legend · 2019-10-26 · +75.00 a m y a v e .= s t a 0 +00.0 a m y v e . s t a. 8 +90.00 w o d r id...
Post on 04-Jan-2020
5 Views
Preview:
TRANSCRIPT
2' T
c
c
A
c
c
A
c
c
A
c
c
A
c
c
A
c
c
A
c
c
A
cc
c
A
c
A
c
c
A
c
c
c
A
c
c
c
A
c
c
A
c
c
A
c
c
c
A
c
c
c
A
c
c
c
c
A
c
ccA
c
c
A
c
c
A
c
c
c
A
c
c
A
c
c
A
c
A
c
c
c
c
A
c
c
A
c
c
A
c
c
c
c
c
A
82085-1234-14
STA. 196+00.00
BEGIN PROJ. NO. STP-126(16) (CONST.)
STA. 50+00.00 WARPATH DR.
STA. 50+00.00 EAST CENTER ST.=
STA. 198+95.55 S.R. 126 =
STA. 50+00.00 CENTRAL ST.
STA. 203+57.99 S.R. 126 =
STA. 50+00.00 PARKERSON DR.
STA. 205+24.52 S.R. 126 =
STA. 50+00.00 CONWAY DR.
STA. 208+78.59 S.R. 126 =
STA. 50+00.00 WOODSIDE DR.
STA. 212+43.12 S.R. 126 =
STA. 50+00.00 OREBANK RD.
STA. 218+82.87 S.R. 126 =
STA. 10+00.00 LYNNBROOK LN.
STA. 43+74.24 OREBANK RD.=
STA. 40+00.00 RAMP D
STA. 235+36.51 S.R.126 =
STA. 20+00.00 RAMP B
STA. 234+52.41 S.R.126 =
STA. 50+00.00 HILLCREST DR.
STA. 233+53.13 S.R.126 =
STA. 10+00.00 RAMP A
STA. 239+71.42 S.R.126 =
STA. 50+00.00 STRATFORD RD.
STA. 242+36.48 S.R. 126=
STA. 30+00.00 RAMP C
STA. 241+14.99 S.R.126, 35.5' LT =
MILTON CT.
STA. 50+00.00 HEATHER LN./
STA. 248+88.97 S.R. 126=
STA. 50+00.00 KITE ST.
STA. 254+55.13 S.R. 126=
STA. 50+00.00 BEVERLY HILL ST.
STA. 261+29.76 S.R. 126=
STA. 50+00.00 GLENWOOD ST.
STA. 270+11.35 S.R. 126=
STA. 350
+00.00 A
MY
CT.
STA. 245
+75.00 A
MY
AVE.=
STA. 250
+00.00 A
MY
AVE.
STA. 48+
90.00
WOODRI
DGE AVE.
=
190 195 200 205
210
215
220
225
230
235
240
245
250
255
260
265
270
45
55
45
40
45
55
9000
9010
9015
9020
STA. 196+88.00
BEGIN PROJ. NO. STP-126(16) (R.O.W.)
{
TDOTSULLIVAN TDOT
SULLIVAN
TYPICAL SECTION - SEGMENT 1
EXISTING GROUND
SIDEWALK
CURB & GUTTER
0.015 F/F
ESMT.
CONST.
ESMT.
SLOPE
10'
1'5'
S.W.
3' 2' 4' 11'
LANETRAFFIC
LANETRAFFIC
11'
0.02 F/F GRADE POINT
0.04 F/F 0.04 F/F
2' 7.5' 7.5' 2'
RAISED GRASS MEDIAN
19'
95' RIGHT-OF-WAY
11'
LANETRAFFIC
LANETRAFFIC
11' 4' 2' 3' 5'
S.W.
10'
0.015 F/F
CURB & GUTTER
SIDEWALK EXISTING GROUND
ESMT.
SLOPE
ESMT.
CONST.
