r2566 rdy phm-RDY PHM Sheet 3 - NCDOT
1
S EE R O LL 2 O F 3 M A T C HL I N E - L - S T A . 321 + 00 . 00 WATAUGA COUNTY PROJECT 37512.1.1 (R-2566B) ROLL 3 OF 3 BYPASS (SR 1107) IN BOONE CREEK RD. (SR 1136) IN FOSCOE TO NC 105 NC 105 IMPROVEMENTS FROM CLARKS W A T AUGA C OUNT Y P ROJ E C T 37512 . 1 . 1( R- 2566 B ) ROLL 3 OF 3 B Y P A SS ( S R 1107 )I N B OONE CREE K RD . ( S R 11 36 ) I N F O S C OE T O NC 105 NC 105 I M P ROV E M E NT S F ROM C L A RK S W A T AUGA C OUNT Y P ROJ E C T 37512 . 1 . 1( R- 2566 B ) ROLL 3 OF 3 B Y P A SS ( S R 1107 )I N B OONE CR E E K RD . ( S R 11 36 ) I N F O S C OE T O NC 105 NC 105 I M P ROV E M E NT S F ROM C L A RK S SE = 50 MPH = .08 DS SE = 50 MPH = .05 DS SE = 50 MPH = .07 DS SE = 50 MPH = .05 DS PIs Sta 354+99.19 F Ls = 180.00’ LT = 120.01’ ST = 60.01’ PIs Sta 358+11.39 F Ls = 288.00’ LT = 192.21’ ST = 96.19’ PI Sta 362+61.65 D L = 681.29’ T = 354.46’ R = 1,000.00’ PIs Sta 366+84.67 F Ls = 288.00’ LT = 192.21’ ST = 96.19’ PIs Sta 380+05.67 F Ls = 180.00’ LT = 120.01’ ST = 60.01’ PI Sta 383+20.44 D L = 507.31’ T = 254.79’ R = 2,200.00’ PIs Sta 386+32.98 F Ls = 180.00’ LT = 120.01’ ST = 60.01’ PIs Sta 405+52.03 F Ls = 252.00’ LT = 168.07’ ST = 84.06’ PI Sta 409+72.11 D L = 659.82’ T = 336.15’ R = 1,400.00’ PIs Sta 413+79.84 F Ls = 252.00’ LT = 168.07’ ST = 84.06’ PI Sta 350+63.79 D L = 757.14’ T = 381.74’ R = 2,400.00’ -Y8- CURVE DATA PI Sta 10+38.94 D L = 77.88’ T = 38.94’ R = 8,185.00’ PI Sta 14+38.23 D L = 155.05’ T = 77.53’ R = 3,865.00’ PIs Sta 326+79.50 F Ls = 144.00’ LT = 96.00’ ST = 48.00’ PI Sta 337+42.70 D L = 1,954.55’ T = 1,015.21’ R = 2,930.00’ PI Sta 350+68.25 D L = 765.85’ T = 386.21’ R = 2,400.00’ = .04 SE DS = 50 MPH SE = 50 MPH = .05 DS -L- CURVE DATA COMBINED PUBLIC HEARING MAP C OM B I NE D P U B L I C H E A RI NG M A P C OM B I NE D P U B L I C H E A RI NG M A P W L B W L B W L B W L B W L B W L B W L B W L B W L B W L B WLB WLB WLB WLB WLB S S 66"CMP 72 " C M P 72"CMP BOX SP R I NG v v 9 ’ G R S v v v v S v v HOU S E B A T H 1 S B L K 1 SF B U S S 2 S F D 1 S MTL B U S 1 S L OG B U S S 1 SF D BST 1 SFD 1SFD S S 2SFD B S T GR 1SFD BST W 1 SF D G R K E Y S T ON E WA LL 1 SF B U S R I P R A P R O C K WA LL ROCK WALL GR 1 SLOGBUS 1 SFD BK WALL BST GR 1 SF D R I P R AP BST 1 S L OGBUS S CALE S S S GR GR 1 S M T L S H O P A / G T A NK GR GR BST GATE 1 S M TL B U S CUL PS DR 1 SF B U S S W 1 S M T L B U S B S T D I T C H C O N C 1 S M TL B U S 1 SF D S GR W 1 S F D 1 S MTL B U S S S S 2 SF B U S B B K S I L O S M T L C ANO P Y B U S H T R H T R B U S S C ON C 1 S B K B U S W 1 S B K B U S 1 S B K B U S A B A N D A B AND G R S 1 S M T L B U S B S T P A G R P A GR B S T