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HomeMy WebLinkAboutR-381213SEC.19 T.23N. R.5E. W.M. CURVE DATA P.I. STATION DELTA RADIUS ITANGENT LENGTH S DESIGN SPEED \ J \ ' \ N167-N 37+93.88 15°47'51" LT 2994.24' 415.42' 825.56' 3% 45 MPH SB405 1207+94.52 o / .� SB405 1210+32.22 N167-N 44+43.97 13°51'34" LT 1974.24' 239.95' 477.55' 5/0 50 MPH (345.61'LT) ^ \\ \(�9,5.37'LT) / NB405 1207+38.92 22°45'12" LT 2727.00' 548.71' 1082.95' 5% 60 MPH SB405 % 1212+19.91 / o DC-D 158+69.24 12°12'39" LT 1830.00' 195.75' 390.01' S/o 50 MPH - (2Y1.29'LT) SB405 1209+42.4 �� 1 515-N 51+09.02 38°04'21" LT 155.00' 53.48' 103.0 ' 45%EXIS 25 MPH �� a� - (306. 1'LT� �� • % --SB 207+72' % SB405 1209+43.23 24°27'23" LT 1876.70' 406.72' 801.06' 5% EXIST 60 MPH 28` � • / T-� \ -.� 1 7. - / SB405-SB 24+75.81 24'24'14" LT 1830.00' 395.72' 779.45' 5% 45 MPH DC 257+31.32 07°08'19" LT 3253.53' 202.94' 405.36' 5% 50 MPH 14ST 24+69.74 14°29'W' LT 960.00' 122.08' 242.85' 2% NA /SB405 1205+49).99 SB405 4205+59.28 / ' �C (73.43'LT) / (126.8 LT) r ;1 SB405 1211+46.83 j GENERAL NOTES: ��_ SB4 5-s6 20+sae �� �` (286.10'L,, oo ' SB4 5 1205+41.45-;`� , p �� 1. RIGHT-OF-WAY CALLOUTS ARE FOR CONTRACT INFORMATION (73/24' LT) SB405 1202+77.04 LOCATION. s� ONLY. SEE APPROVED RIGHT-OF-WAY PLANS FOR EXACT 0.1TLT) ���` -/ i' SB405 1205+31.49 / �"� k\ !rv��r„ _.� 73. l' L / / Fes•' / / V7 �_ T 4Cq-�"'y - 2. SEE SITE PREPARATION PLANS FOR CUT AND FILL LINES. B4 y205+21.71 �F b SB405 1205+36.51 PC -- 72.79' LT �- / SB405 1207+21.11 / SB405 1208+92.68 J �@405 1204+02.98 ( ) -) / / / k �� b 3. ANY MONUMENT OR CORNER DISTURBED BY THE DESIGN (205.44' LT) / / (249.75' LT) ~ ; k . �/ aby / - BUILDER'S OPERATION SHALL BE REPLACED AT NO COST 71 2S LT)_ _ 4 1` TO THE CONTRACTING AGENCY. LIJi s - - t'� SB405-SB 24+75.81 PI SB405 1206+28.70 'LT) SB405 1209+43.23 PI z (159.37-. 1``\ SB405 1207+32.98, 11.50' RT _ MP 2.79 ➢ x=:....w 0 -x- x-x S6405-SB 27+10.91 o �4a�/• `"` E -X x _k' - _= - -. - ---- E515 22+97.10 k ; ��" ! c� -x- -x- -x- -x- _x_ ---- yam. --x- -x- MP 2.78 / Z r N -�5 SB405 1211+48 9 = E515 22+49.36- m ------- �--N- -6- -°5-5- -- ---------- - -=--- i-+_---- -/- -6 -6 -Y -r4+1r6i1-_-+ZR- • oN o = o RVj U T' �o173NBPI/-4-- --- ---- �O1j�fJ 4C09-�'----- m - 'AY , ` _ _ 7N EID flC-Dififl+63.5 NB401201+90.21 PC ._NB4 + ---- m tj NB405 1202+94.90 14ST 13+11/60 (166.19'RT) MOR 5+ .72 POE N 65°2011"'E - ___- ` DC-D 156+73.50 PC x x- k NB405 1203+51.98 N .�; 14 (170.22' RT) 80°f0.1T„ E ,/A,WE N167-N 37+93.88 PI Q NB405 1207+38.92 PI N167-N 42+04.02 PCC I MP yc�� �y NB405 1205+38.50 C" ' NB405 1205+76.93 A��iryr N 67-N842+79.90.="31°�,\`�5 (199.83' RT) \� (202.35' RT) o`a\ Y! E515 21+39.36- lam" B4 „1202+SG`35= _ / ' j 47??•.� �� d R/W1"- / NB405 1207+75.89 (217.99' RT) TEMPORARY 515-N t;0+46.29 POB = CONSTRUCTION NB405 1205+30.08 NB405 .05, 184.85' RT EASEMENT NB405 1203+45.53 (229'26 RT) N 75°46'16" E (199.43' RT) 515-N 50+55.53 PC MORR 4+00.00 POB = 515-N 51+09.02 PI NB405 1202+98.48, 283.43' RT 14ST 24+69.74 PI 515-N 51+58.53 PT N 00°00'00" E 14ST 23+47.66 PC WAS-13UILT 0 50 100 14ST 25+90.52 PT = SCALE IN FEET 14ST 23+36.69 AP NB405 1205+73.95, 212.21' RT R-3 121 FILE NAME c:Xpwworkingknai\schmidalkd03219921CB811_PS AL12.dgn SCH TIME 4:02:28 PM REGION'STATE FED.AID PROJ.NO.�aSM/p� _ DATE 5/15/2017 10 WAS �h�F y �O PLAN REF NO PLOTTED BY schmidal J � y ./, I-405 / SR 167 INTERCHANGE AL12 DIRECT CONNECTOR DESIGNED BY A. SCHMIDTMAN REV 1 - RFC RF10033 05/15/17 JOB NUMBER ENTERED By A. K47 IRDAHY REV 0 - RELEASED FOR CONSTRUCTION 12/13/16 Washington State SHEET FS TERF' t;�`Department of Transportation o0 CONTRACT NO. LOCATION NO. CHECKED BY P. CROWLEY REV B -FINAL REVIEW 11/15/16 ONAL E� PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 10/10/16 C8811 / / ALIGNMENT PLAN 887 REGIONAL ADM. L. ENG REVISION DATE BY P.E. STAMP BOX ATE P.E. STAMP BOX DATE SHEETS