0.02 F/F
1'
EAST CENTER STREET TO STRATFORD ROAD
{
TDOTSULLIVAN TDOT
SULLIVAN
TYPICAL SECTION - SEGMENT 2
ESMT.
CONST.
ESMT.
SLOPE
EXISTING GROUND
0.015 F/F
SIDEWALK
CURB & GUTTER
10'
1'5'
S.W.
3' 2' 4' 11'
LANETRAFFIC
0.02 F/F
GRADEFINISHED
LANELEFT TURN
11'
LANETRAFFIC
6' 6'
12'
88' RIGHT-OF-WAY
11'
LANETRAFFIC
0.02 F/F
11' 4' 2' 3' 5'
S.W.1'
10'
ESMT.
SLOPE
ESMT.
CONST.
0.015 F/F
CURB & GUTTER
SIDEWALK EXISTING GROUND
LANETRAFFIC
STRATFORD ROAD TO HARBOR CHAPEL ROAD
IMPROVEMENT PROJECTSTATE ROUTE 126 (MEMORIAL BOULEVARD)
(SULLIVAN COUNTY)TO EAST OF COOKS VALLEY ROAD
FROM EAST CENTER STREET IN KINGSPORT
10/2/2
015 1
0:0
9:5
2 A
M
T:\13150 - S
R 1
26 S
ullivan C
ounty\D
GN\D
esig
n M
eeting Dis
pla
ys\Pla
n Vie
w\1
00 S
cale S
heets\S
heet1.d
gn
BRID
WE
LL S
T.
WARPATH D
R.
BLAKE
MO
RE D
R.
MEMORIAL BLVD.
S.R. 126
WIL
BU
RN D
R.
EAS
T C
EN
TE
R S
T.
MIL
LE
R S
T. CE
NT
RA
L S
T.
PA
RK
ER
SO
N D
R.
CO
NW
AY D
R.
WO
ODSID
E D
R.
OREBAN
K R
D.
.N
L K
OORBNNYL
EDENS RIDGE R
D.
HIL
LC
REST D
R.
S.R.12
6
STR
ATFO
RD R
D.
HE
AT
HE
R L
N.
JOH
N B. DE
NNIS H
WY. (S.R. 93)
HA
WT
HO
RN
E S
T.
LOCUST ST.
BO
NIT
A S
T.
BUSBEE ST.
HAWTHORNE ST.
KIT
E S
T.
MO
UNTAIN VIE
W A
VE.
CLAY
MAN R
D.
INGRAM ST.
KENT S
T.
PEAR S
T.
BO
ND D
R.
BOND LN.
BE
VE
RL
Y HIL
L S
T.
SK
YLA
ND D
R.
HA
RB
OR C
HA
PE
L R
D.
SKYLAND L
N.
BO
ND D
R.
LYNDA LN.
GLE
NW
OO
D S
T.
.E
VA
EG
DIR
DO
OW
AM
Y A
VE.
TRINIT
Y L
N.
S.R. 126
GLEN EDEN RD.
N
MA
TC
H LIN
E S
TA. 272+00
)3
9 .R.
S( .Y
WH
SIN
NE
D .B
NH
OJ
SHEET 1 OF 3
100 0 100 200 300
SCALE: 1" = 100'
PAVEMENT REMOVAL
PROPOSED CONSTRUCTION LIMITS
PROPOSED MEDIAN/GRASS STRIP
PROPOSED SIDEWALK & DRIVEWAY
PROPOSED ROADWAY
PROPERTY LINES
PROPOSED RETAINING WALL
PROPOSED DRAINAGE
PROPOSED RIGHT-OF-WAY LINE
PROPOSED RIGHT-OF-WAY AND CONTROL ACCESS LINE
LEGEND
SHIPLEY-JARVIS HOUSE
NRHP ELIGIBLE BOUNDARY
RET. WALL
RET. WALL
RET. WALL
RET. WALL
top related