN K. L R."=N � • �-r° p J. M. KLAIR. L. i9 ' ..•4�r el SHEET 25 OF 54 SHEETS ,O A CONIKdfi NL•AYFK 1 Y i AR 78 +�26 44 12 3 30' 424.4 _ _172.3 'YZ-7 1 8 0OV/Fr.i AR 2 2 +45 -_ -9° 17' I- '0 00' 955.0 -17.5' { 154.7' , 0.06 4F AR 86 +8t 2 _ 52 °21 13_030' 424.4 a 208.6' 387.8' 1 00`x' /Ft AL 79 +42 2 52 00' i 12 00' 4775 9329' 4333' O OO' /Ft E AL 83 +94 2 i- 4C-003' 24 00 23 .8 101 5 19 1.91 O iowt. AL 87 +384 70 30'' 3(000' 159.2 255 2125 I 0.10' /Ft. B R 174 +70 5 29 36 I S 30' 30.7 8 18 1 !e0 O' O 02' /Fi. -- BR- 232 °51 _. 31 00' BL 1 1+$7.3 _-Z90 3(0' I$ 30' 309.7 S_ 1.8' ICo00 f OOt3' /Ft - BL 243 23'' 31 00 184.8 785 l ! O.OJ' /Ft. OR 4 +05.0 40 3630` 12.00' l 477.5' i 1 -11507' 3'38 4 0.09Y1t. DR 8+27 3 -- _-- (0 00' i 955,0' 110 /0' 220.3'; 0.06' /Ft. DR 12+9(0 G _ -_47 24' _ -- 12 00 -' 4775 20_9.10' 1 395 O'(R/W Or,lv,)_. DL 85 +429 81 3.4! 30'00' 159.2' 1373' 2'20(0' _0.10'' /rr. DL 88* 190 '39 °58' . 241100' 238.8 $(0.8' j 1106 5' d. 10 '/Ft. C R _ 49 58' __ 00' A40.8 2054' 388 j4' . O. 05 '/Ft. DL 92 +54.1 CR 18-7+949 29 3G' __ 18 30' 309.-7 81.3 1000' 243 23 I Do' I 184. 7 ' 0.09' /Fr 29 30 1,6 30' 309.7' 8L$ 1(0o O coal SR 188t28.0 232 °51' _ 3 I °00' 184.8' L 3t(0 2 CL _ _ � 5 I I " O 09 46580%'. 31050' 180.0 -7Z.21 I 147 S'y _O 04' /Fr - 5R 192 +39.8'4% 093d_I o 0 ,0'y 35Y� 1'J 152.(o f 2$_35' 003'pr DR 112 +94 10147°00 'j_ 12 OO'1 4775 207(0 Z91 .-T Gov't Lot 3 G t�t10'r� 19 \ n / GOVT LOT I SeE Th;s Sheet - T 2 3 N. R.5 E. V V. M. SECTION 19 EE 1010-`-' - BATCH LINE Nw 1/4 NE 1/4 NE I 18 +2p 80 SECTION I� NOT INCLIJDED_.1_N THIS PROJECT 180' _STA. 184 +12.(05 TO STA.ISG +o0.15 -. _ �7 Q w so , . -.. �TH AV E. - ----- - fo0' 0 _ Ln _ _ - - - - - - - -� S. 60 I _� _ - -- - �I c�i -de- Sam Q L - 1 -- �I Chan LinK Fence. S � - - G �- !I_ I TyP_ No.2 W %4 N E�'/q ! I ` G C X80 JeCt.l 01-\ 1. - -6- dA(`pOT LC= 100 I +20.2 8 a 50'' .-- [?C._QL a4 +O5.� = F (3G, t) 50' I - PO.T EE 1007 +4G.G(36'Rt) i - T.AL 3e,, a = 5.4 - �: SE' /4 NW'r4�86 �t �5� p?oL.B+ W I 9 _ rc� ly x I, T 32.2 I F �� 87+ J 20R- �a c OI I I I D o P� $fix Gr Ca �7g 5 E -- - -- - - - -- _� I �? 