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EXIGi?. rCA1Likl& -To 8E ZEMOVEI7 4 It6lILACEV <br />�1n1►TH (oF-'. H16H CHAIN DUK 5r=WLE(*) <br />37� O"+ yVI=-TAIL <br />)IL 1 <br />GA-TWALK RAILiN16 <br />TO tZ.E MA i til <br />Prop. Fin. 6r. <br />Sto ll2 <br />El. 142,14 <br />Existing Abulrnent iVo. 2 <br />so <br />TYPICAL EXISTING CONDITIONS <br />,B a/ la.5.1 fo be <br />k'erno ve d <br />.411 k'ai is And Timber Ties <br />)10 be Pemoved <br />L This 8 ol/asl <br />-rkl5 PALLAST "TO T to ,Pemairl <br />eE ZEMOVED t R6PLA(-W <br />SEE uoTE Co <br />SECTION B -B <br />R <br />SCALE:3I8=Is- 0" <br />No/v <br />Ext,57IW( PIER. <br />1 <br />Girder <br />- Roils <br />it G/'rder <br />qi� A (�H—r. j3 — 2) <br />r <br />Existing <br />Pier — <br />SCALE:I/g =1'-0" <br />'x. <br />of � Washer <br />Bose f'. <br />Bolts (A 325) <br />SECTION E -E <br />!/ales For <br />� H5. t30L7� <br />�sf <br />P L A N (hEE No -re 4) <br />POST BASE CONNECTION <br />TO EXISTING GIRDER FLANGES <br />- --i1 Girder <br />t)SrAIL <br />(♦ <br />3 _8 it <br />— it G irder <br />- Prop. Fl"n. &r <br />-7-5to 1144-0785 <br />New DecK Existing Bearings —` 1� EI. 144.64 <br />_ To B o s horn. <br />Bikeway p / <br />�Exisfing Girder <br />ROUTE 128 R R BR. NO. 12.88 <br />PUB RD. <br />m <br />'r) <br />ITEM . <br />W <br />�oOmo <br />TOTAL <br />DIY. NO. <br />x <br />2 <br />G <br />O <br />Ext,57IW( PIER. <br />1 <br />Girder <br />- Roils <br />it G/'rder <br />qi� A (�H—r. j3 — 2) <br />r <br />Existing <br />Pier — <br />SCALE:I/g =1'-0" <br />'x. <br />of � Washer <br />Bose f'. <br />Bolts (A 325) <br />SECTION E -E <br />!/ales For <br />� H5. t30L7� <br />�sf <br />P L A N (hEE No -re 4) <br />POST BASE CONNECTION <br />TO EXISTING GIRDER FLANGES <br />- --i1 Girder <br />t)SrAIL <br />(♦ <br />3 _8 it <br />— it G irder <br />- Prop. Fl"n. &r <br />-7-5to 1144-0785 <br />New DecK Existing Bearings —` 1� EI. 144.64 <br />_ To B o s horn. <br />Bikeway p / <br />�Exisfing Girder <br />ROUTE 128 R R BR. NO. 12.88 <br />PUB RD. <br />STATE <br />FED. AID PROD. NO. <br />ITEM . <br />SHE <br />TOTAL <br />DIY. NO. <br />4 L S <br />YEAR <br />NO <br />SHEETS <br />1 <br />MASS. <br />19 <br />4 G Z <br />Ex157IKI& ZAlLIKi& -00 SE <br />1ZSM0YET7 AU7 1Z5,?LACEV <br />LK <br />FEKILE() G1IA11�1 <br />FACE OF WIW&WALL <br />A13U-TnAF- 1-T K.10.1 <br />NEW 2''/S "D.1`7 <br />Po�i"i'" W EL.DE {7 TO <br />`► C / 1/2" FE 2 4-5/8" DIA. <br />ExI,iTiN16 A6LITMEKI'T r" 12° LOk.1Ls A -60L -T5 <br />NO. A /f 112 EX15T. Po'rm TI <br />RE MAIC <br />88'-o"(+) (MEW DECK -1 ile 801"H 6?At46) <br />TYPICAL PROPOSED CONSTRUCTION r=RAT1 _________ <br />(ExtST<t�15 � I i I <br />i9Existing Girder CA-rWALK) <br />1 i1 I I 1 <br />t---------�t �----i-I <br />j SLtZEEtQ j'2 x.Co GA.X -72 I <br />OF Pohl <br />// =0".Bikeway 2' ���612DE2 <br />/4 C%aSS I Tao Course Bituminous ( j BAIL <br />Concrete Pavement Type 1-1 Over <br />/¢ Class I Dense Protective Bottom <br />Course For Bridges over 2 -Ply tiE>= Por-i'C t3AhE CHoiNd L.1tjY, <br />Membrane Waterproof/ng/� Go►JNEG-C1aKa T7ETAtL FAE'iZC gR� <br />/ THih yHEE-r (SCR.EEK1 TKPEIC) I' -S"± <br />„ S/ob Th�cKness <br />U ? 4 Var/eS 2 CL. <br />S/ape,.Pc�r Ff. 2" ZCC. rr <br />C4, <br />__...__. <br />5'/ "T 4 -'i5 -- <br />-c`XiSf/n Exisi Framing — <br />Bollasf 9 TH►CK <br />(MW.) <br />TYPICAL SECTION C - C <br />SCALE: 3lg =1'-0" <br />DETAIL I <br />I <br />SCALE: <br />AT THIS 6.0 ZB <br />LitJE <br />SOUTHERLY ELEVATION <br />SCALE: 78 ts =I'-0" <br />41&1A WAN( <br />1� MS <br />DRILL I" DIA. <br />HOLES <br />Lar -T. CHAIN LINK <br />FA13IZIG <br />5/8" DIA. <br />60LT--7 (*) ' <br />1'/Z' ©IA. <br />1/2"x51,5TEE L <br />PLAR>= 6nLTEP <br />TO THE &1Zt7E1r- <br />EKIT7F'L (2 AEQ'i/�j(�iE) <br />uyE ex 15'f 2►v -r <br />HULES <br />(-*)- DESIG14ATES <br />14IGHWAY ITEMS <br />NOTES: <br />1, FOfc LOLuh PLAID 5EE SHEET 8-1. <br />Z. FOZ GENEZAL NOTES 5EE hHEE-r 13-Z. <br />3. FOIZ. T'�PtC.AL t7ETA1L5 hEE 5HEE: T5 13-Z 4 5-3. <br />4.f --OV- T<PE IL e2oTEGT1VE 5e-zae'N 5EE M©Pk1 �iTAKlDA2D <br />DIZAWIKICsS EXGEF°T A5 Q6-r5p. <br />A) 93ASE PLATE SHALL 5a W A000Z?AUCE WITH -TAV5 <br />ti N EE -i'. <br />B) A325 H16;H 5 ttCENfsT1i 100L'C5 SHALL SIr 1K15TALLE:V 1%3 <br />EX15TitQ& YI�4E'C HOLE6. <br />C) (LNETS SHALL SE -1ZEMOVE7 a,OIJE OF -CHE me-rHDi75 <br />4SR01Aj .1 ON SAES -T <br />D) 7 -NE -T PI"CGN 5AALL SE VE121FtED !Kb FI1;LG� <br />5. 'iPALLED GOKIC(ZETE A? A13u-rMENT *2 514ALL % ImPAI1ZW W/ <br />EPDXY MOVA PMH TO MSNIF-WT FuTZ-rPE0 179-VEIZIOIZAT0Q. <br />(0. C.LgAK3 C)U E7�. i �i TIKIr!s VSAIt,a A&la 'SYSTEM ea50tZ.E <br />PLACIQ& Wtetx.l DECK. <br />-7. SZOK;-:Q 45HALL 93a TZGN) NGV AWP $WL-A[ED <br />ESTIMATED QUANTITIES <br />NOT GUARANTEED <br />ITEM No. <br />ITEM . <br />QUANTITY <br />4. 9 <br />Demolition of Bridge Superstructure <br />4 L S <br />(bridge No. 12, 88) <br />. . <br />4 G O <br />Class 18i luminous Concrete <br />/6,1 TONS <br />Pavement Type I- / <br />4 G Z <br />Class I DenSe Protective (Bollom) <br />1G./ TONS <br />Course For Bridges <br />9 95.09 <br />8rldge Slrucfure BrJdge Alo. 12.88 <br />/ L . S, <br />MINUTEMAN BIKEWAY <br />ISSUED FOR CONSTRUCTION <br />DATE DESCRIPTION <br />USE ONLY PRINTS OF LATEST DATE <br />SHEET 6-7 OF 15 SHEETS <br />