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W m } m <br />W m W <br />v 6 <br />z 9 5 0 5 <br />0 Gtr <br />it <br />It _Gtr <br />Bridge Rail%ng AL -3 _Wl"M <br />A/um. Proteclive Screen <br />TYP E = <br />—Timber Plaar Sldewahr <br />FO A Timber Po sf (Typ) <br />EXIS7IA16; r5TEEL--i (.* A <br />C-OL.UNA JS TO 15r= <br />r-owcZETE ENGA51=17 <br />5EE ° FEC--nONJ S -B <br />Fo fL L i M'Tti <br />Lim <br />\—Timber P/anY SideVua/K <br />EXISTING FRAMING PLAN <br />SC ALE:3/16=1'-0" <br />All T/mbPr Posts. Timber Framino <br />SECTION A -A <br />NTS <br />/G`- 3" <br />IV -0" 0 51Keway <br />%4 Class I Top Course Bituminous <br />Concrele Pavement Type I-1 Over <br />1140)Class I Dense Prolective eattom <br />Course For -Bridges- Over 2 -Ply <br />Membrane Waferrproofr'ng, <br />For Curb Defdil, <br />See Sheet 8-3 <br />AT TH14 Slab ThicKness <br />Cu>'i LIME Vorle s <br />2"CL, S/oae 4Per Ft, <br />�P� T T T�i�z <br />J. <br />9'- L <br />DECK SECTION <br />SCALE: '/2=1'-0" <br />1mi <br />4%' <br />3rideeai/ing%4" 9 Equal Spaces <br />>ffin doinfs /¢' o" /o' 9" 1 /o' 9" 1 /4'-0" <br />COL <br />FED. AID PROJ. NO. <br />i <br />+ <br />B <br />_ <br />DIY. NO. <br />—. <br />YEAR <br />N0. <br />SLEETS <br />1 <br />MASS. <br />19 <br />Boston <br />95 <br />i <br />5 TOMS <br />Pro,o, Fin. Gr. <br />ewa y <br />To <br />EX/Sliny Granite <br />Sta.4/3�22.75 <br />l280L.F <br />Sta.4/3,72.25 <br />Bac ,wall <br />EL. 94.3/ <br />EL. 9 3. 72' <br />7nkS <br />-.__-____--___ <br />Paraffin ooinls <br />--------- o _ ..___ <br />.._ /4� D' <br />/ o'- 9" /0 9 <br />__------------- --� �- <br />/4' 0`� <br />- <br />(See DPton Sh. B-3) , <br />43rr'dge,Pailing 14 <br />9 Equal- Spaces <br />.. _-- <br />_ <br />i <br />Timber Ph <br />EXIS7IA16; r5TEEL--i (.* A <br />C-OL.UNA JS TO 15r= <br />r-owcZETE ENGA51=17 <br />5EE ° FEC--nONJ S -B <br />Fo fL L i M'Tti <br />Lim <br />\—Timber P/anY SideVua/K <br />EXISTING FRAMING PLAN <br />SC ALE:3/16=1'-0" <br />All T/mbPr Posts. Timber Framino <br />SECTION A -A <br />NTS <br />/G`- 3" <br />IV -0" 0 51Keway <br />%4 Class I Top Course Bituminous <br />Concrele Pavement Type I-1 Over <br />1140)Class I Dense Prolective eattom <br />Course For -Bridges- Over 2 -Ply <br />Membrane Waferrproofr'ng, <br />For Curb Defdil, <br />See Sheet 8-3 <br />AT TH14 Slab ThicKness <br />Cu>'i LIME Vorle s <br />2"CL, S/oae 4Per Ft, <br />�P� T T T�i�z <br />J. <br />9'- L <br />DECK SECTION <br />SCALE: '/2=1'-0" <br />1mi <br />4%' <br />3rideeai/ing%4" 9 Equal Spaces <br />>ffin doinfs /¢' o" /o' 9" 1 /o' 9" 1 /4'-0" <br />v? <br />4 <br />t: <br />Existing Granite ?j <br />BaC)rWall. Typical a1� <br />A 0. d f s d <br />PROPOSED DECK PLAN <br />SCALE: 3/s=1'-0" <br />Bridge ,eailin9 AL -3 Wifh <br />A/urn. Protecr`ive Screen <br />TYPE 2 <br />Eac <br />(See Details l 2 on <br />Sheet 8.3. 