4 ��A _ .!I' J� � � xl� I I �% �_ 1\ �\ `` �- \\ !l�/�!1`!AO_� REGION NO. STATE FED. AID PROJECT NO SHEET NC e WASH, I- 40S-3(ISB) 155 30 OF 54 F- 02.3 -1(15) 19 OF 23 CSI de-gac 90 gb -Pl._ �I pCNGi$L'2gEso , `/ �j� - - _ 2 +20 64 48 .tip F? 1 E ET003+ 3� I (44.G' '� '>I ` Cul -I�• D u IIIJJJ - `\ / \`• � I IJI I O r 2.0.4 ��%� I Cul -de sacl O• 32 �� h n Lt. - -- de sac QIQ - Oi I ( G -+ 4 - -- 6 r^ p P. .TEE 10 - -a�- _ IO VE �h 172+3<iJ= ) o <d �/j 3�6 ;' No E: (30'R2+ . �,, 0`I- - - - --, - -- -- ISQ I I _P.o.T _ ICI I - I _ - 2 v I I � I �� - . �. js (i r, IY II OFrSET 8" P o0 r - - - - - -- ,'C P.O.T k EF F 10 e Tyo Sr° �_ �S APPRO% 7'RT. OF pt u Nj C 90' 90' P BRIDGE - Gate W Ire Fennc e TNpe No.1 a, s 1 (� QUAY TO CLEAR G� +, C / s/ FGOTi D�� 52i- o; O F °= -- - - ° ° G �y l S 89 49 a' Bortom orcti.- - ' S , ° 4' Bott m D Itches ` F STOCKPILE. SITE POP, TOPl_SOIL I '!D I zQ° = n - E / `e e I c �i� �� G + �� 6 0 -0 - -- -- �- J� % ! 001 7V 0 79 80 0 .I 1 Jam` ,- ° I \ I /� ` Q Y T IE E LOO ° 0' V f N S4 IT E O t 9 P e 0 -- �� ° 5 30 �Dor �___`_ _ 86 ZJ•E J - w ' I i�1 ' C �9 I u'F, '. O. -- -. 2' 21: o (� �I s874 uii m - - - �� ° �w�': olio o I I yr :, ! -a O Slo z 8 PDP , ° 3j I ° 8 E WI I \ I tnM O �� O N 5 �r o s °ro I I °F- �7� 8 -. S• Bottom Channel `°�;' -_ -- - O' _ _ S 87° g I , Oj ,151 QI I i Q. W p E. E 1000 1 +�� 7• p) ah � i s- !:nraY✓r;,i,� g� O 5 I Gate + 6 p .0 6 ti8 W hI n. Single. Beam, Guard Rail Wrre.,Fer,ce_ ape_ No.1 �,,. 9p' alc,T eNo.1ca I(0 . II \� - \ W "(q P. 6Fy93 °g•�I��I . �l_I / W �R - /j -s 's +,0 - yP /� - v/ - �I+ �� C, ��_ ( T 1 �c� �� A / ,l:, 8 (3 x Cul- de_ -sac� � �'n ° �'� Y�9 +08. n ;� 9',(P q Slope 8" F P Cul- Q �?Q N S. vl �- 0_ I pC�� O 0.5% `... rJ r de -Sa JU z[D� 6 �� U/ 5 �'. SIt m0 �\ �16�j1�i� c S ACC ` °I I N8 d QU/ O % / // 'F %S O SIi6� O w + FI 6) NOT W �I� v Q �:L y'28 W JJ A� %� A 01 I 00 h U�. OFFSET ° IrI+OM ��A 6 0.0 -� -�� '� \ 0 Q APPROX. 8.5' RT OF QIr v BRIDGE TO BE 0 I Xf ---.CONSTRCCTED �P�2O I fn F- Q� - � I ! 