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W m ID <br />�0W0m0 <br />Q Z Y Y <br />V V <br />395055 <br />Is <br />1 <br />Timber T/es <br />Bridge ,Coilir7 <br />Exi s frog Gran <br />Bac Kwal/ <br />Prop, F/n. Or <br />To Bos ton Sta.14 9t 96.95 <br />EL. /85. /7 <br />4A ' Br/dge ,Po/ <br />EXISTING FRAMING PLAN <br />SCALE:%q'=1=0" <br />A// T/tuber framing above <br />- t / t _ _ . 1 . , _ . - J <br />SECTION A -A <br />SCALE:3/8=I'-0" <br />'ng <br />Stringers <br />14„ <br />25=0 Yt) <br />4 Equal Spaces <br />/O'-0 Paraffin Joint <br />I i Is <br />�* A <br />FED. AID PROD. N0. <br />FISCAL <br />SHEET <br />+IF <br />I ! <br />Timber- P/an K <br />l 14.8 <br />I � i <br />Slde wa/K 1 <br />SHEETS <br />1 <br />_ <br />t <br />-o <br />V <br />Bi Ke way <br />I <br />�I'�-r -1i___-------------� <br />-r,� r <br />95 <br />To <br />4 2 <br />r <br />i <br />2.� TONS <br />COfl5.15 <br />MAhOtJfG JDINTy <br />+ <br />+ <br />BIZID6E <br />' Slee l <br />ling <br />I/4"� <br />4 Equal Spaces /4 <br /><S, <br />`—Stringers <br />41 <br />1 I , <br />1 <br />Timber T/es <br />Bridge ,Coilir7 <br />Exi s frog Gran <br />Bac Kwal/ <br />Prop, F/n. Or <br />To Bos ton Sta.14 9t 96.95 <br />EL. /85. /7 <br />4A ' Br/dge ,Po/ <br />EXISTING FRAMING PLAN <br />SCALE:%q'=1=0" <br />A// T/tuber framing above <br />- t / t _ _ . 1 . , _ . - J <br />SECTION A -A <br />SCALE:3/8=I'-0" <br />'ng <br />Stringers <br />14„ <br />25=0 Yt) <br />4 Equal Spaces <br />/O'-0 Paraffin Joint <br />I i Is <br />PROPOSED DECK PLAN <br />SCALE: 1/4=1'-0" <br />Bridge Poilin9 4&3 W/lh <br />�Zxisfing Granite <br />5acKwa/l <br />Boston <br />e <br />Prop. F/n. Gr. v <br />`Xfa-/50 t2/,95 <br />EL. 18 5.37 <br />�roffin Joini <br />?e Detail on Sht. B -3J <br />(I f-fxisling Steel Slringer I <br />Existing Granite Abutment - — <br />-------------- <br />SOUTH ELEVATION <br />SCALE:%=1'-0" <br />HAUNCH DETAIL <br />SCALE= I"= 1 -0 <br />-fs <br />/CO'- 3 ,l <br />l2' O" 31'1<(?way <br />/!¢" C/ass I Top Course Bifum/nous <br />Concrete Pavement 7yoe I- / Over <br />ll' C/ass I Dense Profeclive Bottom <br />Course for Br/dges Over 2- P/y <br />Membrane Waterproofing. <br />For Curb Detail, <br />�See <br />CSh t ,6 - 3 <br />T e,6 <br />S/ape ¢ PPr Ft` Stab Thickness <br />Exist/ng Beams and Spac <br />Exi sting Granite BacKwa//. <br />Typical 41 Each End of Bridge. <br />(See Details / � 2 On Sheet 63.) <br />DECK SECTION <br />SCALE: %=1'--0" <br />to Verna/n <br />PULLEY RR BR. N0. 12.16 <br />PUB RD. <br />I STATE <br />FED. AID PROD. N0. <br />FISCAL <br />SHEET <br />+IF <br />+ <br />l 14.8 <br />YEAR <br />NO. <br />SHEETS <br />1 <br />ife <br />t <br />-o <br />V <br />Bi Ke way <br />I <br />I <br />c3 S <br />95 <br />To <br />4 2 <br />Course For Br'idgPs <br />2.� TONS <br />COfl5.15 <br />MAhOtJfG JDINTy <br />+ <br />+ <br />BIZID6E <br />1 L.S. <br />ling <br />I/4"� <br />4 Equal Spaces /4 <br /><S, <br />PROPOSED DECK PLAN <br />SCALE: 1/4=1'-0" <br />Bridge Poilin9 4&3 W/lh <br />�Zxisfing Granite <br />5acKwa/l <br />Boston <br />e <br />Prop. F/n. Gr. v <br />`Xfa-/50 t2/,95 <br />EL. 18 5.37 <br />�roffin Joini <br />?e Detail on Sht. B -3J <br />(I f-fxisling Steel Slringer I <br />Existing Granite Abutment - — <br />-------------- <br />SOUTH ELEVATION <br />SCALE:%=1'-0" <br />HAUNCH DETAIL <br />SCALE= I"= 1 -0 <br />-fs <br />/CO'- 3 ,l <br />l2' O" 31'1<(?way <br />/!¢" C/ass I Top Course Bifum/nous <br />Concrete Pavement 7yoe I- / Over <br />ll' C/ass I Dense Profeclive Bottom <br />Course for Br/dges Over 2- P/y <br />Membrane Waterproofing. <br />For Curb Detail, <br />�See <br />CSh t ,6 - 3 <br />T e,6 <br />S/ape ¢ PPr Ft` Stab Thickness <br />Exist/ng Beams and Spac <br />Exi sting Granite BacKwa//. <br />Typical 41 Each End of Bridge. <br />(See Details / � 2 On Sheet 63.) <br />DECK SECTION <br />SCALE: %=1'--0" <br />to Verna/n <br />PULLEY RR BR. N0. 12.16 <br />PUB RD. <br />I STATE <br />FED. AID PROD. N0. <br />FISCAL <br />SHEET <br />TOTAL <br />DIY. NO. <br />l 14.8 <br />YEAR <br />NO. <br />SHEETS <br />1 <br />MASS. <br />4 G O <br />19 <br />c3 S <br />95 <br />3'-1 <br />8r/dge l'ol'ling .41-3 W/fh <br />Wam. Protecrlve Screen <br />TYP E Z <br />A-' 71415 GUIZP LWE <br />NOTES: <br />/. For Locus Plan, see Sheet 8-1. <br />2. For General Notes, see Sheet B-2. <br />3. For Typical DePo/ls, see Sheets 8-2 and B-3. <br />ESTIMATED QUANTITIES <br />NOT GUARANTEED <br />ITEM No. <br />ITEM <br />QUANTITY` <br />Demollfion of Bridge Superstructure <br />l 14.8 <br />(Br/dge No. 10.16) <br />C/a'ss'I.8ituminous ConcrP to <br />4 G O <br />Pavement Tgpe I-/ <br />01a TONS <br />C/ass I Der7se ProfPcY`ive �Bofforri) <br />4 2 <br />Course For Br'idgPs <br />2.� TONS <br />COfl5.15 <br />MAhOtJfG JDINTy <br />1200 L. F. <br />995.0 <br />BIZID6E <br />1 L.S. <br />MINUTEMAN BIKEWAY <br />ISSUED FOR CONSTRUCTION <br />DATE DESCRIPTION <br />USE ONLY PRINTS OF LATEST <br />SHEET 6-8 OF 15 SHEETS <br />J <br />I <br />