+ All Categories
Home > Documents > BEGIN TIP PROJECT U-5839 -L- POT Sta. 9+99 · 2016-12-06 · t = 30.95’ r = 200.00 ... 0 2 5 3...

BEGIN TIP PROJECT U-5839 -L- POT Sta. 9+99 · 2016-12-06 · t = 30.95’ r = 200.00 ... 0 2 5 3...

Date post: 04-Aug-2020
Category:
Upload: others
View: 0 times
Download: 0 times
Share this document with a friend
2
E F R N P R T E O O L I D P A R T E N T O T A T A I O S T A F N R T H C A R O N A M S O T N PLANS PREPARED BY: 0 SCALE 100’ 100’ SUBJECT TO CHANGE WITHOUT NOTICE FUNCTIONAL DESIGN IN WAYNESVILLE. FROM US 23/74 (GREAT SMOKY MOUNTAINS EXPWY) TO US 23 BUS (N MAIN ST) CORRIDOR UPGRADE ON US 276 (RUSS AVE) STATE PROJECT 50230.1.1 U-5839 HAYWOOD COUNTY 0 . 0 2 0 . 02 0 . 02 0 . 02 0 . 02 0 . 02 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 PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY BUILDINGS AND GUTTER LAKES, RIVER, STREAMS AND PONDS PRESENT ADT FUTURE ADT PROPERTY LINES EXISTING TRAFFIC SIGNAL AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, EXISTING UTILITY EASEMENT PROPOSED RIGHT OF WAY PROPOSED MEDIAN EXISTING ROADWAY TO BE REMOVED NOTE: AERIAL PHOTOGRAPHY DATED 2015 EXISTING STRUCTURES, ISLAND, CURB AND GUTTER TO BE REMOVED EXISTING RAILROAD RIGHT OF WAY NATIONAL REGISTER HISTORIC DISTRICT DATE : DECEMBER 6, 2016 CEMETERY NAD 8 3 R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W R W ROLL 1OF 2 P ROJ E C T 50230 . 1 . 1( U - 5839 ) U S 276 ( RU SS AV E )F ROM U S 23 / 74 ( GRE A T S M OKY M OUNT A I NS E XP W Y )T O U S 23 B B U S ( N M A I N S T ) HAY W OOD C OUNT Y U S 276 ( RU SS AV E )F ROM U S 23 / 74 ( GRE A T S M OKY M OUNT A I NS E XP W Y )T O U S 23 B B U S ( N M A I N S T ) HAY W OOD C OUNT Y P ROJ E C T 50230 . 1 . 1( U - 5839 ) ROLL 1OF 2 M A T C HL I N E - L - S T A . 4 0 + 0 0 S EE R O LL 2 O F 2 P U B L I C M EET I NG M A P P U B L I C M EET I NG M A P -Y1- PC Sta. 10+81.05 -Y1- PT Sta. 21+74.29 -Y1- PC Sta. 20+39.28 -Y1- PC Sta. 16+25.84 -Y1- PT Sta. 17+14.81 -Y1- PT Sta. 14+07.30 -Y2- POT Sta. 17+26.57 -Y2- POT Sta. 10+00.00 -Y3- PC Sta. 15+72.70 -Y3- PT Sta. 16+49.04 -Y3- POT Sta. 16+94.56 -Y2A- PC Sta. 15+57.80 -Y2A- POT Sta. 10+00.00 -Y2A- PC Sta. 10+35.01 -Y2A- PT Sta. 10+90.63 -Y2A- PT Sta. 16+15.13 -Y2A- POT Sta. 16+17.60 -Y4- POT Sta. 10+00.00 -Y5- PC Sta. 11+44.85 -Y5- PT Sta. 13+82.26 -Y5- PT Sta. 17+70.97 -Y5- POT Sta. 18+12.61 -L- PT Sta. 27+33.40 -Y5- POT Sta. 10+00.00 -Y17- POT Sta. 12+08.19 -Y17- POT Sta. 10+00.00 -Y7- PC Sta. 14+57.94 -Y7- PT Sta. 15+39.45 -Y7- POT Sta. 16+39.18 -Y7- POT Sta. 10+00.00 -L- PC Sta. 39+36.37 -Y18- POT Sta. 16+12.68 -Y18- PT Sta. 11+70.44 -Y18- PC Sta. 11+09.03 -Y18- POT Sta. 10+00.00 -Y8- POT Sta. 13+21.87 -Y8- POT Sta. 10+00.00 -Y19- POT Sta. 10+00.00 -Y9- PC Sta. 10+00.00 -Y3- PT Sta. 10+00.00 -L- PC Sta. 22+70.78 -L- PRC Sta. 15+36.24 -L- PT Sta. 18+61.31 -L- PC Sta. 13+38.33 U-TURN BULBOUT POINT GRADE POINT GRADE 17’-6" MEDIAN POINT GRADE -L- (RUSS AVE) C L -L- (RUSS AVE) C L -L- (RUSS AVE) C L VA R I E S4 : 1 T O 2 : 1 TYPICAL SECTION NO. 3 VA R I E S 4 : 1 T O 2 : 1 TYPICAL SECTION NO. 2 VA R I E S4 : 1 T O 2 : 1 VA R I E S 4 : 1 T O 2 : 1 TYPICAL SECTION NO. 1 VA R I E S 4 : 1 T O 2 : 1 VA R I E S4 : 1 T O 2 : 1 -L- PI Sta 12+53.05 D L = 326.25’ T = 172.00’ R = 416.74’ PI Sta 16+70.84 D L = 88.97’ T = 45.00’ R = 239.86’ PI Sta 21+07.28 D L = 135.00’ T = 68.00’ R = 455.49’ -Y1- -Y5- -Y7- PI Sta 11+39.98 D L = 61.41’ T = 30.95’ R = 200.00’ -Y18- PI Sta 13+20.47 D L = 86.87’ T = 46.39’ R = 100.00’ -Y19- PI Sta 15+02.63 D L = 81.51’ T = 44.69’ R = 80.00’ -Y3- PI Sta 15+87.58 D L = 57.33’ T = 29.78’ R = 86.00’ PI Sta 10+65.00 D L = 55.63’ T = 29.99’ R = 60.00’ PI Sta 16+13.59 D L = 76.34’ T = 40.89’ R = 86.00’ -Y2A- PI Sta 40+09.37 D L = 145.98’ T = 72.99’ R = 10,000.00’ PI Sta 12+66.56 D L = 242.69’ T = 127.00’ R = 333.57’ PI Sta 16+67.80 D L = 208.16’ T = 105.00’ R = 643.05’ PI Sta 14+37.85 D L = 197.90’ T = 99.52’ R = 756.00’ PI Sta 25+16.83 D L = 462.63’ T = 246.05’ R = 549.00’ PI Sta 16+79.59 D L = 280.07’ T = 143.35’ R = 533.00’ 10 15 20 2 5 30 -L- POT Sta. 9+99.27 BEGIN TIP PROJECT U-5839 3 5 40 30 29 28 27 26 25 24 23 22 21 20 EDWIN D. EZELL AND WIFE SHIRLEY B. EZELL MARVIN DEVOE DOWNS AND BARBARA AND DOWNS CHARLES RIVERS PROPERTIES, LLC WILLIAMS S. CUNNINGHAM WALLACE JOSH CROWE AND WIFE PAMULA MARTIN WILLIAM D. SCHULHOFER AND E. JAKE SCHULHOFER WILLIAM D. SCHULHOFER HARDEE’S RESTAURANTS LLC GEORGE T. WOOD AND WIFE KAREN D. WOOD FREDRICK R. SPENCER, SR. AND WIFE JACKIE T. SPENCER DONALD V. OVERBAY AND WIFE STACY H. OVERBAY JACK C. BISHOP, JR. AND EVE K. BISHOP CO-TRSUTEES EDUARDO VILLAVECES AND WIFE TRACY L. EDWARDS PLEMMONS COMPUTER RESOURCES & TRAINING, INC SMOKY MOUNTAIN MENTAL HEALTH DEVELOPMENT FOUNDATION VIOLA N. FORGA AND LANA CHRISTINE FORGA, TRUSTEES HAYWOOD RENTALS, LLC CAROLYN B. INGRAM, CHARLES M. INGRAM, RICHARD W. BRUNETTE, AND BETTY T. BRUNETTE 232 / 236 MAIN STREET, LLC KRISTIN COFFEY, ELENOR COFFEY HAGAN-MCCRACKEN FARMS, LLC MORANCE PROPERTIES, A DIVISION OF CAROLINA AUTO PARTS WAREHOUSE CO. CLARENCE R. ROBINSON AND WIFE MARTHA B. ROBINSON EDITH SUMMERROW WHISENHUNT GERALD EDWARD BLAYLOCK AND WIFE, CHERRY C. BLAYLOCK SETH A. YARBOROUGH AND WIFE, CRYSTAL B. YARBOROUGH JENNIFER MCCREW KELLY 8615-38-9970, PAL PARKER, JR. TRUSTEE 48 PROPERTIES, LC, NORTH CAROLINA LLC CHARLES