37l 915 li� I CSEE BRIDGEPLnNS _ TO CLEAR BRIDGE ,U�t l ��' (4�� I �'�✓ 8> ��11 �3'� 9 ��' /9 LL FOOTING OCOI '� I, X ,v � O V9 u (�1 159 W 00) r 'a' / 4L -� mI f I: 44i 6� 111 �I I �_ f - ?T. DR 9_ +3_ZZZo� �Ip ILA "'1 I I I ` n�o a I n� �V / 4 1 E I I I � i- �J-}r- P'P- �' SS �/- �G 111 I ! �' -; / �\ 1„I I '' - P.T._SR 138 +973 (P'I G 90_ _90 S_IS3F.O ST. T,,1 MH - _.. I U _ _ _ - 22.q.1 �,;'I� 1F - -- - - SIT - - -� -T L G7 OT END FL LINE - "' BEGIN P.O. EF LINE - -- - - -- _ STA. FL 343 +50 ( ' F L ' - e No E ' GOVT. Lot- 4 I �F?�7• EF4 +(01,7_ O LINE SE r _ 1 Sectiot� 19 � T. FL 33 3Zlo I I I $+ too NE %4 SW %4 (>7 (01 Section 19 (>7 LI n' Note- For Cul -de -sac Details I � See Sheet No. 13 J p oT T_le F,honr Gac, il,e_s To B` Note: Re'roca Fwd C 1 Vk,11t; es As sn '_._,n _ Ex p - 10j R END OF F- 023 -1(15) VN�_��6 � PS.1-1• - �-- STA. EE 1011 + 22.0 CONSTRUCTION IDENT SIGN _ � = ---lb I ) Special - = .E 1010 MATCH LINE See This Sheet F INCLUDED IN THIS PROJE FL 329 +38.8 TO STA. FL r ; .T.E.E992 +17.9 - (4G.5' Lt) Ghaiv� LfI.K Q Felice. Type DO No. 1 -� _7 ! � m pv 2 -G H !nl n l F �Op o -�� QI �I `fir `Ni I 0 W ' I DR pO.T z +z I 1 C54.5' Rt 3 Chaff R^ ' n o' i I VEt Type No. Fer�ce. I 1 1 I I / I I SHEET NO.'32 - E E-990 BOO .,}1,• 1� ,�O- PO SS DR 44.7' Ahd PI. +S�a.I NG) W ` IITH BEGIN SR LINE N W i-0 S E y4 > Section .19 9 PRIMARY STATE HIGHWAYS NOS. 1 & 5 LONGACRES TO CEDAR RIVER BRIDGE IN RENTON KING COUNTY PLAN WASHINGTON STATE HIGHWAY COMMISSION DEPARTMENT OF HIGHWAYS OLYMPIA, WASHINGTON, E. A. COwELL. 0,.l n E. I- KfTCXAM G. D. U.NO [. E. M'RAl,. f ��°^ 1. M. SIAM. E1. •I' xf =-°•' A..R °�� °: Dec. 31, 1962 - ^u••.'• N14•'• SHEET 3O OF 54 SHEETS / jo _ 9 CURVE D DATA P.1.5TATI°N L L O O I I Z_ T T L L I S S 195 ?Oo O S S °28 O O 30 1 1 14(00.0 5 54 1 I 1 10933 0 001 ' E ENC FL327 +71 I 9 9003301 190-2I&_7 2 293.8 I 291' 4 4G 1 g' i `- I 2 \ n / GOVT LOT I SeE Th;s Sheet - T 2 3 N. R.5 E. V V. M. SECTION 19 EE 1010-`-' - BATCH LINE Nw 1/4 NE 1/4 NE I 18 +2p 80 SECTION I� NOT INCLIJDED_.1_N THIS PROJECT 180' _STA. 184 +12.(05 TO STA.ISG +o0.15 -. _ �7 Q w so , . -.. �TH AV E. - ----- - fo0' 0 _ Ln _ _ - - - - - - - -� S. 60 I _� _ - -- - �I c�i -de- Sam Q L - 1 -- �I Chan LinK Fence. S � - - G �- !I_ I TyP_ No.2 W %4 N E�'/q ! I ` G C X80 JeCt.l 01-\ 1. - -6- dA(`pOT LC= 100 I +20.2 8 a 50'' .