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