W. HIPPS AND WIFE JANE HIPPS 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 YEAR 2016 ADT 7700 600 12300 <50 200 300 7000 600 13300 <50 200 300 R U S S A V E U S 2 7 6 - L - - L - R U S S A V E U S 2 7 6 YEAR 2016 ADT WAYNESVILLE PL -Y18- 100 5200 14500 15200 2200 2900 <50 <50 5400 17700 17000 2300 3000 <50 R U S S A V E U S 2 7 6 - L - - L - R U S S A V E U S 2 7 6 YEAR 2016 ADT 7000 12400 13800 2800 4200 8500 16300 13400 2800 5700 R U S S A V E U S 2 7 6 - L - - L - R U S S A V E U S 2 7 6 YEAR 2016 ADT 7700 4300 1000 4400 5700 1100 R U S S A V E U S 2 7 6 - L - YEAR 2016 ADT 1300 12300 12400 600 700 1300 13400 13300 600 700 R U S S A V E U S 2 7 6 - L - - L - R U S S A V E U S 2 7 6 YEAR 2016 ADT -Y3- BRANNER AVE 7200 7700 600 100 8100 600 BUSINESS DRIVEWAY 100 <50 WALNUT ST -Y5- HAZEL ST -Y4- -Y2A- BOUNDARY ST BOUNDARY ST -Y2- 5400 8100 6000 7400 BOUNDARY ST -Y2- 700 7600 700 100 B O U N D A R Y S T - Y 2 A - -Y1- N. MAIN ST N. MAIN ST -Y1- 5400 4900 6000 9500 YEAR 2040 ADT TRAFFIC DATA TRAFFIC DATA YEAR 2040 ADT TRAFFIC DATA YEAR 2040 ADT TRAFFIC DATA YEAR 2040 ADT TRAFFIC DATA YEAR 2040 ADT TRAFFIC DATA YEAR 2040 ADT 10’ 14’ 11’ 5’ LANE LANE BIKE LANE LANE 8’ 2’ 2’-6" 10’ 6" 8’ 2’ 10’ 2’-6" 6" 10’ 14’ 11’ 5’ LANE LANE BIKE LANE LANE 8’ 2’ 2’-6" 10’ 6" 8’ 2’ 10’ 2’-6" 6" 10’ LANE 10’ 10’ 11’ 11’ 5’ 5’ LANE LANE LANE BIKE LANE LANE LANE BIKE 5’ 4’ 6" 2’-6" 10’ 6" 5’ 4’ 6" 10’ 2’-6" 6" = Urban Arterial = 40 mph DESIGN DATA Max. Superelev. Design Speed Functional Class. = 0.04 HISTORIC DISTRICT - Y 1 - - N . M A I N S T - - Y 1 - 11 11 1 0 10 1 0 - B OUN DA R Y S T - - Y 2 - - B OUNDA R Y S T - - Y 2 A - - W A L NUT S T - - WAYN E S V I LLE P L A Z A - - LEE S T - - Y 7 - - L - - BR ANN E R AV E - - Y 3 - - Y 9 - 17 . 5 20 . 5 13 16 16 12 12 1 4 10 11 5 1 0 14 10 11 5 - W A L NU T S T - - W A L NU TS T - - R U SS AV E - - D ELL WOOD R D - - D ELL WOOD R D - 14 10 11 1 0 11 5 1 3 5 11 10 11 11 10 11 5 5 11 10 1 1 1 1 10 11 5 5 1 1 1 0 11 - Y 5 - - Y 17 - - W . M A R S HA LL S T - - Y 4 - - HA ZEL S T - - Y 1 8 - - R I C H L AND CR EE K - L OAN A SS O C I A T I ON HAY W OOD S AV I NG S AND A G E N E R A L P A R T N E R S H I P F O W LE R E N TE R P R I S E S , C A R O L YN W . S M I T H M A R Y L . S M I T H A BB I E S . W I L K I N S AN D W I F E , C H A R LE S C . W I L K I N S K I R K P A T R I C K , I I I J A M E S W E AV E R W WW H O L D I NG S , LL C O F W AYN E S V I LLE , I N C . F I R S T P R E S Y TE R I AN C HU RC H HAY W O O D C O U N T Y S HANNON D . M O R GAN AND HU S B AND S H E RR Y E . LE W I S , E S & H P R O P E R T I E S , LL C A RR O W H E A D , I N C . A U T O B EL L TE RR Y E . S C HU LTE J A M E S E . C O P E AND 1 DO R I S W . B I S HO P 4 5 6 7 8 LLC COURT PARKWAY P I ZZ A , I N C . FAMILY ANG EL O S S A N D R A S . B I S H O P A N D W I F E , DON A L D C . B I S H O P S AND R A S . B I S HO P AND W I F E , DONA L D C . B I S HO P A C Q U I S I T I ON , LL C D E V EL O P M E N T & S OU T H E A S TE R N A C Q U I S I T I ON , LL C D E V EL O P M E N T & S OU T H E A S TE R N BR AX T ON S. L A W R E N C E L I S A R I TTE R F E R GU S ON AND W I F E , T I M O T HY R A L P H F E R GU S ON C A R O L I NA LL C C O M P ANY A NORTH YU R KO P R O P E R T I E S , LL C , RENTALS, LLC VONFEICHTER L OAN A SS O C I A T I ON AND HAY W OOD S AV I NG S A S T R U S TEE AND KA T H R YN C . G R EELE Y , A S T R U S TEE J . W ELL S G R EELE Y , INC. C O M P ANY , P U B L I S H I NG M O UN T A I N EE R J R . T R U S T E E C L I FF O R D M . HA R E L L , W I LL I A M S ON M O RR I S S T AN LE Y T R U S TEE O W E N , C OO P E R S AND R A R E A LT Y LL C R W B 2 3 ANNA MARIE REVELS C/O ANNA MARIE NOBECK GWEN B. FRIZZELL AND WIFE, SIDNEY D. FRIZZELL C L AY T ON B U R G I N J A M E S N.R. COFFEY HENDERSON BARKER BETTY AND TRUST COMPANY FIRST CITIZENS BANK FINNEY H. SHIRLEY 9 10 M A R Y S . B O R D E R AND W I F E , C HA R LE S R . B O R D E R MATERIALS INC SOUTHERN CONCRETE 12 13 14 11 15 16 17 18 19 20 K I M B E R L Y P E ND LE Y W AYN E P B , LL C R F L P M OUN T A I N CR EE K , LL C HO L D I NG S , LL C R OG E R S F A M I L Y A TE XA S LL C D I- C A R O L I NA S , LL C , JJ W L I M I T E D P A R T N E R S H I P 21 22 23 24 25 TRUITT LYNN TERRY INC. A RR O W H E AD , AUTOBELL W O R K S , LL C L U B E LLC P R O P E R T I E S , W AYN E S V I LLE T R U S TEE T AY L O R , J R ., J O S E P H E U EL E S T A TE , LL C F A M I L Y R E A L M C M AHON DA RR I S G . M OODY AND O LL I E E . G I B S ON 26 27 28 29 T R U S TEE C L I FF O R D M . H A R EL L , J R . M O S TE L LE R L. A L I C E C O M P ANY , I N C . S U PP L Y HAY W OOD B U I L D E R S 8615 - 38 - 2899 LLC S.H.ONE, C E N TE R , LL C W A YN E S V I LLE S H O P P I N G S C HU L HO F E R D . W I LL I A M INC. P R O P E R T I E S , YOUN T S OF NORTH CAROLINA NATIONAL BANK FIRST UNION I NV E S T O R S 4000 B , LL C F I R S T S T A TE S BISHOP J. DANIEL SMITH ROBIN CURRY E L L I S E BETH I N C . GA RR ETT - H I LL C R E S T , 30 2 7 6 276 276 276 F C C F F F F 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 C C C C C C C F C F F F F F F F F F F F F F F F F F F F F F C F F F
Transcript
Page 1: BEGIN TIP PROJECT U-5839 -L- POT Sta. 9+99 · 2016-12-06 · t = 30.95’ r = 200.00 ... 0 2 5 3 0-l- pot sta. 9+99.27 begin tip project u-5839 3 5 4 0 30 29 28 27 26 25 24 23 22