P A W WD G R P A B S T P A CARPORT MTL B S T B K W A LL WA LL R O C K B S T P A B S T P A GR PA 12’ GR GR PA VI CTORY L N 1 1 ’ BST BST PA BST BST PA GR GR PA RI P RAP RI P RAP R I P R A P R I P R A P P L AN T B S T B S T GR 12 ’ G R GR PA G R P A G R P A 10’ GR 1 SFD PEE TEE CELLAR ROOT R I P R A P GR CONC PA G R P A B S T P A W B S T P A B S T P A 9 ’ GR 6’ SOIL CONC B S T P A G R P A G R P A W G R P A G R P A G R P A B S T P A G R P A C O N C P A 8 4 " S O I L GR PA 1 S B U S PLANTER PLANTER PLANTER PLANTER P L AN T E R WD WD WD 10’ BST SOI L 1 S B KA P T C ON C B S T P A P L A N T E R W GR S T AG E WD WD 1 2’ CONC C ON C PLANTER RI P RAP RI P RAP RI P RAP BST WD WD WD C ON C K E Y S T O N E WA L L GR GR BST BST GR WD Q UA RR Y WD WD WD S E P T I C A R E A BK C ON C CONC 48"KEYSTONE WALL 48"BLK WALL GR 72 " C H L 1 SF B K B U S R I P R A P S C ON C R E TE P L AN T GATE C ON C G A TE GATE C O N C G A T E GATE B S T P A S C ON C WD P L A N T E R GATE W D B A LL A R D S W W WD GATE C ON C GATE 1 2’ BST 6 " C URB C&G G&G G&G G &G C&G G R GR 6 " C U RB GR 6 " C U R B GR GR B O BB Y M CC A S K I LL VU L C AN L AND S , I N C . F R ANK E . P R O C T O R H H T T T T T T T T T T T H H H H H - P O L E 435 L O R E N E T . M I LLE R 72 " C M P 72"CMP P L AN T E R VI CTORY L ANE ( PRI VATE DRI VE ) RI P RAP A B AN D 3 6 " B L K P L AN T E R GA TE VAR. PAVED DITCH P U MP C HAN N EL D R AI N 30 " C & G 3 0 " C & G 30 " C & G 30 " C & G 30" C&G T T MTL CANOPY GAS PUMP GAS PUMP GUY ( 6 ) H H C ON C . ACCESS EASEMENT W / M T L C AN O P Y 1 S B L K B U S M & B P A R T N E R S H I P A P A R T M E N T S , I N C . F OU R S E A S ON S O F LE NO I R , I N C . A C T I ON S I GN C O M P ANY B L OOD W O R T H E D W I N D . H OUSI NG APPAL ACH I AN STUDE NT H E N S ON HA R O L D L L C DE VEL OPME NT, WAL K E R FOGLE SHAWN LLC DEVELOPMENT, WALKER COLEY SCOTT A. SUGG STEPHEN W. VIRGINIA WARD RAY F. & JAMES TODD JOE W. TODD, JR. & VULCAN LANDS, INC. JANE P. YASMINE H. WAYNE PHILLIPS JEREMYMAINS BRITTNAI MAINS & GA R Y R . HOY LE HOLDINGS, LLC TP LAND RADHA G. GOSAI GLENDA SIMMONS JAMES & GTM MANAGEMENT, LLC PGB ASPHALT, LLC LIMITED PARTNERSHIP ROCK SOLID MATERIALS LP VULCAN CONSTRUCTION LIMITED PARTNERSHIP GH WINKLER FAMILY PRESNELL FARLON P. CONWAY JOHN TAYLOR PGB ASPHALT, LLC H I GH C OUN T R Y , L L C C H A ND LE R C O N CR ETE MARJORIE WRIGHT DEWEY C. & BUILDING SUPPLY, INC. NEW RIVER LLC HOLDINGS, WWW ENTERPRISES, INC. PAUL BROWN HO L D I NG S , LL C T P L AND DAN I EL L E S U M N E R W AD E AN D R E W B . W AD E A ND W I F E , HAROLD HENSON GARY M. HENSON NELL ABSHER VANNOY HAL S. & BETTY S. HAYES KENNETH D. & PROPERTIES LP TEMPLETON SHARON J. LEE