1 <br />r � <br />N 8 G <br />I <br />4„ <br />�---Ext s l/n g Girder <br />ij <br />Fxisfing Granir`e ,4butmen�s - <br />LIMIT OF LONCZF-TE <br />C g " G ENG.A'iEMEQ r <br />u u � (TYP. WE�TE2L`i C,oLUM�6) <br />{{ <br />SECTION C -C <br />SCALE:I"=I'-0" <br />43 Ties 6-)/0" <br />(Typ •) <br />SECTION B -B <br />SCALE:3/S=1'-0" <br />14" <br />--B <br />I <br />1 <br />To Boslol;i <br />i <br />Exis lr'ng <br />Granite bacewoll <br />19 <br />NOTES: <br />BRATTLE ST. RR BR. NO. 7.19 <br />PUB RD. <br />I <br />FED. AID PROJ. NO. <br />i <br />+ <br />B <br />_ <br />DIY. NO. <br />—. <br />YEAR <br />N0. <br />SLEETS <br />1 <br />MASS. <br />19 <br />Boston <br />95 <br />Classl Dense Protective (3otton7) <br />5 TOMS <br />Pro,o, Fin. Gr. <br />ewa y <br />Prop. Fina Gr. <br />EX/Sliny Granite <br />Sta.4/3�22.75 <br />l280L.F <br />Sta.4/3,72.25 <br />Bac ,wall <br />EL. 94.3/ <br />EL. 9 3. 72' <br />7nkS <br />-.__-____--___ <br />Paraffin ooinls <br />--------- o _ ..___ <br />.._ /4� D' <br />/ o'- 9" /0 9 <br />__------------- --� �- <br />/4' 0`� <br />- <br />(See DPton Sh. B-3) , <br />43rr'dge,Pailing 14 <br />9 Equal- Spaces <br />.. _-- <br />_ <br />v? <br />4 <br />t: <br />Existing Granite ?j <br />BaC)rWall. Typical a1� <br />A 0. d f s d <br />PROPOSED DECK PLAN <br />SCALE: 3/s=1'-0" <br />Bridge ,eailin9 AL -3 Wifh <br />A/urn. Protecr`ive Screen <br />TYPE 2 <br />Eac <br />(See Details l 2 on <br />Sheet 8.3. 1 <br />r � <br />N 8 G <br />I <br />4„ <br />�---Ext s l/n g Girder <br />ij <br />Fxisfing Granir`e ,4butmen�s - <br />LIMIT OF LONCZF-TE <br />C g " G ENG.A'iEMEQ r <br />u u � (TYP. WE�TE2L`i C,oLUM�6) <br />{{ <br />SECTION C -C <br />SCALE:I"=I'-0" <br />43 Ties 6-)/0" <br />(Typ •) <br />SECTION B -B <br />SCALE:3/S=1'-0" <br />14" <br />--B <br />I <br />1 <br />To Boslol;i <br />i <br />Exis lr'ng <br />Granite bacewoll <br />19 <br />NOTES: <br />BRATTLE ST. RR BR. NO. 7.19 <br />PUB RD. <br />STATE <br />FED. AID PROJ. NO. <br />FISCAL <br />SLEET <br />TOTAL <br />DIY. NO. <br />YEAR <br />N0. <br />SLEETS <br />1 <br />MASS. <br />19 <br />192 <br />95 <br />/. For Locus Plan, see Sheep 3-/ . <br />2. For Genera/ Loves, sea Sheer` 8-2, <br />3, For Tyoical Detal/s, see Sheep`s B-2 and B-3. <br />4. Fort HAUNCH DETAIL�yEE hHEET B-8. <br />ESTIMATED QUANTITIES <br />NOT GUARANTEED <br />ITEM No. <br />ITEM <br />QUANTITY': <br />ll4.4 <br />DernoJifio/7-of Bridge Superstructure <br />(Bridge No. 7.19) <br />4 o <br />class I BIYUr17ir70us Concrete <br />5 TOWS . <br />Paveea7 Type l- / <br />m <br />4602 <br />Classl Dense Protective (3otton7) <br />5 TOMS <br />Course for Bridges <br />685.15 <br />�na5o�.i2,1 <br />�o,�tii~f� a}"I <br />l280L.F <br />995.04 <br />DC1176rE STrzUctUQE 8R1126E k10. 1,141 <br />1 L. 4. <br />MINUTEMAN BIKEWAY <br />ISSUED FOR CONSTRUCTION <br />DATE DESCRIPTION <br />USE ONLY PRINTS OF LATEST DATE <br />SHEET; B-12 OF 15 1 SHEETS <br />