E

F R NP

R

T

E

O

O

LI

DP

AR

T

EN

T O

T A

TA

IO

ST

A

F N RTH C

AR

O

NA

M

S

O

TN

PLANS PREPARED BY:

0

SCALE

100’ 100’

SUBJECT TO CHANGE WITHOUT NOTICEFUNCTIONAL DESIGN

IN WAYNESVILLE.

FROM US 23/74 (GREAT SMOKY MOUNTAINS EXPWY) TO US 23 BUS (N MAIN ST)

CORRIDOR UPGRADE ON US 276 (RUSS AVE)

STATE PROJECT 50230.1.1

U-5839 HAYWOOD COUNTY

0.02 0.02

0.02 0.02

0.02 0.02

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

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

BUILDINGS

AND GUTTER

LAKES, RIVER, STREAMS AND PONDS

PRESENT ADT

FUTURE ADT

PROPERTY LINES

EXISTING TRAFFIC SIGNAL

AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,

EXISTING UTILITY EASEMENT

PROPOSED RIGHT OF WAY

PROPOSED MEDIAN

EXISTING ROADWAY TO BE REMOVED

NOTE: AERIAL PHOTOGRAPHY DATED 2015

EXISTING STRUCTURES, ISLAND, CURB

AND GUTTER TO BE REMOVED

EXISTING RAILROAD RIGHT OF WAY

NATIONAL REGISTER HISTORIC DISTRICT

DATE : DECEMBER 6, 2016

CEMETERY

NAD 83

RW

RW

RW

R

W

R

W

RW

RW

RW

RW

RW

RW

R

WR

W

RW

R

W

R

W

R

W

RW

R

WR

W

R

W R

W

R W

R W

R

W

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

R

W

RO

LL 1

OF 2

PR

OJE

CT 50230.1.1 (

U-5839)

