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NB167 377+09.64 AP--- � X X D'"-30+40_.1.1 P u~ai NB167 313+40.00 POB 1 1; ( I _ �LGi,�Lu NB167 341+43.64 PC N167 -N 10+03.00 PC � I Jr I ; I DC -B 29+50.00 POE --- �� rn _ f I ---J I E a -1 V I n I nl 1 I I n � 1 1 I I X rL 1 I a I 1 I I I 1 T 1 U J O 1 I 1 I ( a I LEGEND: --- 1 - - -- - C EXISTING ALIGNMENT ' I\ I _ _ 1 " - a CONSTRUCTION ALIGNMENT I I m----------- ------------------ NOTE: -------- - - - - - IMPACT AREA LINE ' I 525 --- ------ 86 ---- ----- NOTE: ZI I SECTION LINE _- - -------- Y --- -- FOR CURVE DATA SEE SHEET T2 - - - - - - - - - - - - - CITY/COUNTY RIGHT OF WAY I I Y - '~ 1 - - - - - - - - - - HIGHWAY RIGHT OF WAY n n - - - - - - - - - - - - - EASEMENT FILE NAME c:lcaddIIbl wlaza r p ppe _ p ms pr _a gn o TIME 8:37:33 AM REGION STATE FED.AID PROJ.NO. n_ I .# iu I vr&L- n NOT FOR CONSTRUCTION RIGHT OF WAY 0 50 100 14 SCALE IN FEET �mm a a U u n V n V \\ \lo``Y,, i l' T.23N. R.5E. W.M. I'', SECTION 19 _ y > // �`` cj v, --- - /,' \ B GIN I-405 CONSTRUCTION / v v E405 1186+58.96 -405 M.P. 2, i 85+95.32 4 ,/ / \ \ L.,W / / \ .��\ `\ rJ 41 �, - � � � � o\�e\` - -'sem \\ \\ -- y'\\ \\ --_ _ -- �� �-� / / , ' y'y - % / \' ��- - \, ',,- / / , "b, �I •� ,I_-- _ - �\ / \ " ' �` j it /' �,� '�i• \ / \`, =\ \ \ \ y \ \ \ \ ` \ ` ` -____ _ l \ i r �Q /. \jO \ ;\ \ \ \ \ \ \ 22 \kF� _ / 4QS� Y �� NB405 1185+95.32 POB / \ J{ r 0+00.00 POB , L \ \ \ \ HB off. / J -------------- 186+65.32 - - - - - 186+65.32 PI ---------- 0 J \} ��- i SB _ 1-4p ------------ -N16710+61.75 14. RT) \ \ \ g' 67 _ _ \ � ,\ �-��MP\ _ \ NBCD 12+14.29 PC \ �O • ' NBCD .06 PC 1 P may` \ _ \ \ e \ / �T> `_, J 0j4 j \ \ E405 1190+05.89 PC �` }� SB167 252+15.60 POE \ 8 S \ \ \S\ \,e a / / --_ ;� / \ \`' END '167 CONSTRUCTION 23 \\ -__ ; \\\ \'� ��\\ / 3 / E167 0999+42.74 i �y /•>,,;,, ,,>,� �� o \�� \\ / ' N 351+99.64 �OE 405" PI - �' SR M.P. 26.26 � - CD 10+00.00 POB \ a _ _ \ \ \ \ \ y \ �)j 195+56.37 PI / c / SB16 1252+15 60 20 00 RT - / / o \ T _ \ _ \\ �. v r b ' \ ` !L%P \ \ \ \ \ _ / / E405 / 01 20.75 18.97' LT / \ `> E405 1 \ \ o., o \ \\ _40\\ \`�;, i - \ \ \\ \\ \ ?� YP� - `o; / / / 4 + N '�6 351+99.64 19.00 LT ,, �' ��'s o \ _NBA 9s+ \\ o --�� a \ ; 251+20 0` PT = II N -N167 10+-41 75.84 PI \\ \ `_OxQQ \ -cam' \ \ \ \ \\ \ �a J l / ONFR / y b -N167 17+94.99 PT = NB405 1193+67 9 \ \ \ 67 ' 20+70.00 POE / ,' / NB167 350+99.17 (44.88' RT) \ \ 3+50.00 POB N'&;49277E E P / F 0.00 POE N -N167 11+48.57 \ `. /;' :�} -D C X53+ (20.00' LT) Ahd N 50038'13" E y - 1�c,_ - \ E405 12 .00 PT 1 *A'6'4 8" E ' I ' o- ' _, \, \ '�" \ OC -F 47+86`59 PT - �� \ \ \\ \ \ DC -D 53+50;0 0' RT) Ahd ` _/ DC -D SS+37.52 PCC /N -N167 17+33.62 PI NBCD 14+20.65 12p3+56.13 PC 81° - \ \ i DC -D 5 06.23 PC N6167 349+ 7 98 a ` /' / N167 -N 20+52.52 PI 4g. _ , ; ; ��� \'`, Q % / O / 8go _ Zi - 9 (_ /seaos 1207+15.72 PI 1j , --45+0 s MP �Baos 2sal a \ !