HomeMy WebLinkAboutFile9063 HWY 0090I
— SIeP / stringers
(8ui/f-Up Sec'/ions)
F►A
Railinq 11¢„
t
Exisfing G"ronife
Bock'wo// '
( O
To Boston
PrOp. Fr'n..Or -
Sta. 361-'00.85
BL. 153,_3 3 t
Timber Ties
EXISTING FRAMING PLAN
SC A L E: 1/�, =1'- 0"
.111 Existing lea/ls, 71'nher 7ic's
SECTION A—A
H
SCALE:3/g =II -0"
Brrdcte l'oiling 1¢ ;
/ Sfr ngers
-Up Sections)
'ling Granite
tm en t
Existing Granite_
'Bacew al/
(See Details /` 2
on Sheet 8-3)
PAVE
DE51
"iLAi
? c`aual SOOCe s
-1-
BiKewa y
4-
2 Eaual Sooces
PROPOSED DECK PLAN
SCALE:I/4I=1'-0"
14"
Existing Groni to
Bacrwall
To Bo slon
-\41
Prop. Fin. Or. a
Va. 3G/7116,35 3"
EL. /53. 24
Bridge Boiling 4L-3 With
Aluminum Protective Screen
TYPE _
r -Existing Steel Stringer
frislinq Granite .4bufinenf
ELEVATION
SCALE:3/8= 1'-0"
SCALE 3/4'-
JIL JIL JIL JIL JIL JIL
2'-0i j Exi s fin g Beams and Spacing to ,Q�moirl 3'- l2
�1
0
3�
�ExislIng
Groni fe B a c k wa/l
(See De foils / e 2
on Sheet B-3)
yuPPort-r L (AW&LE)
17 WITH (LO,riL1QE
:V EU17 OPT100AL)
Tr I & I,rL
DECK SECTION
SCALE: I/2=I=0"
MILL BROOK RR BR. NO. 8.19
(SUCKER BROOK)
Pus RD'
I STATE
i
FISCAL
SHEET
TOTAL
DIY. NO.
? C.S.
YEAR
NO..
SHEETS
1
MASS.
19
I�
1110
I
Class 1 Dense Protective (Bottom)46-2
l,� TO1VS
rum.
X085.15
M,A0vON2� ,�iN'C►-f O
'96/'0 L.F
1195.0ro
1321176E ST2L4GTt12E,F3Ril7LsE Lt0.6.117
/1 L.h.
Railinq 11¢„
t
Exisfing G"ronife
Bock'wo// '
( O
To Boston
PrOp. Fr'n..Or -
Sta. 361-'00.85
BL. 153,_3 3 t
Timber Ties
EXISTING FRAMING PLAN
SC A L E: 1/�, =1'- 0"
.111 Existing lea/ls, 71'nher 7ic's
SECTION A—A
H
SCALE:3/g =II -0"
Brrdcte l'oiling 1¢ ;
/ Sfr ngers
-Up Sections)
'ling Granite
tm en t
Existing Granite_
'Bacew al/
(See Details /` 2
on Sheet 8-3)
PAVE
DE51
"iLAi
? c`aual SOOCe s
-1-
BiKewa y
4-
2 Eaual Sooces
PROPOSED DECK PLAN
SCALE:I/4I=1'-0"
14"
Existing Groni to
Bacrwall
To Bo slon
-\41
Prop. Fin. Or. a
Va. 3G/7116,35 3"
EL. /53. 24
Bridge Boiling 4L-3 With
Aluminum Protective Screen
TYPE _
r -Existing Steel Stringer
frislinq Granite .4bufinenf
ELEVATION
SCALE:3/8= 1'-0"
SCALE 3/4'-
JIL JIL JIL JIL JIL JIL
2'-0i j Exi s fin g Beams and Spacing to ,Q�moirl 3'- l2
�1
0
3�
�ExislIng
Groni fe B a c k wa/l
(See De foils / e 2
on Sheet B-3)
yuPPort-r L (AW&LE)
17 WITH (LO,riL1QE
:V EU17 OPT100AL)
Tr I & I,rL
DECK SECTION
SCALE: I/2=I=0"
MILL BROOK RR BR. NO. 8.19
(SUCKER BROOK)
Pus RD'
I STATE
I FED. AID PROD. N0.
FISCAL
SHEET
TOTAL
DIY. NO.
? C.S.
YEAR
NO..
SHEETS
1
MASS.
19
60
1951
NOTES:
1. For Locus Plan, see Sheet 8-1 .
2. For General Holds, see Sheat 3-2 .
3. For Typical Details, see Sheets 45-2 and 8-3 .
ESTIMATED QUANTITIES
NOT GUARANTEED -
ITEM No.
ITEM
QUANTITY
114.6
Demolilion of Bridge Superslruefure
? C.S.
(Bridge No.8.19)
460
Goss• I Bituminous Concrete
1,TDNS
pavement Type I-1
Class 1 Dense Protective (Bottom)46-2
l,� TO1VS
Course for Bridges
X085.15
M,A0vON2� ,�iN'C►-f O
'96/'0 L.F
1195.0ro
1321176E ST2L4GTt12E,F3Ril7LsE Lt0.6.117
/1 L.h.
MINUTEMAN BIKEWAY
-mt I�
o o m o ISSUED FOR CONSTRUCTION
Q Y W
� � o � DATE DESCRIPTION
1w USE ONLY PRINTS OF LATEST DATE
-SHEET-R10-0F l5 SHEETS