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HomeMy WebLinkAboutR-381212N �yT� W CM i 0 i 0 Lu 10+00.00 POB = I I SB405-1193`67.39 \ (112.08' L -x- - SEC.19 T.23N. R.5E. W.M. SB405 1196+93.45 (82.23'LT) i-S13 10+00.00 POB = SB405-NB 13+31.24 PT/POE _ i 1194+46.82, 37.66' LT SB405-SB 12+69.58, 12.00' LT SB405 1201+64.66 SB405-NB 10+87.00 P I i 1 1 I I (69. 9' LT) _ / SB405 119T+54.71 SIB405 1201+6 .70 SB405-573 19+0 PC I �r I (73.00' LT) / /- _ (65^19�LT) -se4os-se i'z+3s34T �l� ' --`--, _�-I SB4 5 1201-152.76 (69.09' LT) 405 1201+52.79 SB405-NB 12+09.19 PI ,C 1 SB405 1197 50.9 PT (6 10' LT) ---- - --- SB405 1196+10.44 /--- SB405 1201+21.51 - .07 �-(68.90' LT) P.I. STATION DELTA RADIUS TANGENT I LENGTH S DESIGN SPEED N167-N 28+35.15 02°33'58" LT 4028.00' 90.22' 180.41' 2% 45 MPH N167-N 30+14.81 01°29'40" RT 6860.00' 89.47' 178.94' NC 45 MPH NBCD 18+05.19 10°42'07" LT 2120.00' 198.57' 395.98' 4% 45 MPH NBCD 21+21.73 01°21'47" RT 10015.04' 119.12' 238.24' NC 50 MPH NB405 1195+21.30 09°16'40" LT 3470.00' 281.56' 561.89' 4% 60 MPH SB405 1194+60.29 04°40'23" LT 7130.00' 290.93' 518.54' 2%(EXIST) 60 MPH .�2 SB405-SB 11+18.32 02°57'34" LT 4260.00' 110.04' 220.03' 2% 35 MPH SB405-NB 12+09.19 04°39'53" LT 3000.00' 122.19' 244.24' 2%(EXIST) 35 MPH SHAT 2+74.86 13°56'32" LT 50.00' 6.11' 12.17' NA NA 14ST 11+32.05 13°34'22" RT 156.00' 18.56' 36.96' 2% NA 5 TO SB S SB40S iT9't+T,9.36=PC- =_,=,_____ ---- B405-SB �5 N 81°19'01" E c--I W_ Z SB405 LINE ----- --- ------ "- 2 ' ------ SB 1-405 -"_" -- SB405-SB 17+T$32PI=-- --_____ -�'200N L 9,8 5°5925" E=__ ---- .�__�_�-_ __.-_ =_-_ _ _ - - 81°19'02.: E ----- --- _--------- ----- rn Lu rn -------- - _ NB405'1192+39.74 P ---------- - -------- -------------- ---- DO- 35a+eo ee ROB _ _ - ------------CD o _ - - - ----- ____D -F 46+78.16 S- 89-35.18, BC-F o3+0089 21.00 L� 53.----------0G-C A CD -- uoi ti E - o -- - - - ---- --- - rn �R167 TO N_ B I-40 DC-F LINE ---------------------- - --- E -- ---------------- - ----------N ------ PI - - - - - - - - - - - DO-F 53+00.00 POE - DC-D INE- + Ln n - - - - -- - 1 N8405_ 1i9fl+_01.63 PT N 81 °08'02" E o o----------- z _ -_-- ------- 89°31'38s co ---� NB SR1 ---- - ----�---- -------`-- ---�`-----------------------I--------N-84°08'02"-E--1 - -- - - _ - -- 0 � - - - - - � 67 TO NB 1-405-------------- rn u NBCD 6.63.P m Z - ----) - - - --R167-N LINE 25 N 79°46'15' E NiN767-N 30+14.81 PI -==-====- =-== =_ _____= N 82 12'20" E NBCD 20+02.61 PRC _ _Q c------------- -_ _---- - - -=- -� - --- - , .. - __ N167-N 24+88.37 PT ------------------------------ NBCD- `•` N767-N 28+35.15 PI -- - r N ' 1�167-N 33+y8.46� PC 14ST 11+32.05 PI / - - - - - - - N167-N 31+04.'28 'PT - - - N6405 1200+75.05 N76T;N 27+44.93-----------------N167-N.29+25.34 PRC ---- \- 1 1 - - - (167.87"RT) NB405 1190+66.92 i%'%'' i48T 1 +91.88 AP 14ST 70.42 = - IT 2+01 3 POE -" DAV 1+ 5.34- Ok_-- _ (332.7T RT) 14ST,11+50.44-PY � - _ - - -=x = _ 14S +62. AP 14ST 11+13.48 PC ` \ 14ST 15+32.82 AP __- _ NBCD 22+40.84 PTIPbE' = \ ✓ `i4ST :9 ;88.56 - NB405 1198+31.9412 ' RT "" SH #82.68-,POE - ' NB405 1198+21.61 \ x NB405 1197+ (204.16RT) 22' RT) W' 7 82°43' N 79°2 24" - I �01549 NB405 1194+27.37 Q 24024' RT) + 2.87 - _ NB40 1198+48.23 NB4 + 6.4/ 7 (260.24' RT) dfO �, t ( r (200.14' RT) (17 53' RT) i / NB405 1195+9Z'05 l ' : // _ NB 45 f198- 1..03 1200 8.6 1 N6405 1 4+26.90 -11 (247.01' RT) 8 B4b5 1192+20.63 j 405 1197 - 215 TEMPO (, 99;99' RT) (267.82' RT) - -x-x NB405 1195+90.4',I f .91' RT) I; NB405 1192+15.05 Q' (262.54'RT)-__ _ 6405 19i (290.93' RT) V h' N 40 11195+06.64'' _ - 405 NB405 1191+93.87 �; ( 09q RT) (295.26' RT) Q - - p N 405Y 1195+04.92 �. NB405 1191+15.59 NB405 1191+49.57 (2 4.3 'RT) (365.93' RT) (316.06' RT) J d N 01°04'44" E 01° 7" E 14ST 9+92.44 POB = TEMPORARY NB405 1190+64.33, 345.03'RT DAM 1+00.00 POB = CONSTRUCTION SHAT'0+9895 N 173399.33 NB405 1195+00.31, 299.00' RT EASEMENT NR405 1197+73.35, 395.25' RT E 1298516.47 N 173452.70 N 173389.22 E 1298975.04 E 1299283.88 FILE NAME c:kpwworkingknai\schmidalkd0321992IC8811_PS_AL11.dgn TIME 3:32:17 PM REGION'STATE FED.AID PROJ.NO. DATE 4/4/2017 10 WAS PLOTTED BY schmidal REV 2 -RFC RF10011 04/04/17 DESIGNED BY A. SCHMIDTMAN REV 1 - RFC RF10004 02117/17 JOB NUMBER ENTERED BY A. KIRDAHY REV 0 - RELEASED FOR CONSTRUCTION 12113/16 CHECKED BY P. CROWLEY REV B -FINAL REVIEW 11/15/16 CONTRACT NO. LOCATION NO. PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 10/10/16 C8811 REGIONAL ADM. L. ENG REVISION DATE BY + f t , ' h EASEN / W 18+06.8 MP 841 ��' NB405 121 (167.49' Rl ++80.91 P NB405 1200 SHAT 2 .86 PI -- (210.62' RT) / S +68. PC p N 03°23' 6" E WHIT 0+99.94 NB4051200+1 / SHAT 2+18.69 AP TEMPORARY N 173549.63 4 CONSTRUCTION E 1299552.68 EASEMENT DATE P.E. STAMP BOX GENERAL NOTES: 1. RIGHT-OF-WAY CALLOUTS ARE FOR CONTRACT INFORMATION ONLY. SEE APPROVED RIGHT-OF-WAY PLANS FOR EXACT LOCATION. 2. SEE SITE PREPARATION PLANS FOR CUT AND FILL LINES. 3. ANY MONUMENT OR CORNER DISTURBED BY THE DESIGN BUILDER'S OPERATION SHALL BE REPLACED AT NO COST TO THE CONTRACTING AGENCY. llT�i to 9A� tisa 4tpe/ c� �0 AS -JILT CONSTRUCTION 62 278.05' RT 0 50 100 SCALE IN FEET AdElk MP Washington State Department of Transportation PLAN REF NO 1-405 / SR 167 INTERCHANGE AL11 DIRECT CONNECTOR SHEET 79 OF 88 ALIGNMENT PLAN SHEETS