� \ s Jd� + / H \ E 49 • _ N 57°54'02" E \- --- ;/ b / I / F _ _ \ �� DC -C 594.W -POB lr (, J \ \ \ \/ /� a ,� %k 167 18 33:33 --PT- / / N 75°09_Y0 % ° - - A -\_/' � -; '- ' ; �e, �� _ '-_--_�� �E4g6��---_-� Awa'- -- ---' � / / DC -D 61+22.49 NBCD 17+42.55 PC � � . / \ \ \ \DL -C 5 +47!46 PC / , - - = 7N 71°5T37" , ` y 5 ` / �` i -__SB - = D 57+72.19 PI / PCC - -_-_-- - - - -� - O�QQ5' --40S _ Ot75.55 _ / ---- -= S6167 249+30.91 PI " ,/ / � N167 -N LINE a� �� --__ --__ _ R 8 3 --_ �� �---_-- -_ ��_ �� --- _ / NB405 1208+28.69 PI _ X20+2 3" _ _ 20+00 SCF LIN _-�� N 81°18'09' �� �c ___ `�� =.•..M - , \ - Z /M _ --- -- - ` - -405 �2 �_ -- - \ _, �� µlb - A - - b - �� -- / - - - \+ �;.: - �Y N96'1 -N 25 5.89�PCC � == ��� - 167 247+41.58 PRC + / / / -- = - --_Ln \\ Y 00 � � % / � [3 N167'1.13 PI - -------- ---_ _-- 1V6405 199+22.75 - --- '- � - _-_ �_ '- \ - 2957-( 2.0 Rw - - ¢ \ l N $167 16+34.06 PI �Q+��- - - 833 - _ - - W lil goo =. r _ �� - M �Y N167 -N -28+95.82 Pi- _ _ 5°15'49" E x _ _ Op i - - OGC- {(y _ _ > 1 �E - _ E - - o __ 60+pU w NB167 347+64.17 PC 6 /T 1 XIX- - .• �o r W "- \14A I r , `t_ _ �� -.7¢ -- r< ---- o _ - / 1+2333 a+ '14MA 17 / 2.6 PI N 72° - - - o 'f b0004E C_'12" -- -__ ___====�0±00=== `� E 14 1 $$ -Aix: , 4MA 17+90.30 PT { �� _ ' - - 205+QQ - - - - - - - - - -- --_ - Ln / / / // _ \ �1%�� 14MA 13+83.36 AP �� �� '� -� .G! �1: 35+00 S 43°41'31" E k1 �4 . AP ---_ ----__ - _ Z \(11 , Sg• / 1 -------- N 72°48'1 ' '- ---'- 59° ¢ - ---- -- iw7 1- ' .l, I /.� '' � / -�' J% • , DAV 10+65.55 'PO ' =x=--- / -. .tlG�iy 167 N 3+57.84 PC =x m 14MA 14+61.95 (0.00' 1r - N167 -N LINE - N167 -N 41+47.57 PI / ' / -_,,, __, �--- / / e � ', I ,'ql •, I=. / :'/ /n, // � v _---_ ,� - / / __ .r! 14ST 17+01.65 PI �h � -- '*--- _ W 14ST 11 0.89 �RI :Gi' _ N767 -N ,39+93.3x PCC Z :DAV 10+00.00 POB �- iw - ij y kN 40°05'03" E �N' 65°18'38" E J - - - - N 2 7 , 7° -Ft 14MA-2' 3+09.40 PI 62°15'51" E -- �✓' N167 -N 36+78.02 PI S n I N 64°3Z'43" E }� CF OFF q��--- d , i X11 X / T V � MMA 16+14.58 F3 � :. �-' -' � (l/ �Ci•6r � NT /C FY + �/ (s+' W . ;_ j ,' 1 - 14ST 1+96.54 a ` _ DC -C 59+34.55 PI ¢ F F a / I 'V \ N 80°10'06" E f '.0 ' R OhgSF ? • / T I �► / / / �x0 //l�� Q `4 ;r, :q kf ,' %';-;:, .� ///,, 1 L'.V = /% 14MA i 5.00 SB167 244+76.72 PI I I l l /Z / U' �� `\\ _ i k Q 1\ k ` ��', l.Gi / Q}" 14ST 9+ .37 0.00'' % : � , i,- WHIT 1 / ��k`q�e 4ST 11+59.86 C© `� / 14ST 1 +49170 PC .0 T•.,`. \ \ '�/<GiL16405 %205+19.02 PCC 14MA-2 24+36.41 PT 14ST'1 F.