US 276 (R

USS

AV

E)

FR

OM

US 23/74 (G

RE

AT S

MO

KY

MO

UN

TAIN

S

EX

PW

Y)

TO

US 23B

BU

S (N

MAIN

ST)

HA

YW

OO

D

CO

UN

TY

US 276 (R

USS

AV

E) F

RO

M

US 23/74 (G

RE

AT S

MO

KY

MO

UN

TAIN

S

EX

PW

Y) T

O

US 23B

BU

S (N

MAIN

ST)

HA

YW

OO

D

CO

UN

TY

PR

OJE

CT 50230.1.1 (U

-5839)

RO

LL 1 O

F 2

MATC

HLIN

E -L- STA. 4

0+

00 SEE RO

LL 2

OF 2

PU

BLIC

ME

ETIN

G

MA

PP

UB

LIC

ME

ETIN

G

MA

P

-Y1- PC Sta. 10+81.05

-Y1- PT Sta. 21+74.29

-Y1- PC Sta. 20+39.28

-Y1- PC Sta. 16+25.84

-Y1- PT Sta. 17+14.81

-Y1- PT Sta. 14+07.30

-Y2- POT Sta. 17+26.57

-Y2- POT Sta. 10+00.00

-Y3- PC Sta. 15+72.70

-Y3- PT Sta. 16+49.04

-Y3- POT Sta. 16+94.56

-Y2A- PC Sta. 15+57.80

-Y2A- POT Sta. 10+00.00

-Y2A- PC Sta. 10+35.01

-Y2A- PT Sta. 10+90.63

-Y2A- PT Sta. 16+15.13

-Y2A- POT Sta. 16+17.60

-Y4- POT Sta. 10+00.00

-Y5- PC Sta. 11+44.85

-Y5- PT Sta. 13+82.26

-Y5- PT Sta. 17+70.97

-Y5- POT Sta. 18+12.61

-L- PT Sta. 27+33.40

-Y5- POT Sta. 10+00.00

-Y17- POT Sta. 12+08.19

-Y17- POT Sta. 10+00.00

-Y7- PC Sta. 14+57.94

-Y7- PT Sta. 15+39.45

-Y7- POT Sta. 16+39.18

-Y7- POT Sta. 10+00.00

-L- PC Sta. 39+36.37

-Y18- POT Sta. 16+12.68

-Y18- PT Sta. 11+70.44

-Y18- PC Sta. 11+09.03

-Y18- POT Sta. 10+00.00

-Y8- POT Sta. 13+21.87

-Y8- POT Sta. 10+00.00

-Y19- POT Sta. 10+00.00

-Y9- PC Sta. 10+00.00

-Y3- PT Sta. 10+00.00

-L- PC Sta. 22+70.78

-L- PRC Sta. 15+36.24

-L- PT Sta. 18+61.31

-L- PC Sta. 13+38.33

U-TURN BULBOUT

POINT

GRADE

POINT

GRADE

17’-6" MEDIAN

POINT

GRADE

-L- (RUSS AVE)CL

-L- (RUSS AVE)CL

-L- (RUSS AVE)CL

VARIES 4:1 TO 2:1

TYPICAL SECTION NO. 3

VARIES 4:1 TO 2:1

TYPICAL SECTION NO. 2

VARIES 4:1 TO 2:1 VARIES 4:1 TO 2:1

TYPICAL SECTION NO. 1

VARIES 4:1 TO 2:1

VARIES 4:1 TO 2:1

-L-

PI Sta 12+53.05

D

L = 326.25’

T = 172.00’

R = 416.74’

PI Sta 16+70.84

D

L = 88.97’

T = 45.00’

R = 239.86’

PI Sta 21+07.28

D

L = 135.00’

T = 68.00’

R = 455.49’

-Y1-

-Y5-

-Y7-

PI Sta 11+39.98

D

L = 61.41’

T = 30.95’

R = 200.00’

-Y18-

PI Sta 13+20.47

D

L = 86.87’

T = 46.39’

R = 100.00’

-Y19-

PI Sta 15+02.63

D

L = 81.51’

T = 44.69’

R = 80.00’

-Y3-

PI Sta 15+87.58

D

L = 57.33’

T = 29.78’

R = 86.00’

PI Sta 10+65.00

D

L = 55.63’

T = 29.99’

R = 60.00’

PI Sta 16+13.59

D

L = 76.34’

T = 40.89’

R = 86.00’

-Y2A-

PI Sta 40+09.37

D

L = 145.98’

T = 72.99’

R = 10,000.00’

PI Sta 12+66.56

D

L = 242.69’

T = 127.00’

R = 333.57’

PI Sta 16+67.80

D

L = 208.16’

T = 105.00’

R = 643.05’

PI Sta 14+37.85

D

L = 197.90’

T = 99.52’

R = 756.00’

PI Sta 25+16.83

D

L = 462.63’

T = 246.05’

R = 549.00’

PI Sta 16+79.59

D

L = 280.07’

T = 143.35’

R = 533.00’

