SURVEY CONTROL, EXISTING CENTERLINES, RIGHT OF WAY ...

-L- STA. 18+03.85

BEGIN PROJECT I-5711

MEB

AN

E CIT

Y LIMIT

S

MEB

AN

E CIT

Y LIMIT

S

-L- MEBANE OAKS RD (SR 1007)

-Y1- I-

85 / I-40

-L- STA. 50+00.00

END PROJECT I-5711

-L- MEBANE OAKS RD (SR 1007)

-Y- C

AM

ER

ON

LN (S

R 2034)

-Y1- I-

85/I-40

-RPC_Y1-

-RPB_Y1-

-RPA_Y1-

-RPD_Y1-

MA

HR

UD

OT

TO

ENABEM OT

OR

OB

SN

EE

RG

OT

)6

812

RS(

NL

E

GA

DN

UR

B -

3Y-

(SR 2210)FOREST OAKS LN

-Y2-

MEBANE CITY LIMITS

A D

B C

N C54

-Y- Sta. 13+72.47BEGIN CONSTRUCTION

-Y- Sta. 16+87.00END CONSTRUCTION

-Y1- STA. 18+20.00BEGIN CONSTRUCTION

MEBANECITY LIMITS

-Y1- STA. 34+40.00END CONSTRUCTION

-Y2- STA. 13+05.00END CONSTRUCTION


-RPB_Y1- STA. 10+75.00BEGIN CONSTRUCTION

-RPC_Y1- STA. 10+50.00BEGIN CONSTRUCTION

-RPD_Y1- STA. 12+00.00BEGIN CONSTRUCTION

-RPA_Y1- STA. 12+50.00BEGIN CONSTRUCTION

-L- Sta. 28+15.65WIDENINGEND BRIDGE

-L- Sta. 25+96.62WIDENINGBEGIN BRIDGE

ARR

OW

HEA

D

BLV

D

-Y-

CR

OSSIN

G

GA

RRETT

-Y4-


RIGHT OF WAY DATE: LETTING DATE:

STATE STATE PROJECT REFERENCE NO. NO.TOTALSHEETS

SHEET

Prepared in the Office of:

SIGNATURE:

09/08/99

DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

$$$$$$

SY

STIM

E$$$$$

$$$$$$$$$$$$$$$$

DG

N$$$$$$$$$$$$$$$$

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US

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NA

ME$$$$

TIP P

ROJE

CT:

ALAMANCE COUNTY

AR

TM

E

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A

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DE

P

TOF TRA

SPO

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TIO

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OF N RTC

A

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2018 STANDARD SPECIFICATIONS

RW01N.C.

RIGHT OF WAY, EASEMENTS AND PROPERTY TIESSURVEY CONTROL, EXISTING CENTERLINES,

SURVEYOR

PROFESSIONAL LAND

0

PLANS

50 25 50 100

GRAPHIC SCALE

DATUM DESCRIPTIONTHE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT

IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY

THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT

THE N.C. LAMBERT GRID BEARING AND

ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES

LOCALIZED HORIZONTAL GROUND DISTANCE FROM

Date:

1 PRO

FESSIONAL

NORT

H CAROLINA

SEAL

ROYEVRUS

DN

AL

L-3996

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ENGINEERINGOF NC, INC.NO. C-1938ERTI

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SOLUTIONS

SEPT. 28, 2018 MARCH 17, 2020

RW04 RW05 RW06

RW

07

RW

08

I-5711

I-5711

NCDOT FOR MONUMENT "I5711-2"

WITH NAD 83/NSRS 2011 STATE PLANE GRID COORDINATES OF

NORTHING: 844997.878(ft) EASTING: 1919627.354(ft)

ELEVATION: 669.17(ft)

(GROUND TO GRID) IS: 0.99994760

"I5711-2" TO -L- STATION 18+03.85 IS

N 23^45'29.7" W 785.73(ft)

VERTICAL DATUM USED IS NAVD 88

U/ MTL CANOPY

4 GAS PUMPS

2-ISL'S

WELL

MON

WELL

MON

WELL

MON

43.10'

+08.09

43.71'

+62.85

44.12'

+67.83

29.59'

+77.56

45.44'

+05.51

56.7

9'

+57.6

1

84.6

4'

+73.3

1

129.8

9'

+63.5

9

173.68'

+26.

26

175.2

1'

+74.6

1

176.8

1'

+96.2

8

161.60'

+69.2

6

166.6

0'

+38.8

8

209.77'

+74.61

60.4

5'

+29.6

3

63.92'

+54.43

36.48'

+76.5669.02'

+01.77

36.3

9'

+70.2

4

34.36'

+44.82

+65.79

28.91'

27.72'

+61.01

27.24'

+99.41

45.54'

+91.32

184.0

4'

+53.5

516

2.0

7'

+03.5

7

164.82'

+93.00

204.51'

+49.50

345.61'

+05.05

62.20'

+91.65

44.32'

+87.4943.4

9'

+25.7

1

44.17'

+77.3

6

8"

HDP

E

73.4

8'

+50.0

7

79.8

7'

+96.0

779.8

2'

+06.6

2

38.71'

+77.76

31.98'

+00.35

31.79'

+76.58

NAD 83 / 2011

SR 2186 BRUNDAGE LN BST

> > >

>

>

>

>

>

>

>>>>

>

>

>

>

>

>

ELEV=662.82

E=1919814.0850

N=844598.2830

"BY-103"