ROBERT D. & OPE RATI NG, L P H E RI TAGE CORPORATION FIRMM COMPANY & TRUST BRANCH BANKING BILLIE JO MAINES FAMILY TRUST E.B. FOX, JR. JOSHUA A. MINTON 325 330 335 340 345 3 5 0 355 360 365 370 375 380 3 85 3 9 0 3 9 5 4 0 0 405 4 10 4 1 5 T O F O S C O E 105 RETAINING WALL RETAINING WALL RETAINING WALL RETAINING WALL CULVERT 24 ’ 2 3 ’ 24 ’ 105 B OON E C I T Y L I M I T S B OONE CI T Y L I M I T S B OON EC I T Y L I M I T S RETAINING WALL B OO NE CI T Y L I M I T S E ND N C DO T T I PP R O J E C T R - 2566 B -L- STA. 400+00.00 CONCRETE ISLAND 83 ’ 1 8 ’ 24 ’ 18 ’ 24 ’ 24 ’ 23 ’ 24 ’ 105 B O O N E C I T Y L I M I T S P O P L A R G R OV E R D S R 1552 NC 105 B Y P A SS - Y 8 - S R 110 7 NOT BEEN DETERMINED UTILITY RELOCATIONS HAVE NOTE: 2040 ADT 2500 1986 2016 ADT -L- (NC 105) 18300 31000 14871 25257 (SR 1107) NC 105 BYPASS -Y8- 12371 14357 15200 17700 LEGEND 0000 0000 TO BE RETAINED EXISTING STRUCTURES, ISLAND, CURB AND GUTTER PROPOSED STRUCTURES, ISLAND, CURB PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY EXISTING ROADWAY PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY BUILDINGS TO BE REMOVED AND GUTTER LAKES, RIVER, STREAMS AND PONDS PRESENT ADT FUTURE ADT EXISTING TRAFFIC SIGNAL STREAM BUFFER ZONE WETLAND LIMITS BOUNDARY AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, HISTORIC PROPERTY BOUNDARY DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DESIGN DATA FUNCTIONAL CLASSIFICATION: PRINCIPAL ARTERIAL DESIGN SPEED: 50-60 MPH MAXIMUM SUPERELEVATION: 4%-8% DATE OF ORTHOPHOTOGRAPHY: MARCH 2014 CITY OR TOWNSHIP LIMITS PROPERTY LINES WLB BZ 0’ 100’ 200’ 50’ 100’ (ENGLISH) HPB HPB MAPS PREPARED: SEPTEMBER 2016 LEGEND 0000 0000 TO BE RETAINED EXISTING STRUCTURES, ISLAND, CURB AND GUTTER PROPOSED STRUCTURES, ISLAND, CURB PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY EXISTING ROADWAY PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY BUILDINGS TO BE REMOVED AND GUTTER LAKES, RIVER, STREAMS AND PONDS PRESENT ADT FUTURE ADT EXISTING TRAFFIC SIGNAL STREAM BUFFER ZONE WETLAND LIMITS BOUNDARY AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, HISTORIC PROPERTY BOUNDARY DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DESIGN DATA FUNCTIONAL CLASSIFICATION: PRINCIPAL ARTERIAL DESIGN SPEED: 50-60 MPH MAXIMUM SUPERELEVATION: 4%-8% DATE OF ORTHOPHOTOGRAPHY: MARCH 2014 CITY OR TOWNSHIP LIMITS PROPERTY LINES WLB BZ 0’ 100’ 200’ 50’ 100’ (ENGLISH) HPB HPB MAPS PREPARED: SEPTEMBER 2016 TYPICAL SECTION -L- STA. 387+52.97 TO -L- STA. 400+00.00 TYPICAL SECTION -L- STA. 255+85.00 (END BRIDGE) TO -L- STA. 387+52.97 -L- STA. 246+60.00 TO -L- STA. 253+05.00 (BEGIN BRIDGE) N S R S 2007 NAD 83 / N S