10

15

20

25

30

-L- POT Sta. 9+99.27BEGIN TIP PROJECT U-5839

35

40

30

29

28

27

26

25

24

23

22

21

20

EDWIN D. EZELL AND WIFE SHIRLEY B. EZELL

MARVIN DEVOE DOWNS AND BARBARA AND DOWNS

CHARLES RIVERS PROPERTIES, LLC

WILLIAMS S. CUNNINGHAM

WALLACE JOSH CROWE AND WIFE PAMULA MARTIN

WILLIAM D. SCHULHOFER AND E. JAKE SCHULHOFER

WILLIAM D. SCHULHOFER

HARDEE’S RESTAURANTS LLC

GEORGE T. WOOD AND WIFE KAREN D. WOOD

FREDRICK R. SPENCER, SR. AND WIFE JACKIE T. SPENCER

DONALD V. OVERBAY AND WIFE STACY H. OVERBAY

JACK C. BISHOP, JR. AND EVE K. BISHOP CO-TRSUTEES

EDUARDO VILLAVECES AND WIFE TRACY L. EDWARDS

PLEMMONS COMPUTER RESOURCES & TRAINING, INC

SMOKY MOUNTAIN MENTAL HEALTH DEVELOPMENT FOUNDATION

VIOLA N. FORGA AND LANA CHRISTINE FORGA, TRUSTEES

HAYWOOD RENTALS, LLC

CAROLYN B. INGRAM, CHARLES M. INGRAM, RICHARD W. BRUNETTE, AND BETTY T. BRUNETTE

232 / 236 MAIN STREET, LLC

KRISTIN COFFEY, ELENOR COFFEY

HAGAN-MCCRACKEN FARMS, LLC

MORANCE PROPERTIES, A DIVISION OF CAROLINA AUTO PARTS WAREHOUSE CO.

CLARENCE R. ROBINSON AND WIFE MARTHA B. ROBINSON

EDITH SUMMERROW WHISENHUNT

GERALD EDWARD BLAYLOCK AND WIFE, CHERRY C. BLAYLOCK

SETH A. YARBOROUGH AND WIFE, CRYSTAL B. YARBOROUGH

JENNIFER MCCREW KELLY

8615-38-9970, PAL PARKER, JR. TRUSTEE

48 PROPERTIES, LC, NORTH CAROLINA LLC

CHARLES W. HIPPS AND WIFE JANE HIPPS

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

YEAR 2016 ADT

7700

600

12300

<50 200

300 7000

600

13300

<50 200

300

RU

SS

AVE

US 276

-L-

-L-

RU

SS

AVE

US 276

YEAR 2016 ADTWAYNESVILLE PL

-Y18-

100

5200

14500 15200

2200 2900

<50 <50

5400

1770017000

2300 3000

<50

RU

SS

AVE

US 276

-L-

-L-

RU

SS

AVE

US 276

YEAR 2016 ADT

7000

12400 13800

2800 4200

8500

1630013400

2800 5700

RU

SS

AVE

US 276

-L-

-L-

RU

SS

AVE

US 276

YEAR 2016 ADT

7700

4300

1000

4400

5700

1100

RU

SS

AVE

US 276

-L-

YEAR 2016 ADT

1300

12300 12400

600 700

1300

1340013300

600 700

RU

SS

AVE

US 276

-L-

-L-

RU

SS

AVE

US 276

YEAR 2016 ADT

-Y3-

BRANNER AVE

7200

7700

600

100

8100

600

BUSINESS DRIVEWAY

100

<50

WALNUT ST

-Y5-

HAZEL ST

-Y4-

-Y2A-

BOUNDARY ST

BOUNDARY ST

-Y2-

5400

8100

6000

7400

BOUNDARY ST

-Y2-

700

7600

700

100

BO

UN

DA

RY ST

-Y2

A-

-Y1-

N. MAIN ST

N. MAIN ST

-Y1-

5400

4900

6000

9500

YEAR 2040 ADT

TRAFFIC DATA

TRAFFIC DATA

YEAR 2040 ADT

TRAFFIC DATA

YEAR 2040 ADT

TRAFFIC DATA

YEAR 2040 ADT

TRAFFIC DATA

YEAR 2040 ADT

TRAFFIC DATA

YEAR 2040 ADT

10’ 14’11’5’

LANELANEBIKE LANELANE

8’2’

2’-6"

10’

6"8’

2’

10’

2’-6"

6"

10’ 14’11’5’

LANELANEBIKE LANELANE

8’2’

2’-6"

10’

6"8’

2’

10’

2’-6"

6"

10’

LANE

10’ 10’11’ 11’ 5’5’

LANELANELANEBIKE LANELANE

LANEBIKE

5’ 4’6"

2’-6"

10’

6"5’4’

6"

10’

2’-6"

6"

= Urban Arterial= 40 mph

DESIGN DATA

Max. Superelev.Design Speed Functional Class.

= 0.04

HISTORIC DISTRICT

-Y1-

-N. M

AIN

ST-

-Y1-

11’11’

10’

10’10’

-BO

UN

DA

RY ST-

-Y2-

-BO

UN

DA

RY ST--Y2

A-

-W

ALN

UT ST-

-WAYN

ESVILLE PLAZA-

-LEE ST-

-Y7-

-L-

-BRA

NN

ER A

VE-

-Y3-

-Y9-

17.5’

20.5’

13’

16’

16’

12’12’

14’

10’

11’

5’

10’

14’

10’

11’

5’

-WALNUT ST-

-WALNUT ST-

-RUSS A

VE-

-DELLWO

OD RD-

-DELLWOOD RD-

14’

10’

11’

10’

11’

5’

13’

5’

11’

10’

11’

11’

10’

11’

5’

5’

11’

10’

11’

11’

10’

11’

5’

5’

11’

10’

11’

-Y5-

-Y17--

W. M

ARSH

ALL ST-

-Y4-

-H

AZEL ST-

-Y18-

-RICHLAND CREEK-

LOAN ASSOCIATIONHAYWOOD SAVINGS AND

A GENERAL PARTNERSHIP

FOWLER ENTERPRISES,

CAROLYN W. SMITH

MARY L. SMITH

ABBIE S. WILKINSAND WIFE,

CHARLES C. WILKINS

KIRKPATRICK, IIIJAMES WEAVER

WWW HOLDINGS, LLC

OF WAYNESVILLE, INC.FIRST PRESYTERIAN CHURCH

HAYWOOD COUNTY

SHANNON D. MORGANAND HUSBAND

SHERRY E. LEWIS,

ES&H PROPERTIES, LLC

ARROWHEAD, INC.AUTOBELL

TERRY E. SCHULTE

JAMES E. COPE AND

1

DORIS W. BISHOP

4

5

6

7

8

LLCCOURT

PARKWAY

PIZZA, INC.FAMILY

ANGELO’S

SANDRA S. BISHOPAND WIFE,

DONALD C. BISHOP

SANDRA S. BISHOPAND WIFE,

DONALD C. BISHOP

ACQUISITION, LLC

DEVELOPMENT &

SOUTHEASTERN

ACQUISITION, LLC

DEVELOPMENT &

SOUTHEASTERN

BRAXTONS.

