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HomeMy WebLinkAboutFile9063 HWY 0092W m } m W m W v 6 z 9 5 0 5 0 Gtr it It _Gtr Bridge Rail%ng AL -3 _Wl"M A/um. Proteclive Screen TYP E = —Timber Plaar Sldewahr FO A Timber Po sf (Typ) EXIS7IA16; r5TEEL--i (.* A C-OL.UNA JS TO 15r= r-owcZETE ENGA51=17 5EE ° FEC--nONJ S -B Fo fL L i M'Tti Lim \—Timber P/anY SideVua/K EXISTING FRAMING PLAN SC ALE:3/16=1'-0" All T/mbPr Posts. Timber Framino SECTION A -A NTS /G`- 3" IV -0" 0 51Keway %4 Class I Top Course Bituminous Concrele Pavement Type I-1 Over 1140)Class I Dense Prolective eattom Course For -Bridges- Over 2 -Ply Membrane Waferrproofr'ng, For Curb Defdil, See Sheet 8-3 AT TH14 Slab ThicKness Cu>'i LIME Vorle s 2"CL, S/oae 4Per Ft, �P� T T T�i�z J. 9'- L DECK SECTION SCALE: '/2=1'-0" 1mi 4%' 3rideeai/ing%4" 9 Equal Spaces >ffin doinfs /¢' o" /o' 9" 1 /o' 9" 1 /4'-0" COL FED. AID PROJ. NO. i + B _ DIY. NO. —. YEAR N0. SLEETS 1 MASS. 19 Boston 95 i 5 TOMS Pro,o, Fin. Gr. ewa y To EX/Sliny Granite Sta.4/3�22.75 l280L.F Sta.4/3,72.25 Bac ,wall EL. 94.3/ EL. 9 3. 72' 7nkS -.__-____--___ Paraffin ooinls --------- o _ ..___ .._ /4� D' / o'- 9" /0 9 __------------- --� �- /4' 0`� - (See DPton Sh. B-3) , 43rr'dge,Pailing 14 9 Equal- Spaces .. _-- _ i Timber Ph EXIS7IA16; r5TEEL--i (.* A C-OL.UNA JS TO 15r= r-owcZETE ENGA51=17 5EE ° FEC--nONJ S -B Fo fL L i M'Tti Lim \—Timber P/anY SideVua/K EXISTING FRAMING PLAN SC ALE:3/16=1'-0" All T/mbPr Posts. Timber Framino SECTION A -A NTS /G`- 3" IV -0" 0 51Keway %4 Class I Top Course Bituminous Concrele Pavement Type I-1 Over 1140)Class I Dense Prolective eattom Course For -Bridges- Over 2 -Ply Membrane Waferrproofr'ng, For Curb Defdil, See Sheet 8-3 AT TH14 Slab ThicKness Cu>'i LIME Vorle s 2"CL, S/oae 4Per Ft, �P� T T T�i�z J. 9'- L DECK SECTION SCALE: '/2=1'-0" 1mi 4%' 3rideeai/ing%4" 9 Equal Spaces >ffin doinfs /¢' o" /o' 9" 1 /o' 9" 1 /4'-0" v? 4 t: Existing Granite ?j BaC)rWall. Typical a1� A 0. d f s d PROPOSED DECK PLAN SCALE: 3/s=1'-0" Bridge ,eailin9 AL -3 Wifh A/urn. Protecr`ive Screen TYPE 2 Eac (See Details l 2 on Sheet 8.3. 1 r � N 8 G I 4„ �---Ext s l/n g Girder ij Fxisfing Granir`e ,4butmen�s - LIMIT OF LONCZF-TE C g " G ENG.A'iEMEQ r u u � (TYP. WE�TE2L`i C,oLUM�6) {{ SECTION C -C SCALE:I"=I'-0" 43 Ties 6-)/0" (Typ •) SECTION B -B SCALE:3/S=1'-0" 14" --B I 1 To Boslol;i i Exis lr'ng Granite bacewoll 19 NOTES: BRATTLE ST. RR BR. NO. 7.19 PUB RD. I FED. AID PROJ. NO. i + B _ DIY. NO. —. YEAR N0. SLEETS 1 MASS. 19 Boston 95 Classl Dense Protective (3otton7) 5 TOMS Pro,o, Fin. Gr. ewa y Prop. Fina Gr. EX/Sliny Granite Sta.4/3�22.75 l280L.F Sta.4/3,72.25 Bac ,wall EL. 94.3/ EL. 9 3. 72' 7nkS -.__-____--___ Paraffin ooinls --------- o _ ..___ .._ /4� D' / o'- 9" /0 9 __------------- --� �- /4' 0`� - (See DPton Sh. B-3) , 43rr'dge,Pailing 14 9 Equal- Spaces .. _-- _ v? 4 t: Existing Granite ?j BaC)rWall. Typical a1� A 0. d f s d PROPOSED DECK PLAN SCALE: 3/s=1'-0" Bridge ,eailin9 AL -3 Wifh A/urn. Protecr`ive Screen TYPE 2 Eac (See Details l 2 on Sheet 8.3. 1 r � N 8 G I 4„ �---Ext s l/n g Girder ij Fxisfing Granir`e ,4butmen�s - LIMIT OF LONCZF-TE C g " G ENG.A'iEMEQ r u u � (TYP. WE�TE2L`i C,oLUM�6) {{ SECTION C -C SCALE:I"=I'-0" 43 Ties 6-)/0" (Typ •) SECTION B -B SCALE:3/S=1'-0" 14" --B I 1 To Boslol;i i Exis lr'ng Granite bacewoll 19 NOTES: BRATTLE ST. RR BR. NO. 7.19 PUB RD. STATE FED. AID PROJ. NO. FISCAL SLEET TOTAL DIY. NO. YEAR N0. SLEETS 1 MASS. 19 192 95 /. For Locus Plan, see Sheep 3-/ . 2. For Genera/ Loves, sea Sheer` 8-2, 3, For Tyoical Detal/s, see Sheep`s B-2 and B-3. 4. Fort HAUNCH DETAIL�yEE hHEET B-8. ESTIMATED QUANTITIES NOT GUARANTEED ITEM No. ITEM QUANTITY': ll4.4 DernoJifio/7-of Bridge Superstructure (Bridge No. 7.19) 4 o class I BIYUr17ir70us Concrete 5 TOWS . Paveea7 Type l- / m 4602 Classl Dense Protective (3otton7) 5 TOMS Course for Bridges 685.15 �na5o�.i2,1 �o,�tii~f� a}"I l280L.F 995.04 DC1176rE STrzUctUQE 8R1126E k10. 1,141 1 L. 4. MINUTEMAN BIKEWAY ISSUED FOR CONSTRUCTION DATE DESCRIPTION USE ONLY PRINTS OF LATEST DATE SHEET; B-12 OF 15 1 SHEETS