HomeMy WebLinkAboutFile9063 HWY 0088W m ID
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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
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