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HomeMy WebLinkAboutFile9063 HWY 0088W m ID �0W0m0 Q Z Y Y V V 395055 Is 1 Timber T/es Bridge ,Coilir7 Exi s frog Gran Bac Kwal/ Prop, F/n. Or To Bos ton Sta.14 9t 96.95 EL. /85. /7 4A ' Br/dge ,Po/ EXISTING FRAMING PLAN SCALE:%q'=1=0" A// T/tuber framing above - t / t _ _ . 1 . , _ . - J SECTION A -A SCALE:3/8=I'-0" 'ng Stringers 14„ 25=0 Yt) 4 Equal Spaces /O'-0 Paraffin Joint I i Is �* A FED. AID PROD. N0. FISCAL SHEET +IF I ! Timber- P/an K l 14.8 I � i Slde wa/K 1 SHEETS 1 _ t -o V Bi Ke way I �I'�-r -1i___-------------� -r,� r 95 To 4 2 r i 2.� TONS COfl5.15 MAhOtJfG JDINTy + + BIZID6E ' Slee l ling I/4"� 4 Equal Spaces /4 <S, `—Stringers 41 1 I , 1 Timber T/es Bridge ,Coilir7 Exi s frog Gran Bac Kwal/ Prop, F/n. Or To Bos ton Sta.14 9t 96.95 EL. /85. /7 4A ' Br/dge ,Po/ EXISTING FRAMING PLAN SCALE:%q'=1=0" A// T/tuber framing above - t / t _ _ . 1 . , _ . - J SECTION A -A SCALE:3/8=I'-0" 'ng Stringers 14„ 25=0 Yt) 4 Equal Spaces /O'-0 Paraffin Joint I i Is PROPOSED DECK PLAN SCALE: 1/4=1'-0" Bridge Poilin9 4&3 W/lh �Zxisfing Granite 5acKwa/l Boston e Prop. F/n. Gr. v `Xfa-/50 t2/,95 EL. 18 5.37 �roffin Joini ?e Detail on Sht. B -3J (I f-fxisling Steel Slringer I Existing Granite Abutment - — -------------- SOUTH ELEVATION SCALE:%=1'-0" HAUNCH DETAIL SCALE= I"= 1 -0 -fs /CO'- 3 ,l l2' O" 31'1<(?way /!¢" C/ass I Top Course Bifum/nous Concrete Pavement 7yoe I- / Over ll' C/ass I Dense Profeclive Bottom Course for Br/dges Over 2- P/y Membrane Waterproofing. For Curb Detail, �See CSh t ,6 - 3 T e,6 S/ape ¢ PPr Ft` Stab Thickness Exist/ng Beams and Spac Exi sting Granite BacKwa//. Typical 41 Each End of Bridge. (See Details / � 2 On Sheet 63.) DECK SECTION SCALE: %=1'--0" to Verna/n PULLEY RR BR. N0. 12.16 PUB RD. I STATE FED. AID PROD. N0. FISCAL SHEET +IF + l 14.8 YEAR NO. SHEETS 1 ife t -o V Bi Ke way I I c3 S 95 To 4 2 Course For Br'idgPs 2.� TONS COfl5.15 MAhOtJfG JDINTy + + BIZID6E 1 L.S. ling I/4"� 4 Equal Spaces /4 <S, PROPOSED DECK PLAN SCALE: 1/4=1'-0" Bridge Poilin9 4&3 W/lh �Zxisfing Granite 5acKwa/l Boston e Prop. F/n. Gr. v `Xfa-/50 t2/,95 EL. 18 5.37 �roffin Joini ?e Detail on Sht. B -3J (I f-fxisling Steel Slringer I Existing Granite Abutment - — -------------- SOUTH ELEVATION SCALE:%=1'-0" HAUNCH DETAIL SCALE= I"= 1 -0 -fs /CO'- 3 ,l l2' O" 31'1<(?way /!¢" C/ass I Top Course Bifum/nous Concrete Pavement 7yoe I- / Over ll' C/ass I Dense Profeclive Bottom Course for Br/dges Over 2- P/y Membrane Waterproofing. For Curb Detail, �See CSh t ,6 - 3 T e,6 S/ape ¢ PPr Ft` Stab Thickness Exist/ng Beams and Spac Exi sting Granite BacKwa//. Typical 41 Each End of Bridge. (See Details / � 2 On Sheet 63.) DECK SECTION SCALE: %=1'--0" to Verna/n PULLEY RR BR. N0. 12.16 PUB RD. I STATE FED. AID PROD. N0. FISCAL SHEET TOTAL DIY. NO. l 14.8 YEAR NO. SHEETS 1 MASS. 4 G O 19 c3 S 95 3'-1 8r/dge l'ol'ling .41-3 W/fh Wam. Protecrlve Screen TYP E Z A-' 71415 GUIZP LWE NOTES: /. For Locus Plan, see Sheet 8-1. 2. For General Notes, see Sheet B-2. 3. For Typical DePo/ls, see Sheets 8-2 and B-3. ESTIMATED QUANTITIES NOT GUARANTEED ITEM No. ITEM QUANTITY` Demollfion of Bridge Superstructure l 14.8 (Br/dge No. 10.16) C/a'ss'I.8ituminous ConcrP to 4 G O Pavement Tgpe I-/ 01a TONS C/ass I Der7se ProfPcY`ive �Bofforri) 4 2 Course For Br'idgPs 2.� TONS COfl5.15 MAhOtJfG JDINTy 1200 L. F. 995.0 BIZID6E 1 L.S. MINUTEMAN BIKEWAY ISSUED FOR CONSTRUCTION DATE DESCRIPTION USE ONLY PRINTS OF LATEST SHEET 6-8 OF 15 SHEETS J I