ELEV=659.19

E=1919956.6120

N=844297.8820

"BY-104"

ELEV=647.97

E=1920289.0690

N=843641.0350

"BY-105"

ELEV=629.11

E=1920553.8920

N=843063.0030

"BY-106"

ELEV=622.92

E=1920755.8500

N=842496.1550

"BY-107"

ELEV=624.28'

E=1920613

N=842723

BM5

ELEV=636.72

E=1920675.4960

N=844424.9520

"BY2-301"

ELEV=606.45'

E=1922210

N=845821

BM3

ELEV=608.62

E=1922084.0870

N=846026.5360

"BL-7"

ELEV=616.29

E=1921573.2240

N=845804.7410

"BL-6"

ELEV=624.43

E=1921066.7880

N=845581.7590

"BL-5"

ELEV=635.10

E=1920424.9010

N=845308.1150

"BL-4"

ELEV=659.36

E=1919776.6790

N=845304.4410

"BL-3" ELEV=677.84

E=1919898.1560

N=845735.5840

"BY1-202"

ELEV=663.42'

E=1919454

N=845117

BM2

ELEV=669.17

E=1919627.3540

N=844997.8780

"I5711-2"ELEV=634.26

E=1918057.3700

N=844280.2770

"BL-2"

ELEV=631.92

E=1917279.6590

N=843965.1770

"BL-1"ELEV=636.35'

E=1917267

N=844045

BM#1

ELEV=675.52

E=1919048.4500

N=846292.1710

"BY-101"

ELEV=673.90'

E=1919115

N=846039

BM4

ELEV=652.55

E=1918842.4920

N=845500.4170

"BY1-201"

ELEV=672.10

E=1919324.6950

N=845568.8010

"BY-102"

NC GRID

NAD 83 NA 2011

SR 2187 WILSON RD BST

SR 2210 FOREST OAKS LN BST

-EY1-

CIT

Y LIMIT

S

ME

BA

NE

ME

BA

NE

CIT

Y

LIMIT

S

ME

BA

NE

CIT

Y

LIMIT

S

ME

BA

NE

CIT

Y

LIMIT

S

CITY LIMITS

MEBANE

-E

Y-

-EL-

-EY2-

-E

Y-

CITY LIMITS

MEBANE

-E

Y-

SR 2186 BRUNDAGE LN

I-85 SBL/I-40 WBL BST

I-85 NBL/I-40 EBL BST

SR 10

07

ME

BA

NE

OA

KS

RD

SR 10

07

ME

BA

NE

OA

KS

RD

PC

PT

PO

T

POT

PC

PT

PC

PT

PC

PT

PC

PT

PC

PT

PC

PT

POT

PO

T

PO

T

PO

T

POT

650.0

0

268.83

84.19

380.87

144.98414.2

0

758.43

980.00

5,943.10

ELEV=645.69

E=1918661.0780

N=844551.9420

"I5711-1"

TO BURLINGTON

TO HILLSBOURGH

ARROWHEAD BLVD

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TO

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Location and Surveys

W/ EXISTING CENTERLINE ALIGNMENTS PRIOR TO CONSTRUCTION

I-5711 SURVEY CONTROL SHEET I-5711 RW02C-1

NOTES:

AND SURVEYS UNIT.

FURTHER INFORMATION REGARDING PROJECT CONTROL IS NEEDED, PLEASE CONTACT THE LOCATION

2. THE SURVEY CONTROL DATA FOR THIS PROJECT HAS BEEN COMPILED FROM VARIOUS SOURCES. IF

1. PROJECT CONTROL WAS ESTABLISHED USING GNSS, THE GLOBAL NAVIGATION SATELLITE SYSTEM.

BL7 I5711 BL-7 846026.5360 1922084.0870 608.62

BL6 I5711 BL-6 845804.7410 1921573.2240 616.29

BL5 I5711 BL-5 845581.7590 1921066.7880 624.43

BL4 I5711 BL-4 845308.1150 1920424.9010 635.10

BL3 I5711 BL-3 845304.4410 1919776.6790 659.36

102 844201.9815 1920225.2251 UNKNOWN

101 844120.4850 1920037.9600 UNKNOWN

BL2 I5711 BL-2 844280.2770 1918057.3700 634.26

BL1 I5711 BL-1 843965.1770 1917279.6590 631.92

------------ ---------------- ---------------- ---------------- ----------------

POINT DESC. NORTH EAST ELEVATION

BL

BY107 I5711 BY-107 842496.1550 1920755.8500 622.92

BY106 I5711 BY-106 843063.0030 1920553.8920 629.11

BY105 I5711 BY-105 843641.0350 1920289.0690 647.97

BY104 I5711 BY-104 844297.8820 1919956.6120 659.19

BY103 I5711 BY-103 844598.2830 1919814.0850 662.82

1002 844997.8780 1919627.3540 669.17

BY102 I5711 BY-102 845568.8010 1919324.6950 672.10

BY101 I5711 BY-101 846292.1710 1919048.4500 675.52

------------ ---------------- ---------------- ---------------- ----------------


BY

BY201 I5711 BY1-201 845500.4170 1918842.4920 652.55

10002 845568.8010 1919324.6950 672.10

BY202 I5711 BY1-202 845735.5840 1919898.1560 677.84

------------ ---------------- ---------------- ---------------- ----------------


BY1

1004 I5711 BY-104 844297.8820 1919956.6120 659.19

BY301 I5711 BY2-301 844424.9520 1920675.4960 636.72

------------ ---------------- ---------------- ---------------- ----------------


BY2

****************************************

Bench tie in 24" Sweet Gum

N 844045 E 1917267

BM1 ELEVATION = 636.35

****************************************

****************************************

Bench tie in 18" Oak

N 845117 E 1919455


****************************************

****************************************

Bench tie in 12" Popular

N 845821 E 1922211


****************************************

****************************************

Bolt on Autozone Sign

N 846039 E 1919115


****************************************

****************************************

Bench tie in a 12" Pine Tree

N 842723 E 1920613


****************************************

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SURVEY CONTROL SHEET I-5711 RW02C-2

