HomeMy WebLinkAbout83-1765 - Revised Sheet 6002HIGHWAY GUARD TYPE SS
STA 3+00 TO 3+80 RT
STA 3+10 TO 3+85 LT
STA 4+04 TO 4+28 LT
NORTH DENNIS ROAD CONSTRUCTION a
TRAFFIC SIGNAL CONDUIT
NONE
WATER SUPPLY ALTERATIONS
NONE
PROP LEACHING GALLEY
CFF IIFTAII
r
DRAINAGE\STRUCTURE DATA
STATION
-TYPE--
STATION
RIM ELEV.
NORTHING !
EASTING
BEGIN
STA
1 +00.00
PVI: STA = 2+80
ELEV. IN
ELEINV.V.
4713.02001
4939.5465
J
RADIUS =
LENGTH =
300.00"
111.42"
TANGENT
DELTA =
= 56.36"
21'16"47"
O1
CB
PT
2+11.42
--
5.42
2O
4822.4433
4956.8332
8.53
5.03
N19'37'02"E
141.33'
22.47 LT
PC
3+52.75
90' VC
wp
4955.569'5
5004.2823
K = 35.83
M40'
RADIUS =
LENGTH =
300.00'
275.93"
TANGENT
DELTA =
= 148.59"
52°41"58"
r
--
PT
BT28-68
- -
-
- -
m
5220.0427
4973.061
r
®
N33'04'56"W
4+55.5
34.8 RT
36"
5.01
5.01
'" SEE DETAIL`
END
STA
6+62.04
W
r c0
a
\
5247.9932
4954.8531
WATER SUPPLY ALTERATIONS
NONE
PROP LEACHING GALLEY
CFF IIFTAII
r
DRAINAGE\STRUCTURE DATA
N97
-TYPE--
STATION
RIM ELEV.
I�
REMARKS
PVI: STA = 2+80
ELEV. IN
ELEINV.V.
LOW POINT STA = 4+67.92
J
PVI: ELEV = 8.21
RADE
�I
O1
CB
2+50.0 RT -�,
8.92 �'
--
5.42
2O
LG
2+70.0
8.53
5.03
5.03
SEE DETAIL
22.47 LT
A.D. = 1.12
90' VC
wp
PR
DP 6.5" BOX
K = 35.83
M40'
O3
CB
4+68.0 LT
6.93
--
5.42
X
W
0
CL
LO
m
�
r
®
LG
4+55.5
34.8 RT
8.?4
5.01
5.01
'" SEE DETAIL`
It �
d
W
r c0
a
W
O
O
LG
48
7.171
4.89
4.89/
SEE DETAIL
-0.50%
g4RT
0) r
"\
--`
r
O6
LG
4+12.4
7.15
4.75 rt
--
SEE DETAIL
2+50 3+00 3+50
39.9 RT
4+50 5+00 5+50 6+00
TRANSITION MEET
�EX ST SUP RELOEVAT ON�TRANSITION-I- -2.0%
MEET I
SUPERELEVATION TRANSITION
ST SUPERELOEVATION
PROP GR
PROP COLD
12---1 1 --F--___-'
0
DATUr11 ELEV
-5.00
PROP HIGHWAY GUARD
(STEEL BACKED WOOD)
PROF SW TIMBER STAIRS
(SE� CONSTR DET)
GRAN CURB TRANSITION
BEGIN' CURB +03f-,
100" RIVER
TRANSITION -7 ' §
PROP GRAVEL 5 MP
5 PM PROP
MODIFIED
ROCKFILL
PROP TEMP
A OF EXCAVAT
PROP HIGH
(STEEL BA
EDGE OF WATER --F
DRAINAGE DETAILc
SEE BELOW
M/LL POND
y
REVISED SHEET 4 OF 11
" SHEET 6 OF 11 YARMOUTH
NORTH DENNIS ROAD
GENERAL PLAN & PROFILE
SHEET 6 OF 11
Li
w
I�
LOW POINT ELEV = 7.32
PVI: STA = 2+80
V
LOW POINT STA = 4+67.92
J
PVI: ELEV = 8.21
RADE
�I
PVI: STA = 4+70
MATCH EXIST
PROFILE
A. D. = 2.45
W
~n
W
PVI: ELEV = 7.26
K = 36.72
A.D. = 1.12
90' VC
wp
PR
DP 6.5" BOX
K = 35.83
M40'
VC
X
W
0
CL
LO
m
U
j
r
PROP
GRADE
It �
d
W
r c0
a
W
O
(0 d
Lnd
-0.50%
7 J > J
a w o
0) r
cd r�:
--`
r
r
r
REVISED SHEET 4 OF 11
" SHEET 6 OF 11 YARMOUTH
NORTH DENNIS ROAD
GENERAL PLAN & PROFILE
SHEET 6 OF 11
cc
C6
HORIZONTiL
40 0 40 80
8 0 8 16
VERTICAL
SCALE IN FEET
PRO GRAVEL
00" WETLAND �BUFFER ZONE
200" RIVERFRONT ZONE
\\m awa tr\te\07630\cad\te\pl an set\07630gen. d wg
Li
w
I�
V
J
J
EXIST G
RADE
�I
MATCH EXIST
PROFILE
W
~n
W
1
wp
PR
DP 6.5" BOX
CULVERT
LUJ
X
W
0
CL
co
N
co
O
jr-
LOr7
r c0
N
N
(
00
O
(0 d
Lnd
p
07
0) r
cd r�:
r
r
r
r
r
1+50 2+00
2+50 3+00 3+50
4+00
4+50 5+00 5+50 6+00
TRANSITION MEET
�EX ST SUP RELOEVAT ON�TRANSITION-I- -2.0%
MEET I
SUPERELEVATION TRANSITION
ST SUPERELOEVATION
I
PROFILE -
NORTH
DENNIS ROAD
cc
C6
HORIZONTiL
40 0 40 80
8 0 8 16
VERTICAL
SCALE IN FEET
PRO GRAVEL
00" WETLAND �BUFFER ZONE
200" RIVERFRONT ZONE
\\m awa tr\te\07630\cad\te\pl an set\07630gen. d wg