-- [?C._QL a4 +O5.� = F (3G, t) 50' I - PO.T EE 1007 +4G.G(36'Rt) i - T.AL 3e,, a = 5.4 - �: SE' /4 NW'r4�86 �t �5� p?oL.B+ W I 9 _ rc� ly x I, T 32.2 I F �� 87+ J 20R- �a c OI I I I D o P� $fix Gr Ca �7g 5 E -- - -- - - - -- _� I �? 4 ��A _ .!I' J� � � xl� I I �% �_ 1\ �\ `` �- \\ !l�/�!1`!AO_� REGION NO. STATE FED. AID PROJECT NO SHEET NC e WASH, I- 40S-3(ISB) 155 30 OF 54 F- 02.3 -1(15) 19 OF 23 CSI de-gac 90 gb -Pl._ �I pCNGi$L'2gEso , `/ �j� - - _ 2 +20 64 48 .tip F? 1 E ET003+ 3� I (44.G' '� '>I ` Cul -I�• D u IIIJJJ - `\ / \`• � I IJI I O r 2.0.4 ��%� I Cul -de sacl O• 32 �� h n Lt. - -- de sac QIQ - Oi I ( G -+ 4 - -- 6 r^ p P. .TEE 10 - -a�- _ IO VE �h 172+3<iJ= ) o <d �/j 3�6 ;' No E: (30'R2+ . �,, 0`I- - - - --, - -- -- ISQ I I _P.o.T _ ICI I - I _ - 2 v I I � I �� - . �. js (i r, IY II OFrSET 8" P o0 r - - - - - -- ,'C P.O.T k EF F 10 e Tyo Sr° �_ �S APPRO% 7'RT. OF pt u Nj C 90' 90' P BRIDGE - Gate W Ire Fennc e TNpe No.1 a, s 1 (� QUAY TO CLEAR G� +, C / s/ FGOTi D�� 52i- o; O F °= -- - - ° ° G �y l S 89 49 a' Bortom orcti.- - ' S , ° 4' Bott m D Itches ` F STOCKPILE. SITE POP, TOPl_SOIL I '!D I zQ° = n - E / `e e I c �i� �� G + �� 6 0 -0 - -- -- �- J� % ! 001 7V 0 79 80 0 .I 1 Jam` ,- ° I \ I /� ` Q Y T IE E LOO ° 0' V f N S4 IT E O t 9 P e 0 -- �� ° 5 30 �Dor �___`_ _ 86 ZJ•E J - w ' I i�1 ' C �9 I u'F, '. O. -- -. 2' 21: o (� �I s874 uii m - - - �� ° �w�': olio o I I yr :, ! -a O Slo z 8 PDP , ° 3j I ° 8 E WI I \ I tnM O �� O N 5 �r o s °ro I I °F- �7� 8 -. S• Bottom Channel `°�;' -_ -- - O' _ _ S 87° g I , Oj ,151 QI I i Q. W p E. E 1000 1 +�� 7• p) ah � i s- !:nraY✓r;,i,� g� O 5 I Gate + 6 p .0 6 ti8 W hI n. Single. Beam, Guard Rail Wrre.,Fer,ce_ ape_ No.1 �,,. 9p' alc,T eNo.1ca I(0 . II \� - \ W "(q P. 6Fy93 °g•�I��I . �l_I / W �R - /j -s 's +,0 - yP /� - v/ - �I+ �� C, ��_ ( T 1 �c� �� A / ,l:, 8 (3 x Cul- de_ -sac� � �'n ° �'� Y�9 +08. n ;� 9',(P q Slope 8" F P Cul- Q �?Q N S. vl �- 0_ I pC�� O 0.5% `... rJ r de -Sa JU z[D� 6 �� U/ 5 �'. SIt m0 �\ �16�j1�i� c S ACC ` °I I N8 d QU/ O % / // 'F %S O SIi6� O w + FI 6) NOT W �I� v Q �:L y'28 W JJ A� %� A 01 I 00 h U�. OFFSET ° IrI+OM ��A 6 0.0 -� -�� '� \ 0 Q APPROX. 