NOTES:

AND SURVEYS UNIT.




EL

POINT N E BEARING DIST DELTA D L T RPOT 843902.425 1913507.455

LINE S 86°15'08.4" E 2462.19

PC 843741.490 1915964.381

CURVE N 80°04'11.5" E 1806.44 27°21'20.3"(LT) 01°30'00.0" 1823.71 929.58 3819.72

PT 844053.005 1917743.756

LINE N 66°23'31.3" E 5943.10

POT 846433.077 1923189.461

EY

POINT N E BEARING DIST DELTA D L T RPOT 846466.116 1919019.211

LINE S 21°14'58.1" E 758.43

PC 845759.249 1919294.089

CURVE S 24°12'32.5" E 394.43 05°55'08.8"(LT) 01°30'00.0" 394.61 197.48 3819.72

PT 845399.505 1919455.832

LINE S 27°10'06.8" E 1003.56

PC 844506.674 1919914.066

CURVE S 26°01'37.2" E 114.15 02°16'59.4"(RT) 02°00'00.0" 114.16 57.09 2864.79

PT 844404.100 1919964.155

LINE S 24°53'07.5" E 268.83

PC 844160.235 1920077.278

CURVE S 23°42'21.6" E 117.93 02°21'31.8"(RT) 02°00'00.0" 117.94 58.98 2864.79

PT 844052.253 1920124.692

LINE S 22°31'35.7" E 84.19

PC 843974.483 1920156.948

CURVE S 24°36'50.2" E 139.13 04°10'29.0"(LT) 03°00'00.0" 139.16 69.61 1909.86

PT 843847.998 1920214.894

LINE S 26°42'04.7" E 380.87

PC 843507.747 1920386.033

CURVE S 25°42'40.3" E 66.00 01°58'48.7"(RT) 03°00'00.0" 66.01 33.01 1909.86

PT 843448.278 1920414.667

LINE S 24°43'16.0" E 144.98

PC 843316.583 1920475.299

CURVE S 22°03'27.8" E 212.99 05°19'36.3"(RT) 02°30'00.0" 213.07 106.61 2291.83

PT 843119.179 1920555.287

LINE S 19°23'39.7" E 414.20

POT 842728.482 1920692.830

EY1

POINT N E BEARING DISTPOT 845778.842 1919849.043

LINE S 72°51'30.1" W 980.00

POT 845490.002 1918912.576

EY2

POINT N E BEARING DISTPOT 844409.499 1920644.112

LINE S 82°51'12.7" W 650.00

POT 844328.635 1919999.161

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SURVEY CONTROL SHEET I-5711 RW02C-3

NOTES:

AND SURVEYS UNIT.




L

TYPE STATION NORTH EASTPOT 10+00.00 846466.1159 1919019.2112

PC 17+58.42 845759.2622 1919294.0840

PT 21+53.05 845399.4926 1919455.8390

PC 31+56.45 844506.8004 1919914.0016

PT 33+12.70 844365.9161 1919981.5289

PC 37+89.52 843930.4912 1920175.8410

PT 38+58.08 843868.3984 1920204.8976

PC 44+22.41 843361.6394 1920453.2203

PT 46+91.82 843113.3257 1920557.3474

POT 50+00.00 842822.6374 1920659.6827

Y


POT 19+80.00 845778.8424 1919849.0432

Y1


POT 40+00.00 845454.6727 1920950.8306

Y2


POT 14+00.00 844378.2791 1920395.1113

Y3


PC 10+53.82 844399.3149 1919618.8059

PT 13+52.81 844321.6485 1919905.6870

POT 14+52.01 844314.2000 1920004.6076

Y4


POT 12+30.00 843522.8426 1920374.2273

RPA_Y1


PC 10+69.90 845307.7418 1920017.5271

PT 14+78.52 845217.1879 1919621.9723

POT 15+43.15 845190.2846 1919563.2123

RPB_Y1

TYPE STATION NORTH EASTTS 10+00.00 844515.2141 1918663.9735

SC 12+10.00 844602.9267 1918854.7453

CS 16+10.83 844821.1995 1919189.9983

ST 18+20.83 844960.1701 1919347.3976

POT 21+28.91 845168.4057 1919574.4413

RPC_Y1


POT 12+51.70 844678.0180 1919826.1264

RPD_Y1

TYPE STATION NORTH EASTTS 10+00.00 845330.1713 1920825.7758

SC 12+10.00 845242.3997 1920635.0323

CS 14+06.73 845144.0541 1920464.7621

ST 16+16.73 845022.6908 1920293.4206

POT 21+97.38 844678.0180 1919826.1264

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NOTES:

PROPOSED ALIGNMENT CONTROL SHEETI5711 RWD2-1

THE LOCATION AND SURVEYS UNIT.