LAWRENCE

LISA RITTER FERGUSON

AND WIFE,

TIMOTHY RALPH FERGUSON

CAROLINA LLC COMPANYA NORTH

YURKO PROPERTIES, LLC,

RENTALS, LLCVONFEICHTER

LOAN ASSOCIATIONAND

HAYWOOD SAVINGS

AS TRUSTEEAND KATHRYN C. GREELEY,

AS TRUSTEEJ. WELLS GREELEY,

INC.COMPANY, PUBLISHING

MOUNTAINEER

JR. TRUSTEECLIFFORD M. HARELL,

WILLIAMSONMORRIS

STANLEY

TRUSTEEOWEN,

COOPERSANDRA

REALTY LLCRWB

23

ANNA MARIE REVELSC/O

ANNA MARIE NOBECK

GWEN B. FRIZZELLAND WIFE,

SIDNEY D. FRIZZELL

CLAYTONBURGIN JAMES

N.R. COFFEY

HENDERSONBARKER BETTY

AND TRUST COMPANYFIRST CITIZENS BANK

FINNEYH.

SHIRLEY

9

10

MARY S. BORDERAND WIFE,

CHARLES R. BORDER

MATERIALS INCSOUTHERN CONCRETE

12

13

14

11

15

16

17

18

19

20

KIMBERLY PENDLEY

WAYNEPB, LLC

RFLP MOUNTAIN CREEK, LLC

HOLDINGS, LLCROGERS FAMILY

A TEXAS LLC

DI-CAROLINAS, LLC,

JJW LIMITED PARTNERSHIP

21

22

23

24

25TRUITTLYNN

TERRY

INC.ARROWHEAD,

AUTOBELL

WORKS, LLCLUBE

LLCPROPERTIES, WAYNESVILLE

TRUSTEE

TAYLOR, JR.,

JOSEPH EUEL

ESTATE, LLCFAMILY REAL

MCMAHON

DARRIS G. MOODYAND

OLLIE E. GIBSON

26

27

28

29

TRUSTEE

CLIFFORD M. HARELL, JR.

MOSTELLERL.

ALICE

COMPANY, INC.SUPPLY

HAYWOOD BUILDERS 8615-38-2899

LLCS.H.ONE,

CENTER, LLCWAYNESVILLE SHOPPING

SCHULHOFERD.

WILLIAM

INC.PROPERTIES,

YOUNTS

OF NORTH CAROLINANATIONAL BANK

FIRST UNION

INVESTORS 4000B, LLCFIRST STATES

BISHOPJ.

DANIEL

SMITHROBIN

CURRYELLISE BETH

INC.GARRETT-HILLCREST,

30

276

276

276

276

F

CC

F

F

F

F

C

C

F

C

F

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

CC

C

C

CC

C

C

CF

C

F

F

F

F

F

F

F

F

F

F

F

F

F

FF

F

F

F

FF

F

C

F

F

F

Page 2: BEGIN TIP PROJECT U-5839 -L- POT Sta. 9+99 · 2016-12-06 · t = 30.95’ r = 200.00 ... 0 2 5 3 0-l- pot sta. 9+99.27 begin tip project u-5839 3 5 4 0 30 29 28 27 26 25 24 23 22

0.02 0.02

E

F R NP

R

T

E

O

O

LI

DP

AR

T

EN

T O

T A

TA

IO

ST

A

F N RTH C

AR

O

NA

M

S

O

TN

PLANS PREPARED BY:

0

SCALE

100’ 100’

SUBJECT TO CHANGE WITHOUT NOTICEFUNCTIONAL DESIGN

IN WAYNESVILLE.

FROM US 23/74 (GREAT SMOKY MOUNTAINS EXPWY) TO US 23 BUS (N MAIN ST)

CORRIDOR UPGRADE ON US 276 (RUSS AVE)

STATE PROJECT 50230.1.1

U-5839 HAYWOOD COUNTY

NOTE: AERIAL PHOTOGRAPHY DATED 2015

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

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

BUILDINGS

AND GUTTER

LAKES, RIVER, STREAMS AND PONDS

PRESENT ADT

FUTURE ADT

PROPERTY LINES

EXISTING TRAFFIC SIGNAL

AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,

EXISTING UTILITY EASEMENT

PROPOSED RIGHT OF WAY

PROPOSED MEDIAN

EXISTING ROADWAY TO BE REMOVED

EXISTING STRUCTURES, ISLAND, CURB

AND GUTTER TO BE REMOVED

EXISTING RAILROAD RIGHT OF WAY

EXISTING CONTROL OF ACCESS

DATE : DECEMBER 6, 2016

CEMETERY

NAD 83

C

A

CA

CA

CA

CA

CA

C

A

C

A

CA

CACA

CA

CA

C

A

C

A

CA

C

A

R

W

R

W

RW

R

W

R

WR

W

R

WR

W

R W

R W

R W

RW

R

W

R

W

R

WR

W

RW

R

W

RW

RW

RW

RW

RW

R

W

RW

RW

R

W

R

W

R

W

C

A

RO

LL 2 O

F 2

PR

OJE

CT 50230.1.1 (

U-5839)

US 276 (R

USS

AV

E)

FR

OM

US 23/74 (G

RE

AT S

MO

KY

MO

UN

TAIN

S

EX

PW

Y)

TO

US 23B

BU

S (N

MAIN

ST)

HA

YW

OO

D

CO

UN

TY

RO

LL 2 O

F 2

PR

OJE

CT 50230.1.1 (U

-5839)

US 276 (R

USS

AV

E) F

RO

M

US 23/74 (G

RE

AT S

MO

KY

MO

UN

TAIN

S

EX

PW

Y) T

O

US 23B

BU

S (N

MAIN

ST)