8.5' RT OF QIr v BRIDGE TO BE 0 I Xf ---.CONSTRCCTED �P�2O I fn F- Q� - � I ! 37l 915 li� I CSEE BRIDGEPLnNS _ TO CLEAR BRIDGE ,U�t l ��' (4�� I �'�✓ 8> ��11 �3'� 9 ��' /9 LL FOOTING OCOI '� I, X ,v � O V9 u (�1 159 W 00) r 'a' / 4L -� mI f I: 44i 6� 111 �I I �_ f - ?T. DR 9_ +3_ZZZo� �Ip ILA "'1 I I I ` n�o a I n� �V / 4 1 E I I I � i- �J-}r- P'P- �' SS �/- �G 111 I ! �' -; / �\ 1„I I '' - P.T._SR 138 +973 (P'I G 90_ _90 S_IS3F.O ST. T,,1 MH - _.. I U _ _ _ - 22.q.1 �,;'I� 1F - -- - - SIT - - -� -T L G7 OT END FL LINE - "' BEGIN P.O. EF LINE - -- - - -- _ STA. FL 343 +50 ( ' F L ' - e No E ' GOVT. Lot- 4 I �F?�7• EF4 +(01,7_ O LINE SE r _ 1 Sectiot� 19 � T. FL 33 3Zlo I I I $+ too NE %4 SW %4 (>7 (01 Section 19 (>7 LI n' Note- For Cul -de -sac Details I � See Sheet No. 13 J p oT T_le F,honr Gac, il,e_s To B` Note: Re'roca Fwd C 1 Vk,11t; es As sn '_._,n _ Ex p - 10j R END OF F- 023 -1(15) VN�_��6 � PS.1-1• - �-- STA. EE 1011 + 22.0 CONSTRUCTION IDENT SIGN _ � = ---lb I ) Special - = .E 1010 MATCH LINE See This Sheet F INCLUDED IN THIS PROJE FL 329 +38.8 TO STA. FL r ; .T.E.E992 +17.9 - (4G.5' Lt) Ghaiv� LfI.K Q Felice. Type DO No. 1 -� _7 ! � m pv 2 -G H !nl n l F �Op o -�� QI �I `fir `Ni I 0 W ' I DR pO.T z +z I 1 C54.5' Rt 3 Chaff R^ ' n o' i I VEt Type No. Fer�ce. I 1 1 I I / I I SHEET NO.'32 - E E-990 BOO .,}1,• 1� ,�O- PO SS DR 44.7' Ahd PI. +S�a.I NG) W ` IITH BEGIN SR LINE N W i-0 S E y4 > Section .19 9 PRIMARY STATE HIGHWAYS NOS. 1 & 5 LONGACRES TO CEDAR RIVER BRIDGE IN RENTON KING COUNTY PLAN WASHINGTON STATE HIGHWAY COMMISSION DEPARTMENT OF HIGHWAYS OLYMPIA, WASHINGTON, E. A. COwELL. 0,.l n E. I- KfTCXAM G. D. U.NO [. E. M'RAl,. f ��°^ 1. M. SIAM. E1. •I' xf =-°•' A..R °�� °: Dec. 31, 1962 - ^u••.'