SOURCES. IF FURTHER INFORMATINO REGARDING PROJECT CONTROL IS NEEDED, PLEASE CONTACT

2. THE PROPOSED ALIGNMENT CONTROL DATA FOR THIS PROJECT HAS BEEN COMPILED FROM VARIOUS


SOLUTIONS

ROW Marker Iron Pin and Cap

ALIGN STATION OFFSET NORTH EASTRPA_Y1 14+19.03 66.11 845301.9708 1919652.8756


ALIGN STATION OFFSET NORTH EASTRPC_Y1 11+63.11 72.99 844589.1410 1919753.4840


ALIGN STATION OFFSET NORTH EASTRPD_Y1 21+20.48 -87.74 844653.0584 1919940.0980


ALIGN STATION OFFSET NORTH EASTY 13+64.50 28.91 845569.8109 1919269.4040

Y 15+80.00 65.18 845598.6662 1919486.0217

Y 13+55.00 -40.00 845632.8561 1919240.0169

Y 12+11.33 -30.25 845581.1940 1919105.6058


ALIGN STATION OFFSET NORTH EASTY2 11+85.00 29.93 844321.8373 1920185.5047

Y2 11+05.00 50.00 844291.9676 1920108.6234


ALIGN STATION OFFSET NORTH EASTY3 12+00.00 -28.20 844374.9332 1919762.8456

Y3 13+05.00 -81.00 844406.9341 1919869.1044

Y3 12+77.00 -56.15 844386.2892 1919840.0405

Y3 12+59.00 -59.49 844392.6020 1919824.2417



Y4 10+15.00 -32.00 843461.7164 1920165.6306

Y4 10+15.00 30.00 843405.4333 1920191.6347

Permanent Easement Iron Pin and Cap

ALIGN STATION OFFSET NORTH EASTRPA_Y1 12+40.00 50.51 845339.3942 1919839.0010

RPA_Y1 12+40.00 62.00 845350.6767 1919836.8214

RPA_Y1 12+68.00 66.00 845348.5329 1919806.8396

RPA_Y1 13+12.34 52.73 845324.4387 1919764.3989


ALIGN STATION OFFSET NORTH EASTL 50+00.48 -32.13 842832.8550 1920690.1440

L 50.00+59 -60.00 842842.1058 1920716.4384

L 18+13.50 44.95 845691.1775 1919272.7638

L 19+63.00 64.00 845544.3100 1919314.9783

L 20+20.00 -75.00 845550.8008 1919465.0358

L 20+92.00 75.00 845420.8551 1919361.1329

L 21+50.00 -75.00 845436.4019 1919521.1983

L 21+55.00 75.00 845363.5151 1919390.0033

L 22+67.00 -77.50 845333.5052 1919576.8174

L 22+86.01 75.00 845246.9598 1919449.8232

L 30+75.00 -80.00 844615.7958 1919947.9824

L 30+75.00 80.00 844542.7382 1919805.6357

L 30+90.00 -70.00 844597.8847 1919945.9349

L 30+90.00 65.00 844536.2423 1919825.8298

L 31+56.45 -70.00 844538.7631 1919976.2782

L 31+90.00 65.00 844447.8647 1919870.9731

L 32+10.00 -70.00 844489.7319 1920000.8677

L 33+04.32 -70.00 844402.2799 1920041.9414

L 33+90.59 65.00 844268.3022 1919953.9113

L 34+75.00 -60.00 844242.1599 1920102.4595

L 34+76.48 80.00 844183.7515 1919975.2169

L 34+76.73 62.60 844190.6185 1919991.2072

L 34+82.00 80.00 844178.7145 1919977.4648

L 34+96.00 67.00 844171.2275 1919995.0416

L 35+75.00 65.00 844099.9001 1920029.0622

L 36+00.00 95.00 844064.8446 1920011.8543

L 36+00.00 115.00 844056.6942 1919993.5904

L 36+00.51 -60.00 844127.5411 1920153.6091

L 36+44.21 115.00 844016.3191 1920011.6081

L 36+44.57 90.00 844026.1806 1920034.5837

L 36+75.00 60.00 844010.6182 1920074.3803

L 40+84.87 -60.00 843691.1433 1920358.5728

L 41+45.00 -60.00 843637.1491 1920385.0312

L 41+50.00 45.00 843586.4559 1920292.9431

L 42+10.00 -80.00 843587.5808 1920431.5928

L 42+70.00 100.00 843454.4963 1920296.3578

L 42+75.00 -80.00 843529.2119 1920460.1948

L 43+20.00 50.00 843431.5987 1920363.2584

L 43+30.00 -60.00 843471.0222 1920466.4368

L 44+22.41 50.00 843339.6363 1920408.3220

L 44+22.41 -60.00 843388.0412 1920507.0993

L 44+65.47 50.00 843301.6376 1920426.5030

L 44+65.61 28.91 843310.4400 1920445.6660

L 47+00.17 -60.00 843125.3790 1920616.7136

Permanent Easement Iron Pin and Cap


Y2 12+23.00 -47.00 844402.8940 1920213.6393

Y2 12+65.00 -60.00 844421.0181 1920253.6957

Y2 12+80.00 -29.87 844392.9876 1920272.3276

PRO

FESSIONAL

NORT

H CAROLINA

SEAL

ROYEVRUS

DN

AL

L-3996

.RJ

,R

UOHNECI

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ORTH CAROLINAN

GEL

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F

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EAUTHORI

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SOLUTIONS

as directed in the NCDOT Location & Surveys guidelines and procedures.