HA

YW

OO

D

CO

UN

TY

MA

TC

HLIN

E -L- STA. 4

0+

00 SEE R

OLL 1 O

F 2

PU

BLIC

ME

ETIN

G

MA

PP

UB

LIC

ME

ETIN

G

MA

P

-Y9- PT Sta. 16+42.22

-Y9- POT Sta. 16+78.25

-Y9- PRC Sta. 14+11.45

-Y9- PCC Sta. 12+97.17

-Y10- PT Sta. 15+83.13

-Y10- PT Sta. 13+27.14

-Y10- PC Sta. 13+48.41

-L- PT Sta. 40+82.36

-Y10- PC Sta. 11+57.36

-Y10- POT Sta. 10+00.00

-Y11- POT Sta. 12+13.47

-Y11- POT Sta. 10+00.00

-Y12- POT Sta. 10+00.00

-Y12- PC Sta. 10+61.44

-Y12- PT Sta. 11+77.11

-Y12- POT Sta. 13+37.99

-Y13- POT Sta. 10+00.00

-Y13- POT Sta. 14+52.20

-Y20- PC Sta. 11+24.28

-Y20- PT Sta. 11+53.38

-Y20- PT Sta. 11+03.56 -Y20- PC Sta. 10+76.29

-Y14- POT Sta. 10+00.00

-Y14- POT Sta. 14+05.80

-Y20- POT Sta. 12+51.63

-Y14A- POT Sta. 10+00.00

-Y14A- POT Sta. 13+16.14

-L- PC Sta. 59+55.73

-Y15- POT Sta. 10+00.00

-Y15- PC Sta. 11+30.93

-Y15- PT Sta. 11+90.81

-Y15- PC Sta. 14+18.92

-Y15- PT Sta. 15+77.72

-Y15- POT Sta. 17+90.82-L- PT Sta. 73+08.85

-L- PC Sta. 74+14.12

-L- PT Sta. 75+10.24

-L- PT Sta. 69+80.96

-Y21RPB- POT Sta. 10+00.00

-Y21RPB- TS Sta. 10+74.07

-Y21RPB- SC Sta. 12+34.07

-Y21RPB- PT Sta. 14+32.26

-Y21RPB- POT Sta. 16+93.43

-Y21RPA- POT Sta. 10+00.00

-Y21RPA- PC Sta. 10+61.61

-Y21RPA- PT Sta. 12+54.69

-Y21RPA- POT Sta. 15+02.37

-Y21LPB- ST Sta. 18+59.48

-Y21LPB- ST Sta. 10+00.00

-Y21LPB- CS Sta. 15+95.48

-Y21LPB- SC Sta. 12+64.00

-Y21LPB- POT Sta. 20+19.82

-Y21- POT Sta. 10+00.00

-Y21- PC Sta. 19+70.41

-Y21- PT Sta. 21+84.97

-Y21- POT Sta. 21+98.65

-Y21LPD- ST Sta. 10+00.00

-Y21LPD- SC Sta. 12+58.00

-Y21LPD- PT Sta. 16+56.67

-Y21LPD- PC Sta. 18+18.34

-Y21LPD- PT Sta. 19+92.02

-Y21LPD- POT Sta. 20+42.37

-Y21RPD- POT Sta. 10+00.00

-Y21RPD- TS Sta. 10+35.48

-Y21RPD- CS Sta. 13+59.12

-Y21RPD- ST Sta. 15+39.12

-Y21RPD- PC Sta. 15+89.97

PT Sta. 17+53.35

-Y21RPD-

-Y21RPD- POT Sta. 17+99.81

-Y16- POT Sta. 18+02.09

-Y16- PT Sta. 12+46.78

RETAINING WALL

RETAINING WALL

RETAINING WALL

RETAINING WALL

-Y20- POT Sta. 10+00.00

-Y21RPD- SC Sta. 12+15.48

17’-6" MEDIAN

POINT

GRADE

-L- (RUSS AVE)CL

VARIES 4:1 TO 2:1

VARIES 4:1 TO 2:1

TYPICAL SECTION NO. 3

PI Sta 12+42.36

D

L = 169.78’

T = 85.00’

R = 1,361.76’

PI Sta 14+67.88

D

L = 234.73’

T = 119.48’

R = 510.30’

-Y10-

PI Sta 11+71.44

D

L = 115.66’

T = 110.00’

R = 50.82’

-Y12-

PI Sta 10+90.03 PI Sta 11+38.93

PI Sta 13+55.01

D

L = 114.28’

T = 57.84’

R = 300.00’

PI Sta 15+32.40

D

L = 230.77’

T = 120.95’

R = 312.00’

-Y9-

PI Sta 11+48.66

D

L = 297.17’

T = 148.66’

R = 3,877.50’

-Y20-

D

L = 29.10’

T = 14.65’

R = 100.00’

D

L = 27.27’

T = 13.74’

R = 90.00’

PI Sta 11+60.88

D

L = 59.88’

T = 29.96’

R = 718.61’

PI Sta 14+98.92

D

L = 158.79’

T = 80.00’

R = 528.50’

-Y15-

PI Sta 11+27.06

D

L = 246.78’

T = 127.06’

R = 420.00’

-Y16-

PI Sta 20+77.76

D

L = 214.56’

T = 107.35’

R = 2,400.00’

-Y21-

PI Sta 13+36.59

D

L = 198.19’

T = 102.52’

R = 314.00’

PIs Sta 11+81.10

F

Ls = 160.00’

LT = 107.03’

ST = 53.67’

-Y21LPB- -Y21RPB-

PI Sta 11+58.34

D

L = 193.08’

T = 96.74’

R = 1,239.00’

-Y21RPA-

PIs Sta 11+82.90

F

Ls = 264.00’

LT = 182.90’

ST = 94.30’

PI Sta 15+38.81

D

L = 331.48’

T = 274.81’

R = 158.00’

PIs Sta 16+89.79

F

Ls = 264.00’

LT = 182.90’

ST = 94.30’

-Y21LPD-

-Y21RPD-

PIs Sta 11+78.78

F

Ls = 258.00’

LT = 178.78’

ST = 92.19’

PI Sta 18+00.87

D

L = 398.67’

T = 542.87’

R = 154.00’

PI Sta 19+07.91

D

L = 173.68’

T = 89.57’

R = 288.00’

PIs Sta 11+56.00

F

Ls = 180.00’

LT = 120.52’

ST = 60.47’

PI Sta 12+88.58

D

L = 143.63’

T = 73.10’

R = 314.00’

PIs Sta 14+19.59

F

Ls = 180.00’

LT = 120.52’

ST = 60.47’

PI Sta 16+73.56

D

L = 163.37’

T = 83.58’

R = 314.00’

