1
S P 2 030 SP 2 0 31 SP 2 03 2 S P 2 03 3 SP 2 03 4 SP 2 0 3 5 SP 2 03 6 S P 2 03 7 S P 2 03 8 SP 2 0 3 9 S P 2 04 0 S P 2 0 4 1 2 ' T 2 ' T 2 ' T 2 ' T c c A c c A c c A c c A c c A c c A c c A c c A c c c c A c c A c c A c c A c c A c c c A c c A c c A c c c c A c c c A c c A c c A c c A c STA. 150+00.00 TRINITY LN. STA. 246+85.00 AMY AVE.= STA. 350+00.00 AMY CT. STA. 245+75.00 AMY AVE.= STA. 250+00.00 AMY AVE. STA. 48+90.00 WOODRIDGE AVE.= WOODRIDGE AVE. STA. 50+00.00 HARBOR CHAPEL RD./ STA. 275+24.83 S.R. 126= STA. 50+00.00 BRIARWOOD RD. STA. 304+71.67 S.R. 126= STA. 10+00.00 TANGLEWOOD RD. STA. 51+54.35 BRIARWOOD RD.= STA. 50+00.00 OLD STAGE RD. STA. 308+64.48 S.R. 126= 280 2 8 5 290 295 300 305 310 315 320 325 3 30 335 340 345 45 145 245 55 15 45 { TDOT TYPICAL SECTION - SEGMENT 3 EXISTING GROUND ESMT. CONST. ESMT. SLOPE 30' RIGHT-OF-WAY 6' 5' 2' 6' 12' LANE TRAFFIC MEDIAN STRIPED 4' 12' LANE TRAFFIC 12' LANE TRAFFIC 6' 2' 3' 5' S.W. 10' 0 . 02 F / F GRADE FINISHED 0 . 02 F / F 0 . 01 5 F / F EXISTING GROUND 42' RIGHT-OF-WAY ESMT. SLOPE 1' ESMT. CONST. SIDEWALK CURB & GUTTER CURB & GUTTER HARBOR CHAPEL ROAD TO WEST OF OLD STAGE ROAD { TYPICAL SECTION - SEGMENT 4 TDOT EXISTING GROUND 0 . 015 F / F 0 . 02 F / F GRADE FINISHED 0 . 02 F / F 0 . 015 F / F EXISTING GROUND ESMT. CONST. ESMT. SLOPE 1' 10' S.W. 5' 3' 2' 6' 12' LANE TRAFFIC LEFT TURN LANE 6' 6' 12' 72' RIGHT-OF-WAY 12' LANE TRAFFIC 6' 2' 3' 5' S.W. 1' 10' ESMT. SLOPE ESMT. CONST. CURB & GUTTER SIDEWALK SIDEWALK CURB & GUTTER EAST OF OLD STAGE ROAD TO LEMAY DRIVE IMPROVEMENT PROJECT STATE ROUTE 126 (MEMORIAL BOULEVARD) (SULLIVAN COUNTY) TO EAST OF COOKS VALLEY ROAD FROM EAST CENTER STREET IN KINGSPORT 10 / 2 / 2015 9 : 55 : 30 AM T :\ 13150 - SR 126 Su lli v a n Coun t y \ DGN\ De s i gn M ee ti ng Di s p l a y s \ Pl a n Vi e w\ 100 Sca l e Sh ee t s \ Sh ee t 2 . dgn S KY L ANDL N . B O N D D R . L YNDA L N . G LE NW OOD S T . . E V A E G D I R D O O W A M Y AV E . T R I N I T YL N . G LE N E DE N RD. T I M B E RL AK E L N. BR OOK R I DG E D R . S T AG E C OA C HR D . T ANG LE W OODR D . BRI A RW OOD RD. G LE N B R OOK D R . O L DS T AG E R D . O L DS T A G E R D . S . R . 126 . R D R O B R A H K I N G SP O R T C I T Y L I M I T S HO BB S S T . . D R S L L I H Y A D I L O H N M A T CH L I NE S T A . 3 50 + 00 M A T CH L I NE S T A . 272 + 00 . D R L E P A H C R O B R A H 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 SHEET 2 OF 3 RET. WALL RET. WALL RET. WALL RET. WALL RET. WALL RET. WALL K I NG SP O RT CI T Y L I M I T S

LEGEND - Tennessee...S P 2 0 3 0 P 2 0 1 P 2 3 2 S P 3 3 P 2 0 3 4 S P 2 0 3 5 2 3 6 S P 2 0 3 7 S P 2 0 3 8 S P 2 0 3 9 S P 2 4 0 S 0 1 2' T 2 'T 2 ' T 2' T c c A c c A c c A c c

