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0 <br />EXISTING FRAMING PLAN <br />SCALE: 3/16"=I'-0" <br />/ Timber Curbs, Ties And ,C'oiis <br />fo be ,Pemoved. <br />..SECTION A- A <br />SCALE :3/8"= I' -O" <br />SECTION B - B <br />SCALE: 3/16"= <br />Existing Floor Beam <br />PROPOSED DECK PLAN <br />SCALE: 3/16"= I'-0" <br />Existing Granite <br />gbutmenf <br />lddif. C'emf.} <br />DETAIL. "8" <br />N.T.S. <br />e5 @/2 ti <br />�B <br />;QQ <br />7 For Locus P/an see Sheaf B-1. <br />2. For Genera/ .Nates, see Sheet B-2. <br />3. For Typical Defcrits, see Sheets B-2 and 8-3, <br />4. Fore NA1..aULH Dr=TAt1_,1:5EE 5HEE'f Pa- 95 <br />,bridge ,Failing /2l <br />Q Frisfinc� Glyder"B'' <br />i' <br />II <br />Proo. Fin. Gr. <br />Sta- 389f 2/.70 I <br />2 1.58 <br />Fx is r<iny Grgnife I <br />rens �„ �— Existing Girder A <br />8rid9e Payling �2 <br />Existing Granit <br />13acAlwaii. (See <br />DPfails Ie2 0n Shy <br />FOREST ST. RR BR. N0. 7.64 <br />PUB RD. STATE FED. AID PROD. N0. FISCAL <br />I%" Class I Top COUYSQ Bituminous Concrete <br />Puvement Type OVGY l%" Class I Dense Pro - <br />���� <br />7' ° }-------- ----- - � ,tective Bottom Course For Bridges <br />Over 2 -Ply l7embrcne Wc�ferproofing, <br />qExist Girder l2' -D" <br />8 Equal Spaces <br />I 1! <br />I B /2N V-0 Blk e W6 <br />� <br />Y'mW <br />TOTAL <br />DIV. NO. <br />v <br />2�f <br />YEAR <br />NO. <br />SHEETS <br />t <br />EXISTING FRAMING PLAN <br />SCALE: 3/16"=I'-0" <br />/ Timber Curbs, Ties And ,C'oiis <br />fo be ,Pemoved. <br />..SECTION A- A <br />SCALE :3/8"= I' -O" <br />SECTION B - B <br />SCALE: 3/16"= <br />Existing Floor Beam <br />PROPOSED DECK PLAN <br />SCALE: 3/16"= I'-0" <br />Existing Granite <br />gbutmenf <br />lddif. C'emf.} <br />DETAIL. "8" <br />N.T.S. <br />e5 @/2 ti <br />�B <br />;QQ <br />7 For Locus P/an see Sheaf B-1. <br />2. For Genera/ .Nates, see Sheet B-2. <br />3. For Typical Defcrits, see Sheets B-2 and 8-3, <br />4. Fore NA1..aULH Dr=TAt1_,1:5EE 5HEE'f Pa- 95 <br />,bridge ,Failing /2l <br />Q Frisfinc� Glyder"B'' <br />i' <br />II <br />Proo. Fin. Gr. <br />Sta- 389f 2/.70 I <br />2 1.58 <br />Fx is r<iny Grgnife I <br />rens �„ �— Existing Girder A <br />8rid9e Payling �2 <br />Existing Granit <br />13acAlwaii. (See <br />DPfails Ie2 0n Shy <br />FOREST ST. RR BR. N0. 7.64 <br />PUB RD. STATE FED. AID PROD. N0. FISCAL <br />I%" Class I Top COUYSQ Bituminous Concrete <br />Puvement Type OVGY l%" Class I Dense Pro - <br />���� <br />7' ° }-------- ----- - � ,tective Bottom Course For Bridges <br />Over 2 -Ply l7embrcne Wc�ferproofing, <br />qExist Girder l2' -D" <br />8 Equal Spaces <br />I 1! <br />I B /2N V-0 Blk e W6 <br />� <br />SHEEP <br />TOTAL <br />DIV. NO. <br />YEAR <br />NO. <br />SHEETS <br />t <br />MASS. <br />19 <br />GJ 5 <br />SPP Post Bose �-5®Sh"(T.& B.) <br />Co/9/on <br />{ �_ Slab Thiceness <br />nect <br />I Detail on Sht.B- 2 2„ Varies <br />N 2„C` <br />To Boston (� <br />r4ts <br />I�I I 5/ops ¢Per ff <br />-- —�- Bfkewoy i —� Prop. Fin. Gr <br />389.68.70 <br />I FL.i2/.37 <br />Exisfin 9 <br />- Granite <br />Bocewoll <br />8 f uo/ S aces <br />ni a u/.'lt <br />0 <br />Exist. Girder <br />l2` � Sec° Post $oSe_ _ <br />Connection.: u <br />D�fai l This Sh . <br />Cansiructioq cit_ <br />�5Ga17 <br />CL. <br />I'- 0" <br />/S <br />/21CL. <br />8 <br />1'-0" <br />Ex/sting Grorrife <br />BacKway. (See Deloi/s /,-2 <br />917 Sheet 8-3-) <br />NOTES: <br />0 <br />DECK SECTION (PROPOSED) <br />SCALE: 1/2"z <br />'oma <br />-A? TW 15 <br />cut�t3 <br />LUE- <br />. <br />ESTIMATED QUANTITIES <br />NOT GUARANTEED <br />ITEM No. ITEM QUANTITY <br />Demolition of Bric/g¢ Superstrcrcfure <br />1114.5 (Bridge No. 7 6�) <br />C/ass I Bituminous Concrete <br />�t60 pgv¢rn¢nt Typ I -i 3.7 TONS <br />462 Mass I Dense Protective (Bottom) 3 7 IONS <br />Course For BYidgetls� <br />685.15 OM <br />tt <br />512” T� <br />_MINUTEMAN BIKEWAY <br />1w 10000 2K 1 <br />ISSUED` FOR CONSTRUCTION <br />DATE DESCRIPTION <br />USE ONLY PRINTS OF LATES <br />SHEET 8-11 OF 15` SHEETS <br />W <br />960 L.F. <br />"I `l �i.O�i <br />821 els E 5T2.i.lGTl1R.E, P(Ia pL-s � taD. 7. lud. <br />1 L �. <br />_MINUTEMAN BIKEWAY <br />1w 10000 2K 1 <br />ISSUED` FOR CONSTRUCTION <br />DATE DESCRIPTION <br />USE ONLY PRINTS OF LATES <br />SHEET 8-11 OF 15` SHEETS <br />W <br />