Compilation, R/W Staking) performed under my responsible charge meet NCDOT Survey Standards

certify to the best of my knowledge and belief that the following work item(s) (Base map

I, PARKS H ICENHOUR, JR., a Professional Land Surveyor in the state of North Carolina hereby

individual data sources.

others and provided to me by NCDOT and do not certify to the accuracy or quality of the

I further certify that the data compiled came from available surveys/mapping performed by

determination).

staking which may be subject to change due to right of way revisions (See deeds for final

by others; and these monuments denote the right of way and easement boundaries at the time of

survey control provided by others; that the depicted property data shown herein were surveyed

easement points shown herein have been field monumented under my supervision from existing

on the corresponding highway plans. I also certify that the right of way and permanent

and are accurate representations of the right of way and permanent easement points depicted

outlined in the tables shown hereon (localized coordinates, station/offset) have been checked

I further certify that the right of way and permanent easement points shown herein and

Professional Land Surveyor PLS # Seal

_____________________________ L-3996

Witness my original signature, registration number and seal this 9th day of October, 2019.

RE

VISIO

NS


6/2/99

14-

OC

T-2019 08:4

0C:\i5711\

RW

SH

EE

TS\I-5711_

LS_

RW

3E.d

gn

Andy S

mith

AT

AN

DY

SMIT

H-

GE

G

NOTES:

IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.

1. IF FURTHER INFORMATION REGARDING PROJECT CONTROL


RIGHT OF WAY CONTROL SHEETI-5711 RW03-1

PROJECT SURVEYOR

IN THIS BOXENTER CONSULTANT'S NAME

UNLESS ALL SIGNATURES COMPLETED

DOCUMENT NOT CONSIDERED FINAL


MAG NAIL SET

NAIL SET

MARK ON ROCK

Permanent Easement Rebar and Cap

ALIGN STATION OFFSET NORTH EASTL 18+25.90 -75.24 845725.0858 1919388.7265

L 18+25.98 -65.91 845721.4791 1919380.1203

L 18+31.00 -75.28 845720.4744 1919390.6590

L 18+31.04 -70.08 845718.4681 1919385.8716

L 19+55.93 69.33 845548.6824 1919307.1642

L 19+66.00 64.20 845541.4464 1919316.0489

L 19+66.00 66.00 845540.7059 1919314.4136

L 19+86.00 68.00 845521.3596 1919321.0374

L 19+86.00 65.63 845522.3476 1919323.1892

L 20+11.89 67.64 845497.6022 1919332.4404

L 20+11.89 75.00 845494.4854 1919325.7721

L 23+25.70 129.69 845186.6782 1919419.2851

L 23+26.48 120.29 845190.2798 1919428.0104

L 23+30.68 130.11 845182.0565 1919421.1928

L 23+32.23 111.37 845189.2312 1919438.5748

L 34+87.48 74.91 844175.7820 1919984.3493

L 34+91.15 71.50 844173.8210 1919988.9531

L 34+93.81 82.30 844166.9950 1919980.1759

L 34+97.61 79.05 844164.8499 1919984.6924

L 38+45.00 70.00 843849.7906 1920136.1151

L 38+45.00 51.20 843857.9456 1920153.0496

L 41+60.00 -64.62 843625.7102 1920395.7762

L 41+60.00 -80.00 843632.4799 1920409.5913

L 41+61.71 61.08 843568.8682 1920283.6554

L 42+91.43 -96.00 843521.4981 1920481.7924

L 42+91.43 -74.03 843511.8286 1920462.0595

L 43+12.50 -66.36 843489.5371 1920464.4507

L 43+12.50 -96.00 843502.5780 1920491.0637

L 45+61.47 -60.00 843258.0886 1920565.9766

L 45+86.83 -60.00 843234.0149 1920575.8626

L 45+88.50 -94.00 843245.1485 1920608.0341

L 46+05.00 -81.00 843224.4216 1920602.3111

MARK IN CONCRETE

MARK IN CONCRETE

MARK IN CONCRETE

S

SS

S

SS

CB

CB

CB

CB

CB

CBCB

CB

CB

CB

CBCB

CB

CB

CB

CBCB

CBCB

CB

CB

CB

SR 1007 MEBANE OAKS RD VARIABLE WIDTH BST

BST

BST

BST

BST

BST

BST

BST

BST

CONC

CONC

BS

T

CONCCONC

CONC

CONC CONC CONC

BST

BST

CONC

BST

BST

BST

BST

GR

CO

NC

CO

NC

CONCCONC

BST

BST

BST

BST

CONCCONC

BS

T

BS

T

CO

NC

CONC

BST

BST

BST

BS

T

CONC

CO

NC

AR

RO

WH

EA

D

BL

VD

BS

TCO

NC

CONC

CONC

CONC

BST

BST

CONC

CO

NC

BLK HW

CO

NC

HW

BST

GR

AS

S

BS

T

WOODS

BLK HW

CONC.