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Page 1: LEGEND - Tennessee...S P 2 0 3 0 P 2 0 1 P 2 3 2 S P 3 3 P 2 0 3 4 S P 2 0 3 5 2 3 6 S P 2 0 3 7 S P 2 0 3 8 S P 2 0 3 9 S P 2 4 0 S 0 1 2' T 2 'T 2 ' T 2' T c c A c c A c c A c c

SP2030

SP2031SP2032

SP2033

SP2034

SP2035

SP2036

SP2037

SP2038

SP2039

SP2040

SP2041

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STA. 150+00.00 TRINITY LN.

STA. 246+85.00 AMY AVE.=

STA. 350+00.00 AMY CT.

STA. 245+75.00 AMY AVE.=

STA. 250+00.00 AMY AVE.

STA. 48+90.00 WOODRIDGE AVE.=

WOODRIDGE AVE.

STA. 50+00.00 HARBOR CHAPEL RD./

STA. 275+24.83 S.R. 126=

STA. 50+00.00 BRIARWOOD RD.

STA. 304+71.67 S.R. 126=

STA. 10+00.00 TANGLEWOOD RD.

STA. 51+54.35 BRIARWOOD RD.=

STA. 50+00.00 OLD STAGE RD.

STA. 308+64.48 S.R. 126=

280

285

290

295300

305

310

315320

325330

335

340

345

45

145

245

55

1545

{

TDOTSULLIVAN

TYPICAL SECTION - SEGMENT 3

EXISTING GROUND

ESMT.

CONST.

ESMT.

SLOPE 30' RIGHT-OF-WAY

6'

5' 2' 6' 12'

LANETRAFFIC

MEDIAN

STRIPED

4'

12'

LANETRAFFIC

12'

LANETRAFFIC

6' 2' 3' 5'

S.W.

10'

0.02 F/F

GRADEFINISHED

0.02 F/F

0.015 F/F

EXISTING GROUND

42' RIGHT-OF-WAY

ESMT.

SLOPE

1'

ESMT.

CONST.

SIDEWALK

CURB & GUTTERCURB & GUTTER

HARBOR CHAPEL ROAD TO WEST OF OLD STAGE ROAD

{

TYPICAL SECTION - SEGMENT 4

TDOTSULLIVAN

EXISTING GROUND

0.015 F/F

0.02 F/F

GRADEFINISHED

0.02 F/F

0.015 F/F

EXISTING GROUND

ESMT.

CONST.

ESMT.

SLOPE

1'

10'

S.W.

5' 3' 2' 6' 12'

LANETRAFFIC LEFT TURN LANE

6' 6'

12'

72' RIGHT-OF-WAY

12'

LANETRAFFIC

6' 2' 3' 5'

S.W.1'

10'

ESMT.

SLOPE

ESMT.

CONST.

CURB & GUTTER

SIDEWALKSIDEWALK

CURB & GUTTER

EAST OF OLD STAGE ROAD TO LEMAY DRIVE

IMPROVEMENT PROJECTSTATE ROUTE 126 (MEMORIAL BOULEVARD)

(SULLIVAN COUNTY)TO EAST OF COOKS VALLEY ROAD

FROM EAST CENTER STREET IN KINGSPORT

10/2/2

015 9:5

5:3

0 A

M

T:\13150 - S

R 1

26 S

ullivan C

ounty\D

GN\D

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eeting Dis

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00 S

cale S

heets\S

heet2.d

gn

SKYLAND LN.

BOND DR.

LYNDA LN.

GLE

NW

OO

D S

T.

.E

VA

EG

DIR

DO

OW

AM

Y A

VE.

TRINITY L

N.

GLE

N E

DE

N R

D.

TIM

BERLA

KE L

N.

BROOKRIDGE DR.

STAGECOACH RD.

TANGLEWOOD RD.

BRIA

RW

OO

D R

D.

GLENBROOK DR.

OLD STAGE RD.

OLD STAGE RD.

S.R. 126

.RD ROBRAH

KINGSPORT CITY LIMITS

HO

BB

S S

T.

.DR SLLIH

YA

DIL

OH

N

MA

TC

H LIN

E S

TA. 350+00

MA

TC

H LIN

E S

TA. 272+00

.D

R L

EP

AH

C R

OB

RA

H

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

SHEET 2 OF 3

RET. WALL

RET. WALL

RET. WALL

RET. WALL

RET. WALL

RET. WALL

KIN

GS

PO

RT CIT

Y LIM

ITS