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HomeMy WebLinkAboutD-26902511 £ S { 1 a 3 f t £ £ 3 t £ { 4 i LI, 1 MR _..wwAAt AA& I \ •' . 0.00 000 d ACCESS RD B Sta 0 +00.00= I '%w 0"1, V iii I_N V I■ V I T. 23 N., R. 4 E., W.M. ACCESS RD A Sta 0 +00,00= ESB6-NB405 Sta 2011 +32.7 (117' LT) UZ 1NG�.a C1 " r POESta2 +81.29 le, 0 LINE 405. SB5_ » r E 10 '�.....3;%v� fir' N;r.r .fir � .✓'• .,,co �I \111\ •� � � ,- %% �' '" ..-. � �»" � ,.,,..» , ..,�° ALIGNMENT DATA NAME BEARING DISTANCE P.I. STATION DELTA RADIUS TANGENT LENGTH TOP OF POND C1 S66 052'06.5 "W 36.36' P. I. Sta0 +23.94 1601611 " 167.50' 23.94' 47.56' C2 P.I.Sta0 +82.39 120 035'38" 19.87' 34.82' 41.81' C3 N56 052'06.5 "W 9.58' P. 1. Sta 1 +20.82 35 058'02" 96.86' 31.44' 60.81' C4 P.1. Sta 1 +74.31 31021'06" 86.00' 24.13' 47.06' C5 S71 D 05'44.8 "W 77.56' P.1.Sta2 +45.13 146 °07'31" 14.59' 47.90' 37.20' C6 L4 N56 052'06.5 "W P.I.Sta2 +61.66 25 006'32" 122.24' 27.22' 53.57' C7 C4 P.I.Sta3 +12.21 17018'51 30.80' 24.20' 41.03' L1 N46 030'37.6 "E 8.11' 5.11' C8 P. I. Sta3 +52.41 43 04437" 38.00' 15.25' 29.01' ACCESS RD. A C9 P.1.Sta0 +12.72 13 026'03" 108.0' 12.72' 25.32' L2 N 14 °48'03 "W 3.12' C10 P. I . Sta0 +59.09 1 41055'1.711 80.011 30.6501 58.53' ACCESS RD. B L3 N 13° 16'26.4 "E 51.00' _T ALIGNMENT DATA NAME BEARING DISTANCE P.I. STATION DELTA RADIUS TANGENT LENGTH ACCESS ROAD A L1 S66 052'06.5 "W 36.36' C1 P.I.Sta0 +93.84 56 015'47.0" 107.50' 57.48' 105.56' L2 N56 052'06.5 "W 9.58' C2 P.I. Sta1 +79.58 52 002'08.8" 57.5 28.07' 52.22' L3 S71 D 05'44.8 "W 77.56' ACCESS ROAD B L4 N56 052'06.5 "W 29.08' C4 P.I.Sta0 +57.10 50 004'08.9" 60.00' 28.02' 52.43' L5 S73 003'44.6 'W 5.11' / Xy n Ar N5� 010 / ' ' ' U-7 �/E�61 ACCESS RD. B , w 5 .,ye lvw/ f 3 s ACCESS RD. B STA 000 / - ' ' �5. �� get. ,' POND �0 +23.94= ` N B405 -SR181 STA A 2 +37.17 , - ' l� CON STA 0 +079; (56.11' LT) , - ' R 25 421 ch X BATCH EXISTING- a '' y .,t / R 25 wa N j .._ n 5 /D 6 Ar �� \►- A-. POND FC G1.2 PLAN FILE NAME C: iWorkIProjectWiselBTJV0002 1dms022691BTJV0002_DE_DR 405- AB.dgn S Mo STQ J Washington state TIME 11:29:55 AM AS -BUILT 716110 MS REGION STATE FED.AID PROJ.NO. �`�' of wASy/ �'� INTERSTATE -M1 Department of Transportation NO. � .yc ■ DATE 8/1912010 Q NDC 115 -ACCESS ROAD EDIT 7/13109 MS '° �o WAS Corridor Program PLOTTED BY kxla ® NDC 111 -POND REV. TO AVOID EX. WATER 515109 MS ' DESIGNED BY E. ANDERS ®NDC 59 -ISSUE FOR CONSTRUCTION REVS 06109/08 MS JOB NUMBER �Q � � R k, DAVID EVAN8 ENTERED BY L. JOHNSON IFC 5122/08 MS � ® ® ANDA8SOCIATES ma. CHECKED BY J. TORRIE NDC 46 - REVISIONS io a� EN BiLFINGER BERGER ,. 415 - 118th Avenue SE �\ 05/05/08 MS CONTRACT NO. LOCATION NO. Q Bellevue Washington 98005 -3518 Civil Inc. Phone: 425.519.6500 PROD. ENGR. L. HODGSON ALISSILIED AT RISK 04101108 MS ® TRI- S'T'ATE CONSTRUCTION, INC. C-7296 -- DATE REGIONAL ADM. D. DYE REVISION DATE BY P.E. STAMP BOX P.E. STAMP BOX "> a ; a * zle I Arm r b � 1 ' ACCESS RD. Sfa0 +12 -72 t ,F i $ wvsv.- ..vim -w%ow %%a■v•vv ■wv %Ar.■.® ■ a-I I/ X-J \ Plot 4 1 -405 1 -5 TO SRI 69 DD9 1 -405 STAGE 1 -WIDENING SHEET 79 OF DRAINAGE DETAILS 392 SHEETS