-_ ututs�y ' l / / / lY • / `- J ? / + ,NB167 345+11.46 P / O WS167 1 +02.63 P / / / ; / `\ �\ � s _' / /i IT .POB k / / / / / l / l l / l 1 , ' / / Ili/ / o '\- / - �` ''' - =,I - �' l ' }\ �•Y '_ \ //Y 1 1 -2 2 + POB = / 14MA-2 23+85.86 PI / 1ST 92.14 0. ' RT It 14MA-2 23+35.23 PC N167 -N 14+58.38 P 14MA-2 23+19.43 PT 14MA-2 22+98.44 PC k y / X k k - --- '�-\\ ~-_ ./�'``,`�': •_ -3�O`� ' y / / \� 1\�-z ,��J ��' '---- l �� \kms \ � ///,/ �I y y n' / / J % V� / - \ l / _ . \ �, ; 7 v \ ti , O f 14ST 17+18.57 PT Ci / 7 k VV w - Y k Q; �X / LEGEND: H c�H / y NB167 343+27.59 ,PI k / k tFAII / y \ k r/ EXISTING ALIGNMENT 3x \ ' F/ y C.) / / k / k�� 7w � / Op SFF / / Xti \ -? / w 1;: /�: v A' `l '" O Vy CONSTRUCTION ALIGNMENT Sh'F / ( -�- / ,' Yz �A=_ � / �'' wy %�k ,' l / l X;' �` • l Xl / / ; � l,� �i � -•--•-----•-----.-. IRADArT APPA i lKIP / k _ / �� \\ -<, -� ,• k k -X- -XI ❑- ;k / _ .\�}Y` Gj NOTE: FOR CURVE DATA SEE SHEET T2 0 50 100 SCALE IN FEET a a U u T.23N. R.5E. W.M. If 6 / // / •� � \ \� �� 1�' PSE �. / � / 9 ✓ � �\, rN ♦. \ � % PAP � /I i � / � ♦ S PJB \���•> . ..'eye �� ���/ Q r S8405 124 2,57' lop \\ / , / / ,/ `♦ GRAD== \ �\ \•END 1-405 CONSTRUCTION 1-405 M.P. 3.28 i a i' ;I� /'- NB405 1 +08.00 \ � � ` -- \� \,� ��� 3pxp0 / ,• /' Alhdhr-f 91+4 PC \\\\ � \ \`� //' _.Ai ��1'r / //moi / ` �` /:' / �,� ' y�� � ; j •/ ..1/j �fi�,' o oo C -C 62+17.93 405 1209+61. (1 3 'L SAM'S C LUB ♦ Q� SB405 1210+ y -D,6 +05.50 SB40 1230+65.30 PT _ i g 64+82.13 POE __ 'n�'nr7JTi77Tl ?71Ti77Tl?!JT /Tll1l�� "F /771T/771T/771T/77T1/77JT /77TT 1T ./' r Pl! 12+99.27_ j12. 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SB405 1217+ .61 PI------------- ------------- -- ---- ------ -� o (°I �• 22 / \--- N, NB405 1230+98.46 PT ♦ �' j / 9-N 50A 0(i� _ _---------- 15 E515 19+ 6.67 0 'L r - 5`lV L/AI------- -- %- -- -- -- e. `♦ E - N�7°4120"F� --- - - --- ------ - - y. - ly s' -,15-N 50+51.92 PC - ', _- _ ------------------ '------------------------- __ 515-N 1+08.27 PI ' +Q .//, --'_- _-__------- ----220+0- o - -------------------- -------------- --------------------$B-40� __-------------- -- ',�, o ���IJ1 ♦ -�� „�`�' 51+60.02 PT �' 2g� ----7777 ----------- - - ----------- -- -- - ii�- r� 515-N 54+42.12 PI N 50°47'40" E ---/19P oQ------------------- ' J% �/ NB405 121.3 �0 25'04.. _ -- - �0\.1 \ / i --- - B405 1227+56.40 PI �- -- --------- - - ---- --------- ------- ----- 515-N 56+27.39 PI _ - 31 �- \ \ / 0 5 +33.21 PRC ° -- \ - ---- - T _ w - ------- 515-N -- y / N B N - --� >------ <`------------- 4 � _ 5 UG NB4051224+07. PCC i % \ • E ' \ - 515-N 57+21.43 PCC %v 515-N 58+38.13 PI NB405 1216+30. 