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HomeMy WebLinkAboutTED4001507.17DRAWN (1 M. S. L. D. Curb Line Upper Noll Middle moll Lower Noll Edge of rro(l lInnAr Moo Middle IVo/l Exi s t Romp to Remain --- �I I (1 r) rl 3 Match Exist R Middle Noll or Roiling Type C r) Ike//s Ave . Al. 9+92.58 24 N. RIVERSIDE DR. N25versideOr.24+93.9� D N. 49041' 00" W B Limit of 21 Bridge Deck Ramp (Le✓e/ 21 Remove th�'s PI'Ie Coll Trans✓ersely) -� Landing C ryp.) others to Remain) / New 14"Dia. Pipe Piles f Cops (See Detail Sheet 21 ) m � Dj r, 04 C I .� =: Y=--.-= - -7- --------------------- IVeIIs Ave. Ivel/s Ave. - ----------------------- ----- 4 CEDAR RIVER TRAIL 5 N. 50013' 00" W !varies Mach Wells'Ave, 9+cD 2.40= Existing— I Cedor River Trail 4+g2.57 e4 I� March Exist: Q Nely Upper I✓oll and Railing Type C N New Upper ►✓ol/, Rolling Type C Upper Nall and + Match Pro File of New Middle wall 5 p + and Stoics. Roiling Type C a C Remove Exist. Lipper Noll and Roiling + � to From S to. 4 + O 7 to end) + Bridge Railing 0) Bridge Roiling �9 _ New Middle Noll RoilingType C For Romp, and Rollin Type c For Stoir m MMiddExist Stains Upper C Remove Exist Middle Noll, Roiling Bridge Abutment, Romp , and l Pile at- Bridge Abutment) � + Middle ✓ol/s, and Roiling YP p Remove Exi s 1'. Laver- i✓o// and %ol'/ O PLAN Rep/ace Lower Noll and Troil Bridge Piers not shown For Sections, See Sheet 2/ Existing Ro��ling � l"open Jointsbetween Middle Nolls tc; Remain RaiC lt'ng Type C and Barrier- Ponels "above slob on/y)-- Railing Type B (Typ.) Exist Roiling � TYPE ' to Remain rTrr n r r nl � rTrrr Tm Tn � TTf T f:m— � i r T riTT i mTr rrrr m r rrrr i� m r rrrrr rR rrr rrTr f rrr rT, r , , rT n 1 f� - VIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllliiiu IIIII[I+"" ............ _ ��t'�Illlllllllliilllllllllllllllllllllllllllllll 11ll Llll LLL1 i LLL11L I 1111111 Lu it Lu Lu w1 uu I Lll111 u ij r-m= 2-9-1 �4 — _-- �1 0 Sto. 3+25 To. iv- Ele v 2 7.22 J 30 Oar 5- O r ELEVATION For Roiling Type 8 V C Loyout and Detoils, See Sheet- 23 30, O" Lq v I I � 0 ,i 'N IE if) 0 I; *m v _ M � Div ol�j �'W �IW u- Q_ I" Premo/ded Joint - Filler around Bridge 5 O'er 22 , 6" _L5 O_ Ln N (Ij +m � SIC) 0 Sto.4+57.5 G T.O.N. E/ev 36.68 N m Sto.4+�7.5� TOW Iv. E/ev 30.175 Const: Joint between Exist. and New Noll CTyp.) Bridge and Wells Ave. 4) I Sta. 5+/7.6 412 T.O. IV. Ele v. 3 0. 65 100 IU j �� I Sta. 4+Co7.5 r - - - 7- --� -- - - TOW EleV 33.38 Sta. 4+93.47 / �! T. o.IV. Elev 33.36 CT 41 ¢Fil Pro e J Romp cTyp.) 10 Lower Noll v� i Ste. 5*14.448 T.O.N. E/e v 3 2.94 u� Exist Romp /! Exist Trail 0 p ExisT. Trail to be Removed -� t-o Remain v) �W to be Removed--, ___--- +a32% ¢ Pro File Trail 3+00 4+00 5+00 PROFILE Bridge Section shown of Foce of Lower lVo/l REGION STATE FED. AID PROJ. NO. SHEET TOTAL NO. NO. SHEETS HIGHWAY DIVISION �. Washin ton State I� �. n r\ p, + m 4) _v oCL W i W 'j 0 0 \ ¢ ProFl*le S to/'rs \ Exist Stairs to Remain Borrie r- on It/oll s I ov o Lo WLo s.T V�-8s 10 WASH BRM -1157 (1)��LL g CITY OF RENTON P. CHECKED Pl�.T PROJ. ENGR. DIST. ADM.. DOT FORM 221-011 Revised 9/82 "J Lo bu pDv� WN A JOB NUMBER �, ��14 t •/ Department of Transportation WELLS AVE. BRIDGE REPLACEMENT 86 W n02 CONTRACT 2 Feb. 28) i58G ENGINEERINC. TRAIL RAMP MODIFICATION _ APPROVED CO S, DATE REVISION BY APP D �� BELLEVUE, WA EVERETT, WA, PLAN AND ELEVATION C©(�-lSblI SCANNED OCT 2 7 Z006 34 32 26 24 SHEET 20 OF 35 SHEETS