HomeMy WebLinkAboutFile9063 HWY 00910
EXISTING FRAMING PLAN
SCALE: 3/16"=I'-0"
/ Timber Curbs, Ties And ,C'oiis
fo be ,Pemoved.
..SECTION A- A
SCALE :3/8"= I' -O"
SECTION B - B
SCALE: 3/16"=
Existing Floor Beam
PROPOSED DECK PLAN
SCALE: 3/16"= I'-0"
Existing Granite
gbutmenf
lddif. C'emf.}
DETAIL. "8"
N.T.S.
e5 @/2 ti
�B
;QQ
7 For Locus P/an see Sheaf B-1.
2. For Genera/ .Nates, see Sheet B-2.
3. For Typical Defcrits, see Sheets B-2 and 8-3,
4. Fore NA1..aULH Dr=TAt1_,1:5EE 5HEE'f Pa- 95
,bridge ,Failing /2l
Q Frisfinc� Glyder"B''
i'
II
Proo. Fin. Gr.
Sta- 389f 2/.70 I
2 1.58
Fx is r<iny Grgnife I
rens �„ �— Existing Girder A
8rid9e Payling �2
Existing Granit
13acAlwaii. (See
DPfails Ie2 0n Shy
FOREST ST. RR BR. N0. 7.64
PUB RD. STATE FED. AID PROD. N0. FISCAL
I%" Class I Top COUYSQ Bituminous Concrete
Puvement Type OVGY l%" Class I Dense Pro -
����
7' ° }-------- ----- - � ,tective Bottom Course For Bridges
Over 2 -Ply l7embrcne Wc�ferproofing,
qExist Girder l2' -D"
8 Equal Spaces
I 1!
I B /2N V-0 Blk e W6
�
Y'mW
TOTAL
DIV. NO.
v
2�f
YEAR
NO.
SHEETS
t
EXISTING FRAMING PLAN
SCALE: 3/16"=I'-0"
/ Timber Curbs, Ties And ,C'oiis
fo be ,Pemoved.
..SECTION A- A
SCALE :3/8"= I' -O"
SECTION B - B
SCALE: 3/16"=
Existing Floor Beam
PROPOSED DECK PLAN
SCALE: 3/16"= I'-0"
Existing Granite
gbutmenf
lddif. C'emf.}
DETAIL. "8"
N.T.S.
e5 @/2 ti
�B
;QQ
7 For Locus P/an see Sheaf B-1.
2. For Genera/ .Nates, see Sheet B-2.
3. For Typical Defcrits, see Sheets B-2 and 8-3,
4. Fore NA1..aULH Dr=TAt1_,1:5EE 5HEE'f Pa- 95
,bridge ,Failing /2l
Q Frisfinc� Glyder"B''
i'
II
Proo. Fin. Gr.
Sta- 389f 2/.70 I
2 1.58
Fx is r<iny Grgnife I
rens �„ �— Existing Girder A
8rid9e Payling �2
Existing Granit
13acAlwaii. (See
DPfails Ie2 0n Shy
FOREST ST. RR BR. N0. 7.64
PUB RD. STATE FED. AID PROD. N0. FISCAL
I%" Class I Top COUYSQ Bituminous Concrete
Puvement Type OVGY l%" Class I Dense Pro -
����
7' ° }-------- ----- - � ,tective Bottom Course For Bridges
Over 2 -Ply l7embrcne Wc�ferproofing,
qExist Girder l2' -D"
8 Equal Spaces
I 1!
I B /2N V-0 Blk e W6
�
SHEEP
TOTAL
DIV. NO.
YEAR
NO.
SHEETS
t
MASS.
19
GJ 5
SPP Post Bose �-5®Sh"(T.& B.)
Co/9/on
{ �_ Slab Thiceness
nect
I Detail on Sht.B- 2 2„ Varies
N 2„C`
To Boston (�
r4ts
I�I I 5/ops ¢Per ff
-- —�- Bfkewoy i —� Prop. Fin. Gr
389.68.70
I FL.i2/.37
Exisfin 9
- Granite
Bocewoll
8 f uo/ S aces
ni a u/.'lt
0
Exist. Girder
l2` � Sec° Post $oSe_ _
Connection.: u
D�fai l This Sh .
Cansiructioq cit_
�5Ga17
CL.
I'- 0"
/S
/21CL.
8
1'-0"
Ex/sting Grorrife
BacKway. (See Deloi/s /,-2
917 Sheet 8-3-)
NOTES:
0
DECK SECTION (PROPOSED)
SCALE: 1/2"z
'oma
-A? TW 15
cut�t3
LUE-
.
ESTIMATED QUANTITIES
NOT GUARANTEED
ITEM No. ITEM QUANTITY
Demolition of Bric/g¢ Superstrcrcfure
1114.5 (Bridge No. 7 6�)
C/ass I Bituminous Concrete
�t60 pgv¢rn¢nt Typ I -i 3.7 TONS
462 Mass I Dense Protective (Bottom) 3 7 IONS
Course For BYidgetls�
685.15 OM
tt
512” T�
_MINUTEMAN BIKEWAY
1w 10000 2K 1
ISSUED` FOR CONSTRUCTION
DATE DESCRIPTION
USE ONLY PRINTS OF LATES
SHEET 8-11 OF 15` SHEETS
W
960 L.F.
"I `l �i.O�i
821 els E 5T2.i.lGTl1R.E, P(Ia pL-s � taD. 7. lud.
1 L �.
_MINUTEMAN BIKEWAY
1w 10000 2K 1
ISSUED` FOR CONSTRUCTION
DATE DESCRIPTION
USE ONLY PRINTS OF LATES
SHEET 8-11 OF 15` SHEETS
W