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HomeMy WebLinkAboutTED4001507.19Exist. Trod E U Sorrier Ponel n�. c N 33q R i Z, o w 0 c i, %2Open Jt/ In Sorrier 111e/1.j' /ivy-'. J. Z5_+c c.)-// _ S.Ri'versr'de Dr. lS 0ro.70 N St±End Igo 1 1 -� CA - - -- -- - - Ln ¢ Pier l p (t Bridge of PLAN o + tbco , o'v oi� V)n �w Top of Borrier--___ Elev 3 5.3 0 Elev 35.45 Roy ling type B Top oFSidetvalk Pier l Top of Noll E/e v 34.95 Elev 3 5.2 2 Elev. 32.30 Bottom of Borrier-- _ I - = Finished Ground Line 2Co.5o \N I I 6,O 5, 0„ I 1 1 4t 3"Dla. I(---+ -� Droin S.E. WALL ELEVATION Hole - yz"Open Jor'nt 1'n Borrier-- S. RIVERSIDE DR. 00 o: O !z"Open Joint i'n Borrier �I0 n � o� �!W - Rai It ng type B CSee Sheet 23) i I0oll Footing Nall-,� r Borrier Panel 3/'- 9 Sig„ Top of Bonier Elev 3G.317 Tb of Noll -- Elev. 35.84 �' ---------r---------- ------ - / Elev. 34.30 E/e v. 30.0 0 Bottom of Sorrier i - Elev. 26- 00 I I Const. Jornl- between - - -- -- -- iVal/ c r7 d Bridge Abuirnent Noll I 4 `4 Back Fcce__, 31-4"Chum Fer P/cce 18 "nw-7. thickness of FrontFoce / ChamFer c Typgro✓el boc%Fi// For- o'roins of c F>/P.) drorn hole /oc(3tions. b t ap t Top of !Noll Eley. —See Typ. Section A ) -95 _ os shown on E/evQtion Views For Detolls of ReinF J .To of Sid wolK P � notshown 1 Sideivolk Mid "a/ -Top of ox. _ Top of Na/l Elev. __� shown v on Elevation 1 ,�\c� � l "' Grovel Back Fdl For Wo//s - - - J12"ChomFer� J 411 '" Ho/F - -- Min CFu/l He ht OF I✓ //� l� 6,/ Grovel BackFill FOr No//s c TyP) 0 0 4 ( / g o t -- C Fu Round Drr MI' . �• ll Hel gr, of Noll.) Ln i9 Groove - 5 @ G " •.d "5 @ g , No CSAace wl '8 Vert Borst I � - � CSpoce rv/-S VerT. Bors) • *3"DiO. Dr oin Hole — - v, 311 6 "Above Finished Groun d (Typ) v v -N v 3 0 3/4 -- _ 3 DrQ. drain Hole � HoIF Round Drip Above Finished Ground „ �c @ l" O" i Groove _#6 C� If,O CTyp.-) Const - , 4 @ 4 Col-D - - Const Joint-/ - i r I� T Top oFSide ivolk -- ;;"4 @ Q„ 4 @ co Grove / BockFi ll For- �a �l/s CFull Heigh4oF I✓(7l/) °3'0ia. Drain Hole Co"Above Fin/shed Ground CTyp.) 5 @ yx4. @ /' p„ S.W. WALL J 20 - 0 " S.W. WALL ELEVATION 4' O„ ro- O - TYPICAL SECTION A TYPICAL SECTION B TYPICAL SECTIONK'C R TOTAL O " STATE FED. AID PROJ. NO. SNOT SHEETS H I G H WA DRAWN 5T Vu_ 8- 85 10 WASH BRM -1157 (1) �s CHECKED P/?.T //-85 JOB NUMBER t`�..• PRUJ. ENGR. 86 W 002--..-••- DIST. ADM.. CONTRACT NO. Fe, 2H,1_ MO,�. �� ift 7 JDATEIREVISION BY APP'D 3//5 APPROVED DOT FORM 221-011 Revised 9/82 Y DIVISION OD + d Q /,7 co I J1 4-' o J, 0 �9 °a <Meosured G@ Fr-o rn t Fa c e o F rj_ 0 3"Dia. Orofn Hole + Roi*lin g Type C I C Tyo.) m CSeeSheet23) p Elev. 35.13 Droin Hole CoG' V m p ngs Max. Max. Ele v. E/ev. 35. l3 @Co' Max. 33.28 Elev. 30-00 Fr Wished \ Const. Jor'nt CTyp.) Ground Line 2 O„ Exist. Trod,_ l9 i Co --1 v 12 54 /0NAV �s �► Washington State •/ Department of Transportation ENTRANCO ENGINEERS, INC. BELLEVUE, WA EVERETT, WA Ecch Ivoy SECTION rD Top of Sideivolk Bit" l.D. Golvon/zed S / e e ve For Pe d . Rpr"ling Post. CTyp.) SECTION CITY OF RENTON WELLS AVE. BRIDGE REPLACEMENT SOUTH WALL LAYOUT AND DETAILS Cn:Q-ISt� lq ~CANNED OCT 2 7 Z006 SHEET 22 OF 35 SHEETS