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-#5@/7" <br />ea/!s <br />[*A <br />IT <br />EXISTING FRAMING PLAN <br />SCALE: 3/1" =1'-0" <br />411 Timber Curbs, Ties <br />SECTION A -A <br />N T S <br />DECK SECTION (PROPOSED) <br />SCALE: 3 11 /4 =1'-0" <br />40'-c'!(f) <br />Bridge ,Failing 12, Co Equal Spaces <br />Prop. Fin. Gr. <br />Sta. 4 2 7 t 76 <br />EL. 78. 50 <br />7o .Boston <br />fxistin g <br />Granite - <br />BacKwall <br />go <br />leai l /. <br />I <br />Ex/5TIAt6 GI RDEk '�' <br />- -� Prop. Fin, Or. <br />N <br />L. 78.08' <br />To bosfon <br />WalKway i <br />i <br />+- --- -- - - JI -- <br />'� <br />Limits of eivet ?eplaceMenf - --- <br />/7,eivets o%ng Botflg., 16 ANets o%ng -- <br />Bo /.. k7gle. See Note 4 . <br />PROPOSED DECK PLAN <br />SCALE: 3/1" =1'-0" <br />New Dec&--�_ <br />_r.—. <br />sting Granite � � �Y.'� <br />•Kwal/. (See _. <br />4//s / ez on Sheet 5-3) <br />NOTE: <br />De erlora/-ed Qivets to be <br />,eeo/aced. See Proposed Decd Flan <br />I <br />r Location. <br />Existing Girder <br />For Past Base Connections <br />7o Exls.h'ng Flanges, See <br />Details on Sheets B-2 <br />Bridge ,Pa/ling 4L-3 With <br />.4/u/nh7u/n Protective Screen <br />TYPE' = <br />g,.0, <br />g fxisfing Stringer <br />_ (Typ. 3 P/aces) <br />_ Exlsfing Grani ¢e 4bvfinem <br />SECTION B -B <br />SCALE : 3/16 =1!-O" <br />Existing Floor Beam <br />i <br />fxisfing Granite <br />�,BacKwo// <br />J <br />of Gir4er <br />`� Exisfr'ng Granite <br />7-'BacKwa//. (See Defai/s <br />— 14'2 On Sheet 13-3.) <br />°do'/'I. Fein f. <br />NOTE: DETAIL 11All <br />-Concrete Curbs to be poured NTS. <br />after Post sase Connections <br />orer installed. See Details on Sheets <br />�g <br />:J ty / G / 5 8 <br />GROVE ST. RR BR. NO. 6.91' <br />PUB RD. <br />STATE <br />FED. AID PROD. N0. <br />FISCAL <br />SNEET <br />TOTAL <br />DIV. N0. <br />? L S <br />YEAR <br />NO. <br />SHEETS <br />1 <br />MASS. <br />19 <br />433 <br />462 <br />NOTES: <br />%. For Locus Plan, see Sheet _B-/. <br />2, For Genera/ Notes, see Sheet 8-2. <br />3. For Typlcal Qe7tails, see Sheets S-2 and 4-3. <br />4. Deteriorated ,Fivets shall be Replaced with High Strength <br />Bolts in accordance with "Rivet Replacement Notes"on <br />Sheet 8-2. <br />5. Fom HAUt.1(_A 17ETA)L,,5EE ciHEE T E5-5. <br />ESTIMATED QUANTITIES <br />NOT GUARANTEED <br />ITEM No. <br />ITEM <br />QUANTITY; <br />119.3 <br />Damolihop of Bridge Superslructur� <br />? L S <br />(Bridge l+lo. 6.91) <br />460 <br />Gass I Bituminous Concrete <br />3.4 TONS <br />pavement Type I-1 <br />462 <br />Class I Dense Protective (Bolcom) <br />3,4 TONS <br />Course for Bridges <br />(085.15 <br />MASo►MTE <br />.12 �DitdTS <br />960 L.F: <br />9�t5.0 <br />B�iDGE hi2UC.TU2E BRIDLrE tilO. Cv.�i <br />1 L.h. <br />MINUTEMAN BIKEWAY <br />I I ISSUED FOR CONSTRUCTION <br />DATE I DESCRIPTION <br />SHEET B-13OF 15 SHEETS <br />