21" EJ 515-N 59+54.55 PCCN 38°40' 1f{%! 8 --- _ _ 515-N 6012.55 PI / ry�'' r N 31°10'52 E NB405 1 2.28 PI .-___- 515-N 61+70.25 POE NB4 1220+65.63 (58.67 RT) \ NB405 1220+96.35 PCC LEGEND: NOTE: FOR CURVE DATA SEE SHEET T2 FILE NAME c:lcaddIIblpwlazappe135096_ 405ph21dms022311167prl00_a105.dgn TIME 10:31:59 AM RNIOON STATE FED.AID PROJ.NO. DATE 11/25/2015 10 WASH I-405 / SR 167 INTERCHANGE PLOTTED BY azappe DESIGNED BY A. ZAPPE JOB NUMBER ect TeamDIRECT CONNECTOR ENTERED BY R.GREENLEE 0 50 100 CHECKED BY C. BARNETT CONTRACT NO. LOCATION No. �-,hi.g;of'T'r°nspoH° inn GATE SCALE IN FEET PROJ. ENGR. R. FENTON ALIGNMENT PLAN REGIONAL ADM. L. ENG REVISION DATE BY P.E. STAMP Box PE STAMP BOX DATE AL5 SHEET OF SHEETS O EXISTING ALIGNMENT Q• a m CONSTRUCTION ALIGNMENT 6 -•--•--•--•--•--•-• IMPACT AREA LINE - - SECTION LINE - - - - - - - - - - - - - CITY/COUNTY RIGHT OF WAY r+ n - - - - - - - - - - HIGHWAY RIGHT OF WAY -- - - - - - - - - - -- EASEMENT n AD COPY RIGHT OF WAY AND LIMITED ACCESS 15% CONCEPTUAL DESIGN """""""""""" LIMITED ACCESS ;, NOT FOR CONSTRUCTION V RIGHT OF WAY NOTE: FOR CURVE DATA SEE SHEET T2 FILE NAME c:lcaddIIblpwlazappe135096_ 405ph21dms022311167prl00_a105.dgn TIME 10:31:59 AM RNIOON STATE FED.AID PROJ.NO. DATE 11/25/2015 10 WASH I-405 / SR 167 INTERCHANGE PLOTTED BY azappe DESIGNED BY A. ZAPPE JOB NUMBER ect TeamDIRECT CONNECTOR ENTERED BY R.GREENLEE 0 50 100 CHECKED BY C. BARNETT CONTRACT NO. LOCATION No. �-,hi.g;of'T'r°nspoH° inn GATE SCALE IN FEET PROJ. ENGR. R. FENTON ALIGNMENT PLAN REGIONAL ADM. L. ENG REVISION DATE BY P.E. STAMP Box PE STAMP BOX DATE AL5 SHEET OF SHEETS T.23N. R.5E. W.M. SECTION 17 -- - cef)AR RIVER ° 1PARK SB405 124 75.0 P ,' '' / p y \ - ----- \. \ pPR P ,\-. D I �I i, �>� ,t:•-'�., � �.\�_\ � � \ \\ -' \\ '�, 1 1 P� � M,; 1ii \ \° - _ �, NB4 1248+71.58 P PARK LIBERTY q •g,�j� °�` - ;`a \\ ,, _-' � 11 �� \- -`;` - _ '<, '°w I // I I ,'�% 1 1 I \ \ --- --- °•�_ ��.�'`\�' �\.L---1 _-- � 1 mj -' ✓ o—'a \ \ ` i, a� 4 ✓' I a----------- -- � \ ysf�l' ,� �f ��?�jOvy Fhl \---li ! ---_ _'-- �\ e z" "';, I W ' .1 _• a '_ -. ___---"" _ =- s� --='-,r-'� � ;:F-:==- °� r��' SB405 1254+1$.86 PT \ \ \ z �- -I- - - J+ — - _ �+ \ I O '1 1 I r 4250+00-- 'L 1 1 y �► r --- y �T T. 1• • -r qtr 4�---- ---- FOR CURVE DATA SEE SHEET T2 1 � I 1 1 1 /1 IT RENTON CO 0 CENTER / \CENTER CAR / 1 1 \ 1 1 1 1 1 1 /1 1 1 \ / 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 \ 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I \ 11 1 1 1 1 1 1 1 1 1 1 1 � 1 1 1 \ 1 / 1 1 1 1 1 1 I 1 I 1 / 1 \ 1 I 1 1 / 1 1 1 1 1 1 1 1 1 1 1 1 1 1 / 1 1 1 1 1 I / 1 1 1 1 1 1 / 1 0 50 100 SCALE IN FEET 8/41/,SR CCOUO 1NN