R S 2007 NAD 83 / F C F C F C C C C C C C C C C C C C C C C C C C C C F C F C F C F C F C F C F C F C F C F C F C F C F C F C F C F C C C F C F C F C F C F C F C F C C C C C C C F C F C C C C C C C F C F C C C C C F C F C F C F C F C C C F C F C F C F C F C F C F C C C C C C C C C C C C C C C C C C C C C C C C C C C F C F C F C C C C C C C C C F C C F F F F F F C C C C F C F C C C C C C C C C C C C C C C C C C C C F C F C C C F C F C F F F C F C F C F C F C F C C C C C C C C C C C C C C C C C F C C C C C C C C C F F F F F C F C F C F F F C F C F C F C F C C C C C C C C C C C C C F F C F C F C C C C C F F F F F F F F C C C F C C C C C C C C C F C F C F F F F
Transcript of r2566 rdy phm-RDY PHM Sheet 3 - NCDOT
SEE R
OLL 2
OF 3
MA
TC
HLIN
E -L- STA. 321+
00.0
0
WATAUGA COUNTY
PROJECT 37512.1.1 (R-2566B)
ROLL 3 OF 3
BYPASS (SR 1107) IN BOONE
CREEK RD. (SR 1136) IN FOSCOE TO NC 105
NC 105 IMPROVEMENTS FROM CLARKS
WA
TA
UG
A
CO
UN
TY
PR
OJE
CT 37512.1.1 (
R-2566B)
RO
LL 3 O
F 3
BY
PA
SS (S
R
1107) IN
BO
ON
E
CR
EE
K
RD. (S
R
1136) IN
FO
SC
OE
TO
NC 10
5
NC 10
5 IM
PR
OV
EM
EN
TS F
RO
M
CL
AR
KS
WA
TA
UG
A
CO
UN
TY
PR
OJE
CT 37512.1.1 (
R-2566B)
RO
LL 3 O
F 3
BY
PA
SS (S
R
1107) IN
BO
ON
E
CR
EE
K
RD. (S
R
1136) IN
FO
SC
OE
TO
NC 10
5
NC 10
5 IM
PR
OV
EM
EN
TS F
RO
M
CL
AR
KS
SE
= 50 MPH
= .08
DS
SE
= 50 MPH
= .05
DS
SE
= 50 MPH
= .07
DS
SE
= 50 MPH
= .05
DS
PIs Sta 354+99.19
F
Ls = 180.00’
LT = 120.01’
ST = 60.01’
PIs Sta 358+11.39
F
Ls = 288.00’
LT = 192.21’
ST = 96.19’
PI Sta 362+61.65
D
L = 681.29’
T = 354.46’
R = 1,000.00’
PIs Sta 366+84.67
F
Ls = 288.00’
LT = 192.21’
ST = 96.19’
PIs Sta 380+05.67
F
Ls = 180.00’
LT = 120.01’
ST = 60.01’
PI Sta 383+20.44
D
L = 507.31’
T = 254.79’
R = 2,200.00’
PIs Sta 386+32.98
F
Ls = 180.00’
LT = 120.01’
ST = 60.01’
PIs Sta 405+52.03
F
Ls = 252.00’
LT = 168.07’
ST = 84.06’
PI Sta 409+72.11
D
L = 659.82’
T = 336.15’
R = 1,400.00’
PIs Sta 413+79.84
F
Ls = 252.00’
LT = 168.07’
ST = 84.06’
PI Sta 350+63.79
D
L = 757.14’
T = 381.74’
R = 2,400.00’
-Y8- CURVE DATA
PI Sta 10+38.94
D
L = 77.88’
T = 38.94’
R = 8,185.00’
PI Sta 14+38.23
D
L = 155.05’
T = 77.53’
R = 3,865.00’
PIs Sta 326+79.50
F
Ls = 144.00’
LT = 96.00’
ST = 48.00’
PI Sta 337+42.70
D
L = 1,954.55’
T = 1,015.21’
R = 2,930.00’
PI Sta 350+68.25
D
L = 765.85’
T = 386.21’
R = 2,400.00’= .04SE
DS = 50 MPH
SE
= 50 MPH
= .05
DS
-L- CURVE DATA
COMBINED PUBLIC HEARING MAPC
OM
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PU
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HOLDINGS, LLCTP LAND
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GLENDA SIMMONSJAMES &
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PRESNELLFARLON P.
