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