-L- STA. 2

2+

50.0

0M

ATC

H

TO

SH

EET 5

RE

VISIO

NS


6/2/99

18-

DE

C-2019 07:2

5C:\i5711\

RW

SH

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TS\I-5711_

LS_

RW

04.d

gn

Andy S

mith

AT

AN

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SMIT

H-

GE

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NOTES:




PROJECT SURVEYOR

UNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINAL

PRO

FESSIONAL

NORT

H CAROLINA

SEAL

ROYEVRUS

DN

AL

L-3996

.RJ

,R

UOHNECI

.H

S

KR

AP

ORTH CAROLINAN

GEL

C


F

C

ATO

IF

EAUTHORI

ZATIO

N

SOLUTIONS

I-5711 RW04








determination).










_____________________________ L-3996

Witness my original signature, registration number and seal this 18th day of December, 2019.

R/W MON

EIP

EIP

R/W MON

EIP

EIP

EIP

EIP

EIPEIP EIPEIP

EIP

EIP

EIP

EIPEIP

EIP

EIP

R/W MONR/W MON

R/W MON

EIP

N 26°46'14" W

N 72°3

2'3

0"

E215.3

3'

N 72°3

2'3

0"

E

173.5

8'

N 21°00'39" W

140.89'

N 20°56'49" W

147.38'

N 69°0

0'2

0" E

209.7

2'

N 69°0

4'0

3" E

210.0

0'

N 69°0

2'0

5" E

210.11'

N 20°57'48" W

173.51'

N 64°13'0

0"

W21.85'

N 69°0

0'4

1" E16

4.3

7'

S 69°0

0'4

2" W

249.17'

N 24°02'12" E

21.21'

N 67°2

5'19"

E

494.6

1'

S 22°29'32" E

427.12'

S 64°5

2'12

" W

482.7

3'

N 65°0

8'4

3" E

283.6

6'

S 24°27'24" E

99.00'

S 20°21'46" E

7.12'

DB 3720 PG 400

PB 63 PG 25

EIP

EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

N 72°5

4'4

4"

E

141.27'

N 71°56'3

0"

E

247.7

8'

S 20°59'04" E

175.30'

DB 3309 P

G 210

SMIT

HD

AVID

DO

UG

LA

S

43.10'

+08.0943.71'

+62.85

44.12'

+67.83

29.59'

+77.56

45.44'

+05.51

56.7

9'

+57.6

1

345.61'

+05.05

62.20'+91.65

44.32'+87.49

MCDONALDS CORPORATION

DB 782 PG 112

ALAMANCE REGIONAL MEDICAL CENTER, INC

NO DEED BK

MEBANE 8540,LLCDB 2268 PG 256

PB 73 PG 326

GAMANBHAI B. PATEL

DB 443 PG 42

QUALTY OIL COMPANY, LLC

DB 2662 PG 548

EVERETT O. SMITH

DB 2226 PG 497

PB 5 PG 21

DB 3801 PG 641

PB 65 PG 85

PB 64 PG 415

DB 2451 PG 388

PHILLIPSRICH, RICH, &

PB 64 PG 415

DB 2292 PG 734

CAROLINAZ, LLC

PB 61 PG 119

DB 1275 PG 777

WAFFLE HOUSE, INC

43.4

9'

+25.7

1

44.17'

+77.3

6

S 23°08'40" E

310.42'

EIP

TRADE FAMILY, LLC

SFP, LLC

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

75.00' LT-L- +20.00

4

6

7

8

120.29 RT-L- +26.48

129.69 RT-L- +25.70

2

WW FENCINGBEGIN 48"BEGIN C/A75.00' LT-L- +50.00

WW FENCINGBEGIN 48"BEGIN C/A75.00' RT-L- +55.00

5

40' LT-Y- +55.00

1

64' RT-L- +63.00

75' RT-L- +92.00

130.11 RT-L- +30.68

75.24 LT-L- +25.90

PUE

75.28 LT-L- +31.00

PUE

66' RT

64.2' &

-L- +66.00

68' RT

65.63' &

-L- +86.00

75.00 RT

67.64' &

-L- +11.89

85.48' LT-L- +10.62

FENCINGEXIST 48

" WW66.11-TIE

TO-RPA_Y1-

+19.03

65.18'-Y- +80.00

69.33 RT

-L- +55.93

44.95'-L- +13.50

30.25'-Y- +11.33

28.91'-Y- +64.50

WW FENCINGTIE TO EXIST 48"75.00' RT

+86.01

65.91' LT-L- +25.98

PUE

70.08' LT-L- +31.04

PUE

15+00

20+00

15+00

PI Sta 19+55.91

D

L = 394.64'

T = 197.49'

R = 3,820.00'

-Y- POT Sta. 10+00.00

-L- POT Sta. 10+00.00 -L- PC Sta. 17+58.42

-L- PT Sta. 21+53.05

-Y-

-Y-

-Y- POT Sta. 19+80.00

= 96° 17'22.6"

-Y- POT Sta. 14+57.10

-L- POC Sta. 19+03.88 =

D

-L-

e = 3% (Exist)

R.O. = 265' (53' Inc)

-L-

S

S

S

S

S

S

S

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CBCB

CB

CB

CB

CB

CB

CONC

CONC

CONC

CONC

BS

T

BS

T

BST

CONC

CM

B

CM

B

CM

B

SR 2186 B

RU

ND

AGE LN BST

CONC

BS

T

10'

BS

T

10'

BS

T

10'

BS

T

10'

BS

T

CONC

CONC

CONC

CONC

CONC

CONC

CO

NC

CO

NC

CONC

4' B

ST

4' B

ST

BS

T

CO

NC

10'

BS

T

4' B

ST

4' B

STB

ST

BST

4' BS

T

CONC

CONC

CO

NC

BS

T

CONC

BS

T

GR

BS

T

BS

T

HE

AD

WA

LL

10'

CO

NC.

