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HomeMy WebLinkAboutTED4001507.22/ , CD„ i /'- Go' 4 peer I 0, o„ Meas ure d -/= ro" norm o/ to Lt Pier I , C10„ Itro O 3114/ Note --�3 lndicotes dr'rection and ornount of horizonrol p/'le baler I'n /2 inches vertical 0 N' DRAWN CHECKED ,off, 7 En d Dioph. 3 ' O"Long Fxponded Conduit Expansion Polystyrene S/eeve Fi tt�ng around Conduif-- fr \ a o a /l - Bs- PROJ. ENGR. DIST. ADM.. 7-CV - Ito DOT FORM 221-011 ReVIsed 9/82 FOOTING LAYOUT Bearing of ¢ Peers is N 49'35' /l " Iv All dimensions ore measured parallel ro Bridge and q Piers except os shown. ¢ Pier 3 //_o„ I,CID„ O 9/ 04 9 /4' tU O o� n 6 9/°49'l4" N O CQ 9+80.00 0 0� i 01 b N See Sheets 20 and 2/ For Pi ling for lVo/l ;>L ---- Flush Moun r'e d Pull Box kz"Dio. De formed \ Bors ( TyP•) 3/6 D IL/eb stiffener- ( ryp.) i 3j4" Dio. Bolt �►�/ I Nut and Cut I✓oshers c Typ.) Bottom oFS/ab (-z Sp on I —� Pipe (Typ.) 3/e1112 ►veb l3/8 4" Sti Ffener C 1-yp.)----_\ /-{ Sty/*FFeners) M to �I MC fox /5.3 � 2., %8"Dia. x �1 Slotted Holes Cryp.) HANGER DETAIL o,� / ¢ I/8„D16 0 Hole C ryp.) 1 /d 001 (Typ.) 5"x 4�x �14" Structurol Tubing Cro d / e ---� d'� N MC (ox15.3 L 3% is 3 %e' X �e — k4 Xz"Dia. Deformedr-L! Bar C Typ) 34? 6 Holes Conduit= J -Bonding Jumper I Ivith Cover and Gcs/cet C ryp.) - CRADLE DETAIL SUPPORT ANGLE DETAIL CONDUIT EXPANSION FITTING —TYPE 2- 3 -- � Golvonized Ri'gid Steel Conduit Conduit Fi tting O-z Type' AX or equal For movement' aF t l "Max. Ivi th (2)'12 - CU- T"HW Circuit Conductors Ll'ghtl'ng Flxr�ure Recessed in and Cl)*l2-CU-THK/ Ground Conducror(ryp.) -� O Concrete C7"yp. aLocarr'ons) WATER PIPE HANGER DETAILS Standard 80 0 brook C ryp.) 14 " or'a Sree/ Pipe -0,Class AX Concrete —� G� Locate Pipe Hangers or Pipe Joints and of q'o"Max. Spacing i A// Ports sholl be golvonlzed per AASHro /1'1 /// CAS T/`/ A 123-). All Steel sho// be AASH ro M /&3 CA.S7-M,4 3(3) 11IJ 0 0 Beorin and \0 D5" Deformed ]Pere or Condw f through lO • 9 Grout Pod Ivy Co/d Drown /Nice Lower Portion of I Cross Beam -----------_- - � Bridge Superstructure Spica/ ReinForcernent Go/vaniZed Ri 1d Steel Condulr- with 2 G "Mox Pitch g47 Varieg I Combinotlon DeFlect(on/Expons/on Fitting. , I C 0T Pier) N Complete i✓ith External BondngJurnper / (ryA I ro C Se e Co n do/'t Expansion F V7' 7 Dera/ / this she e7`) A ro un d ) 3 j Top of Grour" it 4 Golvonized Rigl'd SA --el Conduit✓7H7 Pad CLevel) —Cv'Co Anchor Bors (2)412-CU-THW Cr'rcuif Conductors and / C Eq, spa. O (1)*12-CU-rHW Ground Conductor. Pier 0 Connect to Existing Junction Box and r'rner (See Bridge Loyoursht.24). connect Ground Conductor orJunchon Box E/astomeric \ dories to 314" 0, to Feet long Cooper -Clod 6eanng Pod �( I q, Pier,) Stee/ Ground Rod IV/ o #8 Cu I- 4 x l- x 2 A TR 'fit \-\ j,A4 Ground Conductor (3Shims) 3/„Recess 4 J y ►� `Z` F �To Exist JuncrIon Box and End Pier - , 4> 0 ; Tirner ("See Brid e La our Sht 24) -- 6eoring Grout Pod LIGHTING SYSTEM DIAGRAM 9 y ELEVATION PLAN r AN ivi'rinq shall be instolled in o/vonized ri l'd steel condul'r-concealed within T` BEARING DETAILS 12754 �4' .o p �,� the Concrete bridge structure. All conduit runs /n Spon 2 shall be located cF �I�� All conduit /ocotions shall be subject above the bottom layer oFsteel and be secured to vertico/ rebor ties. Pier /only (rD Required) ONAI FS'�� s/oNa� ,i�'1 � to the En 9inee.r's Approval. REGION STATE FED. AID PROJ. NO. sNO T SETS HIGHWAY DIVISION +oE S�Fy . Washington State 10 WASH BRM -1157 (1) ;, CITY OF RENTON �' ♦ DepartmentJOB NUMBER of Transportation WELLS AVE. BRIDGE REPLACEMENT `� f , ss W 002 0 3-5-86 Rev. Conduit Size In Li ht in S s. Dia CONTRACT NO. Feb. 28, 198G ENTRANCO ENGINEERS, INC. APPROVED BRIDGE DATE REVISION BY APP D 3//,S BELLEVUE, WA EVERETT, WA C�=� rqj-IZ"1. ;CANNED 001. 2 7 ?_006 PILE ANCHOR DETAIL BRIDGE SHEET 2 SWEET 25 OF 35 SHEETS