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HomeMy WebLinkAboutFile9063 HWY 0083Anti - Spalling Comp L6 v 1 apo 6„X 13 ; Type V4-5 10'5 4nCl7ors, ,�. 2„ 2 -Per Piece of Curb CD �,End of 2 -Ply Membrane -�'Waterproofin 9 Construction Join — Top of 22 Saituminous Concrete Pavement Out Mor tar A!5 0d �P= CURB DETAIL AT SAFETY CURB SCALE: IIIZZ I1-0” Lon9iludinol Reinforcement I Y2"CL. A4-1 2Iz'Bi1c4mmous Conc_ Pavement NEU-MAL. AX14i OF GOiZ2:1J6sA710k 4i Consir lion Jo, End of 2 -Ply Momhra Woterproofing Main Reinforcement 2E11.11 -STAY-IN-PLACE FORM DETAIL " SCALE: 11/2= I' -O" Fxisfing Girder LU1191 dire pn NFnv�nvnnnt stay -tri -Place Fa (See Alo t'e / ) /1 0 Q,t,,,-� ,,r !o"W fe- pcvQmertf Lorxgitudinul ReInforcement e !e e ReInfo rce,rner' �.� f'uf A'1LT1 Powder Driven 4`ast&n&r D,V 72M OrZgaa/ or fastener Spacir�9� cSee Table.) BUILT-UP STEEL SECTION TIMBER STRINGER BRIDGES 14.62,13.79&13.26 (BRIDGE 8.Iq ONur) SECTION A - A SCALE: 11/2= i'-0" WOTE42 : /. C0171raCtor Sha// Use Stay -1n - Place For/97s For Bridges /4.6 2) /3,79) /3.26, q 3.m. 2. Optional For Bridges 10.85 4 12.16. 3. tZ.EMOVABLE FDIEM--v �>HALL 13E Uri ED 'roZ it 28 Neoprene _ Compression Sea/ Top of 2%z" Bituminous 41- 0" F, Concrete Pavement -- Z Para1/e l fo Gon il` — � k'einf 9 Ls 7 x 4 x ig Gi MAIN ,s ,Ex 2Gl�tLs' j . n Belles/ _ 8n s Bor 4-0 Lg., p P' .It DETAIL A SCALE :11/2= 1'- 0" '�� o. o ° o 4 t 3 CL, A. A ,Alf Ea. Side of LF, (leaded Anchor Studs 4' 3'' C to G of Bar. %"0 6"Long, 12"0.C. 7 TI —3"CL. ciTAY- iQ- PLACE (Addlfkeinf,) I ,/ FC)2MS Foto S21DlsE6 Existing Paralaef —•� L/02 -o 14. Y( EE UO -r 0. I j a o. e.°.oao Loo, %.6'n Top of 2%a" Bituminous Conc. Pavement �_unc. Slob SECTION D -D (SHEET B7) SCALE: I"= 1'-0" For 1Fe1'nf ,4ndDefad Not Shown, See Detail I. A j Exisfinq StPEI Bm., Girder or 71mbPr Str End of Bearings or - Framing Members. Existing t3tranite Abutment. Tor Paper Joint (2 Layers) Top of Wall to be Troweled to a Smooth Finish Parallel to Profile Grdde. 5@l2 4 'To Be Determined —i 2„CL. ) V/7 The Fie* Id. T 1 t �' \Drill v Holes in Existing — Gronite Abutment For Reinf. DETAIL 2 ALTERNATE DETAIL FOR NEW BACKWALL AT ENDS OF BRIDGE DECK SCALE:ii2=1-0” Torpoper JoinMLovers)- Top of Parapet To Be TYPICAL DETAILS PUB RD. 8TATE FED. AID PROD. N0. flSCA4 SHEET TOTAL DIY. NO. EACH SECOND 7ROU01-4 YEAR NO. SHEETS I MASS. 19 83 95 y-ln-Place Form (See Note /) BRIDGE FASTENER SPACING /4.62 EACH TeOUGE-1 13.79 EACH THIRD T,20UGP 13.26 EACH SECOND 7ROU01-4 Cross Hatched Area To Be loafed W/MI'araffirl /„ /" r2 x 2 -LC- Gro o ve, F11 With doint Sealer Groove Note`: Joint Sealer To Be Some color As Concrete. r Padius Groove PARAFFIN JOINT DETAIL N TS Top of 2%9-" Bituminous Concrete Pavement Troweled IU A Smooth%Granite Backwall "--End of 2 -Ply Membrohe Finish Parallel To Profile Vaterproofing Grade LCut Existing Granite Bac�wo//s Where RequirE'd, (EL .=Finish Grade -(2%2' +Slab Thickness +1'f 1") DETAIL 1 For ALfernafe Detail, See petaif 2 . DECK DETAIL AT EXISTING GRANITE BACKWALLS SCALE: I%2= I' - 0" (BRIDGES 14.62,13.26912.16,10.85,8.19,7.64,7.19, 6.91 8r 5.93) MINUTEMAN BIKEWAY 1 1 ISSUED FOR CONSTRUCTION 1 SHEET B-3 -OE 15 SHEETS