HE

AD

WA

LL

10'

CO

NC.

HE

AD

WA

LL

10'

CO

NC.

HE

AD

WA

LL

10'

CO

NC.

INT

ERIO

R

BE

NT

INT

ERIO

R

BE

NT

INT

ERIO

R

BE

NT

FLUME CB

FL

UM

E

CB

FL

UM

E

CB

FL

UM

E

CB

BST

BST

BST

BST

CONC

CB

CO

NC.

HW

WOODS

60" C

ON

C

CONC

CONC

BST

BST

BST

CB

CB

CB

CBCONC

CONC

CB

FO

RE

ST

OA

KS

LN

BS

T

SR 2210

-L- STA. 22+

50.0

0M

ATC

H

TO

SH

EET 4

-RPB_Y1- STA

. 18+00.0

0

MATCH TO

SHEET 7

-Y1- STA. 23+30.00

MATCH TO SHEET 7

-L- STA. 36+

50.0

0

MA

TC

H

TO

SH

EET 6

-RPA Y1- STA. 10+00.00

MATCHLINE TO SHEET 8

-Y1- STA. 31+00.00

MATCHLINE TO SHEET 8-RPD

Y1- STA. 17+

30.00MATCHLINE TO

SHEET 8








determination).










_____________________________ L-3996


PRO

FESSIONAL

NORTH CAROLINA

SEAL

ROYEVRUS

DN

AL

L-3996

.RJ

,R

UOHNECI

.H

S

KR

AP

ORTH CAROLINAN

GEL

C


F

C

ATO

IF

EAUTHORI

ZATIO

N

SOLUTIONS

RE

VISIO

NS


6/2/99

09-

OC

T-2019 16:2

9C:\i5711\

RW

SH

EE

TS\I-5711_

LS_

RW

05.d

gn

Andy S

mith

AT

AN

DY

SMIT

H-

GE

G


NOTES:




I-5711 RW05

PROJECT SURVEYOR


EIP

EIP

EIP

EIP

R/

W

MO

N

R/

W

MO

N

R/W MON

R/W MONR/W MON

R/W MON

EIP

R/

W

MO

N

R/W MON

R/

W

MO

NEIP

EIP

S 40°5

8'27" E

N 26°46'14" W

100.00'

N 24°5

7'4

6" E

150.14'

N 50°3

2'14"

W

27.6

3'

N 65°19'2

2"

E5.4

2'

EIP

SMIT

H

DA

VID

DO

UG

LA

S

N 72°4

5'4

8"

E373.8

5'

R/

W

MO

N

EIP

R/W MON

S 66°4

6'13

" W

173.0

5'

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G R/

W

EXIS

TIN

G

R/

W

60.00'

COOK OUT-MEBANE OAKS, INC

DB 3566 PG 135

PB 78 PG 145

PHD MEBANE OAKS LLCDB 3442 PG 625

PB 49 PG 23

GAMANBHAI B. PATEL

DB 443 PG 42

DB 2662 PG 548

DB 3309 PG 210

DAVID DOUGLAS SMITH

MURPHY OIL USA INC

PB 69 PG 116

BROCONS LLC

DB 2726 PG 961

PB 49 PG 23

DB 3309 P

G 210 6

0.4

5'

+29.6

3

63.92'

+54.43

36.48'

+76.5669.02'

+01.77

45.54'

+91.32

345.61'

+05.05

COMPANY, LLCQUALTY OIL

WALKER HOLDING GROUP LLCDB 3008 PG 601

PB 74 PG 232

R/

W

MO

N

R/

W

MO

N

N 66°4

5'3

2"

E

198.5

9'

PB 69 P

G 452

VA

RIA

BLE

WID

TH

SA

NIT

AR

Y SE

WER EASE

MENT

PB 69 P

G 452

EASE

MENT

20' W

ATER LIN

E

PB 69 PG 452

VARIABLE WIDTH

WATER LINE EASEMENT

N 74°3

9'3

4"

E251.58'

15.15'

77.50' LT

-L- +67.00

66' RT

-RPA_Y1- +68.00

67' RT

-RPA_Y1- +00.00

71' RT

-RPA_Y1- +00.00

111' LT

-L- +06.48

70' LT-L- +90

70' LT-L- +56.45

60' LT-L- +75.00

4

5

11

12

13

14

15

27

8

120.29 RT

-L- +26.48

129.69 RT

-L- +25.70

65' RT+75.00

105' LT-L- +12.00

105' LT-L- +30.00

29.85' & 35' RT-Y2- +05.00

42' RT-Y2- +40.00

87' LT-L- +45.00

70' LT-L- +75.00

80' LT-L- +36.00

63' LT-L- +15.00

60' LT-Y2- +65.00

29.85' & 47' LT-Y2- +23.00

65' RT-L- +90.00

76.00' RT+79.00

108' LT

-RPB_Y1- +96.00

FENCINGEND 48" WW

END C/A70' LT

-L- +10.00

80' LT+00.00

-L-

93.5' LT-L- +85.82

75' RT+64.00

80' RT-L- +90.00 -L- +90.00 (65'RT)