• N14•'• SHEET 3O OF 54 SHEETS / jo _ 9 CSI de-gac 90 gb -Pl._ �I pCNGi$L'2gEso , `/ �j� - - _ 2 +20 64 48 .tip F? 1 E ET003+ 3� I (44.G' '� '>I ` Cul -I�• D u IIIJJJ - `\ / \`• � I IJI I O r 2.0.4 ��%� I Cul -de sacl O• 32 �� h n Lt. - -- de sac QIQ - Oi I ( G -+ 4 - -- 6 r^ p P. .TEE 10 - -a�- _ IO VE �h 172+3<iJ= ) o <d �/j 3�6 ;' No E: (30'R2+ . �,, 0`I- - - - --, - -- -- ISQ I I _P.o.T _ ICI I - I _ - 2 v I I � I �� - . �. js (i r, IY II OFrSET 8" P o0 r - - - - - -- ,'C P.O.T k EF F 10 e Tyo Sr° �_ �S APPRO% 7'RT. OF pt u Nj C 90' 90' P BRIDGE - Gate W Ire Fennc e TNpe No.1 a, s 1 (� QUAY TO CLEAR G� +, C / s/ FGOTi D�� 52i- o; O F °= -- - - ° ° G �y l S 89 49 a' Bortom orcti.- - ' S , ° 4' Bott m D Itches ` F STOCKPILE. SITE POP, TOPl_SOIL I '!D I zQ° = n - E / `e e I c �i� �� G + �� 6 0 -0 - -- -- �- J� % ! 001 7V 0 79 80 0 .I 1 Jam` ,- ° I \ I /� ` Q Y T IE E LOO ° 0' V f N S4 IT E O t 9 P e 0 -- �� ° 5 30 �Dor �___`_ _ 86 ZJ•E J - w ' I i�1 ' C �9 I u'F, '. O. -- -. 2' 21: o (� �I s874 uii m - - - �� ° �w�': olio o I I yr :, ! -a O Slo z 8 PDP , ° 3j I ° 8 E WI I \ I tnM O �� O N 5 �r o s °ro I I °F- �7� 8 -. S• Bottom Channel `°�;' -_ -- - O' _ _ S 87° g I , Oj ,151 QI I i Q. W p E. E 1000 1 +�� 7• p) ah � i s- !:nraY✓r;,i,� g� O 5 I Gate + 6 p .0 6 ti8 W hI n. Single. Beam, Guard Rail Wrre.,Fer,ce_ ape_ No.1 �,,. 9p' alc,T eNo.1ca I(0 . II \� - \ W "(q P. 6Fy93 °g•�I��I . �l_I / W �R - /j -s 's +,0 - yP /� - v/ - �I+ �� C, ��_ ( T 1 �c� �� A / ,l:, 8 (3 x Cul- de_ -sac� � �'n ° �'� Y�9 +08. n ;� 9',(P q Slope 8" F P Cul- Q �?Q N S. vl �- 0_ I pC�� O 0.5% `... rJ r de -Sa JU z[D� 6 �� U/ 5 �'. SIt m0 �\ �16�j1�i� c S ACC ` °I I N8 d QU/ O % / // 'F %S O SIi6� O w + FI 6) NOT W �I� v Q �:L y'28 W JJ A� %� A 01 I 00 h U�. OFFSET ° IrI+OM ��A 6 0.0 -� -�� '� \ 0 Q APPROX. 8.5' RT OF QIr v BRIDGE TO BE 0 I Xf ---.CONSTRCCTED �P�2O I fn F- Q� - � I ! 37l 915 li� I CSEE BRIDGEPLnNS _ TO CLEAR BRIDGE ,U�t l ��' (4�� I �'�✓ 8> ��11 �3'� 9 ��' /9 LL FOOTING OCOI '� I, X ,v � O V9 u (�1 159 W 00) r 'a' / 4L -� mI f I: 44i 6� 111 �I I �_ f - ?T. DR 9_ +3_ZZZo� �Ip ILA "'1 I I I ` n�o a I n� �V / 4 1 E I I I � i- �J-}r- P'P- �' SS �/- �G 111 I ! �' -; / �\ 1„I I '' - P.T._SR 138 +973 (P'I G 90_ _90 S_IS3F.O ST. T,,1 MH - _.. I U _ _ _ - 22.q.1 �,;'I� 1F - -- - - SIT - - -� -T L G7 OT END FL LINE - "' BEGIN P.O. EF LINE - -- - - -- _ STA. FL 343 +50 ( ' F L ' - e No E ' GOVT. Lot- 4 I �F?