HomeMy WebLinkAboutFile9063 HWY 0013Guard Rail
STA.61.1-00 To Sta. 63+30,L -t-
3 77A. (o
3+30Lt37"A.(o 3 t 82 To Sta. 65 t 0o LTL �, R.t:
STA. 654-35 To Sta.68t90 L -)L
S TA. 6 6 t 90 To 5 fa. 76 t 00 R f
i STA. 88 f oo 7o Sta. 94 too Lt 4Rt. For Intersection Detal/
See Sheet No. 5/
q 4 1 1/4'%Ft, PC'
� k3ottam Of S/ope.---� _ ��� SRW_-�
60 -- -- 107__-------- 62 ---
G1
�2
31 APP X. 1914 R.R. L.O.
�8 S7 2PC-
\ 5RR 1�
i APPROX. 1914 R.R. L.O.n:
9L OAS
Pro Swin Gates�2(� BRIDGE N0. 13.79
<Typ.) F
dill a5 d to vd6
level plart�orrn -�r bt?p)
Path - pmvlde a m 6,
o� 2'-o' Shoblder.
op. 3"Class Z Bit. ConC.
vement Type 1-1 (Typ)
APPROX. 1914 R.R. L.O.
APPROX. 1914 R.R. L.O.
For JnterSeCt%O/I Detai/
See Sheet Alo. 5 l
APPROX.•
X1/1®
APPROX. 1914 R.R. L.O.
HORIZONTAL SCALE IN FEET
7J
TracK Removal
STA.l0-i-00
To
STa.
63 t30 f
3TA. 63-k So
To
Sta.
76t00f
STA. 76t 30
To
5�'a.
96f50 t
STA. 8&+95
To
5ta.1464-00t
SHEETS
14/
Prop• 3" Glass 131*t. CornC.
Pavement Type I-1 (Typ.)�
I AL
Jc.
Prop. BiKewoy
BEDFORD -i -ARLINGTON
MINUTEMAN BIKEWAY
S- 6 Bottom Of Slope J l
tiq I
\V_ �. Prop. ,Dec/f, See
Shmee-t- No. 8-5
For Intersection Oetoll —
See Sheet No. 5
SPS.
ISA 2J
6R W
M
1011111111111111111
La
PUB RD.
DIY. NO.
STATE
FED. AID PRO!. NO.
FISCAL•
YEAR
SHEET
' TOTAL
i'
Of Slope�y`
NO.
SHEETS
--
Bottom
--
I
MASS.
--
19
1 j.5
115
��5
2SA
S- 6 Bottom Of Slope J l
tiq I
\V_ �. Prop. ,Dec/f, See
Shmee-t- No. 8-5
For Intersection Oetoll —
See Sheet No. 5
SPS.
ISA 2J
6R W
M
1011111111111111111
La
i'
Of Slope�y`
���
R1N
--
Bottom
--
--
6JP
��5
2SA
SPS
"`�--
0
Z,
WETLANDS-- _ ,,_
PARKING
LOT
'
Q?
ui
/
D
-
Z
�
- -
Prop. BiKewa y &
i 1/4'
Q
3PT
-- - --
survey
i t2'
9e
2 -ME
3TC;
R-800"
L= 73.5
l 97
HYD +24 . 7
_._, .-p7.--.,
STD'
Rc
87
_-
-
__
1475 G=73.5" i
e
gottom Of S/oP_----
..-
-
..., ----
7 V.
_ _ I
QST
2ME
I
J
W2TC:
_ ..--z- WETLANDS --Z .....: -..
fl
y,.
SFS—
U
3PT—
L
<
For Traffic
.S MIS
=
See Sheet No. 45
—
For Profile,
-See S17eei= No.`14-