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�g ,Perils_: <br />Timber <br />8 oc xwall <br />-),-r <br />Ira <br />g. O O m O <br />a � cYi <br />x <br />? 19505 <br />SCALE: 3/119 6=1'-0" <br />IT All Exrsflag Roil, Timber Ties And Curbs to be Aemovez�LS <br />— <br />EXISTING ELEVATION <br />SCALE :3/16=1'-0" <br />Bridge ieailing 4L-3 <br />W/117 Aluminum Screen TYPE z <br />L Lj Ld <br />WESTERLY ELEVATION <br />if <br />SCALE: 3/16=1'-0" <br />SHAWSHEEN RIVER RR BR. N0. 13.79 <br />Bridge ,Pailinq <br />/ 7" '7 <br />14, <br />4 <br />1 <br />L! �o <br />/0 Equal Spaces <br />/ 7 7 <br />l4 <br />SHEET <br />TOTAL <br />DIV. NO. <br />Timber. Pile &coni <br />YEAR <br />L ine of Ex/s�/nq <br />Timber Bac,Kwall <br />Prop. Fih. Gr <br />5ta 64+ 68.35 <br />SHEETS <br />'Timber Pile <br />Abutmenf (7yp,) <br />MASS, <br />¢G 4 <br />19 <br />Ss <br />HI <br />A <br />II <br />A Sh, B -Z A <br />Bikeway <br />A 5h, B-2 it <br />B <br />Course For 6r1a`ge's <br />To Bosfon <br />- - B <br />95ti <br />B <br />3,65 fYI�M <br />!� <br />EXISTING ELEVATION <br />SCALE :3/16=1'-0" <br />Bridge ieailing 4L-3 <br />W/117 Aluminum Screen TYPE z <br />L Lj Ld <br />WESTERLY ELEVATION <br />if <br />SCALE: 3/16=1'-0" <br />SHAWSHEEN RIVER RR BR. N0. 13.79 <br />Bridge ,Pailinq <br />/ 7" '7 <br />14, <br />4 <br />1 <br />L! �o <br />/0 Equal Spaces <br />/ 7 7 <br />l4 <br />SHEET <br />TOTAL <br />DIV. NO. <br />YEAR <br />L ine of Ex/s�/nq <br />Timber Bac,Kwall <br />Prop. Fih. Gr <br />5ta 64+ 68.35 <br />SHEETS <br />1 <br />MASS, <br />¢G 4 <br />19 <br />Ss <br />HI <br />A <br />II <br />A Sh, B -Z A <br />Bikeway <br />A 5h, B-2 it <br />B <br />Course For 6r1a`ge's <br />To Bosfon <br />- - B <br />95ti <br />B <br />3,65 fYI�M <br />!� <br />BlCIDbE ST2UCTURE,BtZIDIs>� I.10.13.'19 <br />2 L. S, <br />Timber <br />III <br />! <br />B ocKwa// <br />.bridge ,PaOing114 <br />� <br />T <br />/O Equal Spaces <br />l4 <br />PROPOSED DECK PLAN <br />SCALE:3/6 all -0" <br />rnr /)Pre .S' e-4inn 1rnri P�irJforcc�m orJ>< <br />T <br />i ---New Deck' <br />! <br />1 �fxlSfing Sfi-UCIure <br />Stringer 6,00c, <br />At Center 6,aal? <br />Ur -1.l\ Jr- 1, 1 IVIV La.) r- INU 0rA1V0 <br />SCALE: � = I'-0" <br />uo/ Spaces <br />Existing Stringer Spacing to k'em4in <br />DECK SECTION Cad CENTER SPAN <br />SCALE: /2=I'-0" <br />NOTES: <br />PUS RD. <br />STATE <br />FED. AID PROD. NO. <br />FISCAL <br />SHEET <br />TOTAL <br />DIV. NO. <br />YEAR <br />NO. <br />SHEETS <br />1 <br />MASS, <br />¢G 4 <br />19 <br />Ss <br />4355 <br />.tine of Exi sting <br />Timber Bacffwal/ <br />F)' Gr. Sto 65-r 29.35- <br />W/p. <br />23 . 42 <br />To Bosfon <br />G, 0 ., <br />I \/n <br />7 IN <br />SCaG"(Addif Pin f.) T i <br />Parallel To Longll eeinf 2.O° <br />Existing TimberBacKwvi l <br />To klemoin . <br />l� <br />SECTION B -B <br />SCALE:3/g =1=0" <br />/. For Locus Plan, see She&f B-/ , <br />2. For General Nofes, see She&> 6-2 . <br />3. For Typical De fails, see Shee fs B - 2 aad B -3. <br />A.ALL -rJMBEfL 61ZE45 AEP WOMWAL, <br />15.5T,AY- W- PLACE F02M�i ARE WO -T yNDWW . <br />ESTIMATED QUANTITIES <br />NOT GUARANTEED <br />ITEM No. <br />ITEM <br />QUANTITY` <br />114.11 <br />Demolition of Bridge Supersfruclure <br />(Bl -lege No. /3.79) <br />C/ass I Bituminous Concre% <br />¢G 4 <br />/'avemen/4 Type I-1 <br />G.7 TONS <br />4 G 2 <br />C/ass I Dense ProtecfiVe (80/4/'0/») <br />G• l ToN5 <br />Course For 6r1a`ge's <br />95ti <br />TREATED -nmiaErL <br />3,65 fYI�M <br />�1�15.i1 <br />BlCIDbE ST2UCTURE,BtZIDIs>� I.10.13.'19 <br />2 L. S, <br />MINUTEMAN BIKEWAY <br />ISSUED FOR CONSTRUCTION <br />DATE DESCRIPTION <br />USE ONLY PRINTS OF LATEST DATE <br />SHEET B-5 OF 15 SHEETS <br />01 <br />Jw <br />