B

A

D

-L-

PI Sta 64+87.89

D

L = 1,025.24’

T = 532.16’

R = 1,550.00’

PI Sta 72+97.22

D

L = 23.27’

T = 11.64’

R = 700.00’

PI Sta 74+62.25

D

L = 96.12’

T = 48.14’

R = 700.00’

-L- POT Sta. 72+85.58END TIP PROJECT U-5839

40

45

50

55

60

65

70

41

40

39

38

37

36

35

34

33

32

31

REBECCA JO PHILIPS AND RAYMOND STENGER

WENDY FERGUSON AND WIFE LINDA G. FERGUSON

TOWN OF WAYNESVILLE

TOWN OF WAYNESVILLE

JAMES T. NELSON AND WIFE BURNNIA MAE NELSON

NICHOLAS DONADIO AND WIFE CLAUDIA DONADIO

JOHN H. BURGIN, TRUSTEE

CALDWELL REAL ESTATE HOLDINGS

ALAN C. RITSEMA

ALAN C. RITSEMA AND WIFE KATHY RITSEMA

JOE JACK MESSER AND WIFE PARALEE MESSER

YEAR 2016 ADTHOWELL MILL RD

-Y10-

-Y9-

DELLWOOD RD

1100

4300

15200 23300

1100 1800

1100 8500

5000

13100

2740017700

1300 2100

1300 10200

RU

SS

AVE

US 276

-L-

-L-

RU

SS

AVE

US 276

BUSINESS DRIVEWAY

BARBER BLVD

-Y13- YEAR 2016 ADT

6900

23300 25000

1200

2800 4000

800300

7200

2920027400

2900 4200

300 800

1200

RU

SS

AVE

US 276

-L-

-L-

RU

SS

AVE

US 276

-Y14-

FRAZIER ST

RU

SS

AVE

US 276

-L-

-L-

RU

SS

AVE

US 276

YEAR 2016 ADT

1500

1600

25600 25300

900 600

FRAZIER ST

-Y14A-

200

100100

29800 29400

6001000

-Y21-

US 23/74

US 23/74

-Y21-

RU

SS

AVE

US 276

-L-

-L-

RU

SS

AVE

US 276

YEAR 2016 ADT

33700

1620025300

32600

5000 5900

100011000

41000

42500

1790029400

6300 7400

13900 1300

YEAR 2016 ADTTAPROOT DR

-Y16-

PHILIPS RD

SR 1202

RU

SS

AVE

US 276

-L-

-L-

RU

SS

AVE

US 276

1000

16200 15600

<50

800 200

<50 <50

<50

1710017900

<50 <50

1000 200

1200

TRAFFIC DATA

YEAR 2040 ADT

TRAFFIC DATA

YEAR 2040 ADT

YEAR 2040 ADT

TRAFFIC DATA

TRAFFIC DATA

YEAR 2040 ADT

TRAFFIC DATA

YEAR 2040 ADT

10’ 10’11’ 11’ 5’5’

LANELANELANEBIKE LANELANE

LANEBIKE

5’ 4’6"

2’-6"

10’

6"5’4’

6"

10’

2’-6"

6"

= Urban Arterial= 40 mph

DESIGN DATA

Max. Superelev.Design Speed Functional Class.

= 0.04

-Y21L

PB-

-Y21L

PD-

12’12’

12’12’

12’12’12’

12’12’12’12’

-B

ARBER BLV

D-

-Y13-

-Y12--LOVE LN-

12’

11’

11’

11’

-Y15-

-BIB

LE BAPTIS

T DR-

-RUSS AVE-

-RUSS AVE-

-Y16-

-RUSS AVE-

-DELLW

OO

D RD-

-P

HIL

LIP

S R

D-

11’

10’

11’

5’

11’

5’

11’

10’

11’11’

10’

11’

5’

11’

11’

10’

11’

5’

11’

10’

11’

5’

11’

10’

11’

5’

-Y9-

-H

OW

ELL

MIL

L R

D-

-Y10-

-O

RC

HA

RD

VIE

W

DR-

-Y11-

-Y20-

-BETS

Y

AC

RE LA

NE-

-Y14-

-FRAZIE

R ST-

-FR

AZIE

R ST (2)-

-Y14

A-

-Y21R

PB-

-Y21R

PA-

-Y21-

-Y21R

PD-

-GARRETT HILLCREST CEMETERY-

-G

REA

T S

MO

KY

MO

UN

TAIN

S EXPY-

W.R. BOYD INVESTMENTS

BARBER LAND COMPANY, LLC

GARRETT-HILLCREST INC

WILLIAM C. DAVIS

NANCY CRAWFORD

PCF-WAYNESVILLE, LLC

MCDONALD’S USA, LLC

INGLE’S MARKETS, INC.

INGLE’S MARKETS, INC.

INGLE’S MARKETS, INC.

LLC

PROPERTIES,

WAYNESVILLE

LLCPROPERTIES, WAYNESVILLE

PROPERTIES, LLC.WAYNESVILLE

MILNERDEAN

MICHAEL

NORMANE.

MARION

WIFE CINDY COWARDAND

KEITH W. COWARD

DOUGLAS NORMANAND

JUDITH (JUDY) NORMAN

LLCNM STREET,

LLCINVESTMENTS,

W.R. BOYD INC

HOUSE, WAFFLE

CORPORATIONINVESTMENT

BIG SKY

TRUSTEERITSEMA, HENDRIK

WESTCOFFEY KRISTIN

COFFEYL.

JOHN

LLCLEGACY, MORGAN

31

32

33

34

35

36

37

38

39

40

41

STORE MASTER FUNDING VII, LLC

BANKHOMETOWN

DEVELOPERSG AND T

LLCWAYNESVILLE NC,

COLE CV

LLCHOLDINGS,

MANIDA

276 276

276

74

23

C

C

F

F

F

F

F

F

F

F

F

C

F

C

F

F

F

F

F

C

C

F

C

C

C

C

C

C

C CC

C

C C

C

C

C

C

C

C

C

F

F F

F

F

FF

FF

F F

C

F

F

F

FF

F

F

F

F

F

F

FF

F

F

F

F

F

F

F

F

F

F

F

FF

F F

CC

C

C

C

C

F

F

F

C

F

F

C

F


Recommended