�7• EF4 +(01,7_ O LINE SE r _ 1 Sectiot� 19 � T. FL 33 3Zlo I I I $+ too NE %4 SW %4 (>7 (01 Section 19 (>7 LI n' Note- For Cul -de -sac Details I � See Sheet No. 13 J p oT T_le F,honr Gac, il,e_s To B` Note: Re'roca Fwd C 1 Vk,11t; es As sn '_._,n _ Ex p - 10j R END OF F- 023 -1(15) VN�_��6 � PS.1-1• - �-- STA. EE 1011 + 22.0 CONSTRUCTION IDENT SIGN _ � = ---lb I ) Special - = .E 1010 MATCH LINE See This Sheet F INCLUDED IN THIS PROJE FL 329 +38.8 TO STA. FL r ; .T.E.E992 +17.9 - (4G.5' Lt) Ghaiv� LfI.K Q Felice. Type DO No. 1 -� _7 ! � m pv 2 -G H !nl n l F �Op o -�� QI �I `fir `Ni I 0 W ' I DR pO.T z +z I 1 C54.5' Rt 3 Chaff R^ ' n o' i I VEt Type No. Fer�ce. I 1 1 I I / I I SHEET NO.'32 - E E-990 BOO .,}1,• 1� ,�O- PO SS DR 44.7' Ahd PI. +S�a.I NG) W ` IITH BEGIN SR LINE N W i-0 S E y4 > Section .19 9 PRIMARY STATE HIGHWAYS NOS. 1 & 5 LONGACRES TO CEDAR RIVER BRIDGE IN RENTON KING COUNTY PLAN WASHINGTON STATE HIGHWAY COMMISSION DEPARTMENT OF HIGHWAYS OLYMPIA, WASHINGTON, E. A. COwELL. 0,.l n E. I- KfTCXAM G. D. U.NO [. E. M'RAl,. f ��°^ 1. M. SIAM. E1. •I' xf =-°•' A..R °�� °: Dec. 31, 1962 - ^u••.'• N14•'• SHEET 3O OF 54 SHEETS / jo _ 9 ! � m pv 2 -G H !nl n l F �Op o -�� QI �I `fir `Ni I 0 W ' I DR pO.T z +z I 1 C54.5' Rt 3 Chaff R^ ' n o' i I VEt Type No. Fer�ce. I 1 1 I I / I I SHEET NO.'32 - E E-990 BOO .,}1,• 1� ,�O- PO SS DR 44.7' Ahd PI. +S�a.I NG) W ` IITH BEGIN SR LINE N W i-0 S E y4 > Section .19 9 PRIMARY STATE HIGHWAYS NOS. 1 & 5 LONGACRES TO CEDAR RIVER BRIDGE IN RENTON KING COUNTY PLAN WASHINGTON STATE HIGHWAY COMMISSION DEPARTMENT OF HIGHWAYS OLYMPIA, WASHINGTON, E. A. COwELL. 0,.l n E. I- KfTCXAM G. D. U.NO [. E. M'RAl,. f ��°^ 1. M. SIAM. E1. •I' xf =-°•' A..R °�� °: Dec. 31, 1962 - ^u••.'