CONWAYJOHN TAYLOR
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MARJORIE WRIGHTDEWEY C. &
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JOSHUA A. MINTON
325
330
335 340
345
350
355
360
365
370
375
380
385 390 395 400
405
410
415
TO FOSCOE
105
RETAINING WALL
RETAINING WALL
RETAINING WALL
RETAINING WALL
CULVERT
24’23’ 24’
105
BOONE
CITY LIMITS
BO
ON
E CIT
Y LIM
ITS
BOONE CITY LIMITS
RETAINING WALL
BO
ON
E CIT
Y LIMIT
S
END NCDOT TIP PROJECT R-2566B-L- STA. 400+00.00
CONCRETE ISLAND
83’
18’
24’
18’
24’
24’
23’
24’105
BOONE CITY LIMITS
POPLA
R GRO
VE R
D
SR 15
52
NC 10
5 BYPASS
-Y8- S
R 110
7NOT BEEN DETERMINEDUTILITY RELOCATIONS HAVE NOTE:
2040 ADT
25001986
2016 ADT
-L- (NC 105)
18300 3100014871 25257
(SR 1107) NC 105 BYPASS-Y8-
12371
14357
15200
17700
LEGEND
0000
0000
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
PRESENT ADT
FUTURE ADT
EXISTING TRAFFIC SIGNAL
STREAM BUFFER ZONE
WETLAND LIMITS BOUNDARY
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
HISTORIC PROPERTY BOUNDARY
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DESIGN DATA
FUNCTIONAL CLASSIFICATION: PRINCIPAL ARTERIAL
DESIGN SPEED: 50-60 MPH
MAXIMUM SUPERELEVATION: 4%-8%
DATE OF ORTHOPHOTOGRAPHY: MARCH 2014
CITY OR TOWNSHIP LIMITS
PROPERTY LINES
WLB
BZ
0’ 100’ 200’
50’
100’
(ENGLISH)
HPB
HPB
MAPS PREPARED: SEPTEMBER 2016
LEGEND
0000
0000
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
PRESENT ADT
FUTURE ADT
EXISTING TRAFFIC SIGNAL
STREAM BUFFER ZONE
WETLAND LIMITS BOUNDARY
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
HISTORIC PROPERTY BOUNDARY
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DESIGN DATA
FUNCTIONAL CLASSIFICATION: PRINCIPAL ARTERIAL
DESIGN SPEED: 50-60 MPH
MAXIMUM SUPERELEVATION: 4%-8%
DATE OF ORTHOPHOTOGRAPHY: MARCH 2014
CITY OR TOWNSHIP LIMITS
PROPERTY LINES
WLB
BZ
0’ 100’ 200’
50’
100’
(ENGLISH)
HPB
HPB
MAPS PREPARED: SEPTEMBER 2016
TYPICAL SECTION-L- STA. 387+52.97 TO -L- STA. 400+00.00
TYPICAL SECTION
-L- STA. 255+85.00 (END BRIDGE) TO -L- STA. 387+52.97-L- STA. 246+60.00 TO -L- STA. 253+05.00 (BEGIN BRIDGE)
NSR
S 20
07
NAD 83/
NSR
S 20
07
NAD 83/
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