• N14•'• SHEET 3O OF 54 SHEETS / jo _ 9 �I I _BEGIN BS LINE _ �� FED. AID PROJECT NO. SHEET NO. �\ p S STA. BS 2 tS7. O I -405- 3(158)155 31 OF 54 P.OT_ B.S. +85.1 = P. 1. BS °7+23.2 ` _2 - 80.0 D 305 000, 5 -7 0' ' A T 1 83.3' L 354.7' 23 UN 5U IT E �o MAT A L A 6?r 40 4 T Z 3 N. R -5 E. V\/. M. Segcin, s; I A A) -;1 Q / 0 O 11ti ks 9xs�9 32, Q, - � 4 NE / Sao" REGION NO. STATE FED. AID PROJECT NO. SHEET NO. s WASH. I -405- 3(158)155 31 OF 54 80" 2R 7, P.I. 195 +7rc.0 i _ 1 ectior 19 DED IN THIS PROJECT A NOT INCLU_ 212r10.03 0• // - - 3( I D 0-30, '� 209 t ° 5.02 TO STA. $ / u _ o R I 1 420.0' T 5 4 7. 1' L 10 q 3 -Z' S O.0 I;lFi. Sp O.T. g -_ 7!/ S I�: �_ 21 hottuck Sltl A2�A 2 j �� %I �U /, /i S� r Lot t il, Ex. i0 / Stroh Vq,J4 0 SC 20 5 C peto�c Se NEr4 0 31 *5 PI. 30 +97.5 ctioh 19 1¢ i Pp7 a % lii / W __ A 22'00' - - I_ pO.T S O * \ ! PP 0x.3 PT cj It 0/ _- - R z 3 =40, 56.0 R 1 573.0` Y ° D P o D 6 Q r / i-t P.T 32 +34.6 - -- . _ °O -_� 0 bnd to clear �3� f l'll -- __ _ q .t. pc 3z +�7.z T 9v5.o' T 142.9' L 280.0' / -- 395.9' S D.o2iF +. �I 5 -C Detour D 80 °24 7., �� +� �I E / Ey 9�' �, �O o / /. ,_ T� LIE k P; I•,c� (� P.I. 33 +52_.2 S N Z ` '� s 1 S c 4' +�; ., % /�,; i %,j/ / 1 .. O_.- -- - IJ 7- P �= N O. 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'!�`- (n Min 0.5 % I� ''M 0.05 0 \ �% ' ° ffiI f X -XX , „ -= r1C... , . -. -� -�f �_•-•_ - p c.1- i o ri o t O 71�z J z � l Ex.� � OI �� Gote - ° 1 �� r lip F�O��R 06x - � �pc, Ci 90' -I I % Rood._- roo 4 L s 13. o �� C hc.ir Lir. K E�r�c� T pe, t�l�o. ii � � � ��i�l.� 1 �`� ,17,x/ 1 n 2 1, 35 RI. EX.S C 40 +z�.7 -1 O So q r I °A ° s � T 43x. E x. S -C 4 O 70 ao I LL PI. BS 22+S-2 ++{ ;a -C 41- �- O.C.E -x S G AltlS- 3 < 9 °S2' . f �\ P 5 C 41 + 39.18 D � �2 °00' � � Ex. 5-C 41+,5(D I\ /<I - 25(05.0' 1• 1 1; 24'7•.3' 3 I �1 /2 L 493.3' f U')/), wH \ END S C LINE STA EX 5-C 42 00 rP V. ail I, o'_ P.T B S. 24 +q ail I 8.9 � U S I ve. END B5 LINE _ " STA. ES Z6t62..5 ON PRIMARY STATE HIGHWAYS NOS. i & 5 LONGACRES TO CEDAR RIVER BRIDGE IN RENTON KING COUNTY - PLAN WASHINGTON STATE HIGHWAY COMMISSION DEPARTMENT OF HIGHWAYS OLYMPIA, WASHINGTON E. a. towel. m.aa. F. 1. FEiCY.AM Syr. 4. O. SAMH E, 1. MIY,IISON y "�'� e J. M. 11,3, So. �f • /S•l .1„ = 1°O' ,safe: wuE: �• "-a`+ • APPxoveo: D¢C, 31E 1°J6Z SHEET 31 OF 54 SHEETS 10 -3 -9 - <ONiGq NUM�q v\ l/ -'