END C/AEND 48" WW

FENCING77' RT

-L-+02.95

64' LT-Y3- +58.00

81' LT-Y3- +05.00

49' RT-Y3- +53.50

50' RT-Y2- +05.00

130.11 RT

-L- +30.68

FENCINGEX 48" WWTIE TO EX R/W &(87.74' LT)-RPD_Y1- +20.48

62.60 RT-L- 76.73

82.30 RT-L- +93.81

79.05 RT-L- +97.61

25

95' RT+00.00

115' RT+00.00

115' RT+45.00

-L-

59.5' LT-Y3- +59.00

101.50' LT-L- +64.00

80' LT-L- +75

80' RT-L- +75.00

67' RT+96.00

50' RT+70.00 -Y3-

80' RT-L- 76.48

80' RT-L- +82.00

71.50 RT-L- +91.15

-L- +87.4874.91 RT

PUE

60' LT-L- +00.51

52.73' RT

-RPA_Y1- 13+12.34

50.51' & 62' RT

-RPA_Y1- +40.00

FENCING

EXIST 48" WW

66.11-TIE TO

-RPA_Y1- +19.03

115' RT+44.21

90' RT+44.57

29.93' RT-Y2- +85.00

WW FENCINGTIE TO EXIST 48"75.00' RT+86.01

111.37'

-L- +32.23

87.19' LT

-RPB_Y1- +15.00

EXIST 48" WW FENCE72.99' RT - TIE TO-RPCY1- +63.11

40.19'-Y3- +40.00

28.20' LT-Y3- +00.00

65' RT+90.59

29.87' LT-Y2- +80.00

70' LT+04.32

56.15' LT-Y3- +77.00

25+00

30+00

35+00

A

B

C

D

25+00

30+00

15+00

-Y3- POT Sta. 10+00.00

-Y3- PC Sta. 10+53.82

-Y3-

-Y2- POT Sta. 14+00.00

-RPA_Y1- PT Sta. 14+78.52

PI Sta 12+77.10

D

L = 408.62'

T = 207.20'

R = 1,000.00'

PI Sta 32+34.60

D

L = 156.25'

T = 78.14'

R = 2,870.00'

PI Sta 12+05.13

D

L = 298.99'

T = 151.31'

R = 790.00'

-RPA_Y1- POT Sta. 10+00.00

-RPA_Y1- PC Sta. 10+69.90

POT Sta. 10+00.00

-RPC_Y1-

-L- PC Sta. 31+56.45

-L- PT Sta. 33+12.70

-RPA_Y1- POT Sta. 15+43.15

-L- POT Sta. 23+88.21 =

-Y2- POT Sta. 10+00.00

-L- POT Sta. 33+53.66 =

-Y3- POT Sta. 14+52.01

-L- POT Sta. 33+69.34 =

-Y3-

-RPA Y1-

-L-

e = 2.5%

R.O. = 189' (42' Inc)

-RP

A_

Y1-

20+00

-RPB_Y1- POT Sta. 21+28.91

-L- POT Sta. 24+12.80 =

25+00

30+00

= 86° 26'21.85"

-Y1- POT Sta. 26+42.14

-L- POT Sta. 27+02.26=

D

Sta. 18+20.83-RPB_Y1- ST

20+00

-RPD_Y1- POT Sta. 21+97.38

-RPC_Y1- POT Sta. 12+51.70

-L- POT Sta. 29+64.00 =

Sta. 13+52.81-Y3- PT

S

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CONC

SR 1007 MEBANE OAKS RD VARIABLE WIDTH BST

GR

SOIL

BST

BST

BST

CONC

BST BST BST

CONC

GR

BS

T

GR

SOIL

GR

BST

BST

BST

CO

NC

CONC. HW

8' S

OIL

WOODS

WOODS

GRASSGRASS

GRASS

GRASS

GRASS

WOODS

WOODS

WOODS

60"

CO

NC

CB

-L- STA. 36+

50.0

0

MA

TC

H

TO

SH

EET 5








determination).










_____________________________ L-3996


PRO

FESSIONAL

NORT

H CAROLINA

SEAL

ROYEVRUS

DN

ALL-3996

.RJ

,R

U

OHNECI .

H

S

KR

AP

ORTH CAROLINAN

GEL

C


F

C

ATO

IF

EAUTHORI

ZATIO

N

SOLUTIONSRE

VISIO

NS


6/2/99

14-

OC

T-2019 09:0

6C:\i5711\

RW

SH

EE

TS\I-5711_

LS_

RW

06.d

gn

Andy S

mith

AT

AN

DY

SMIT

H-

GE

G


NOTES:




I-5711 RW06


N 66°3

5'0

4"

E292.7

6'

S 23°12'16" E

188.07'

S 65°19'4

3" W

293.7

6'

N 23°15'36" W

149.81'

EIP EIP

EIPEIP

EIP

EIP

EIP

S 66°4

8'0

4" W

268.13'

N 23°12'36" W

174.09'

N 66°4

4'5

9" E

257.2

8'

S 23°13'56" E

93.85'

EIP

EIP

EIP

S 23°22'44" E

86.67'

S 23°22'44" E

44.28'

R=256.350'

EIP

EIP

NC

GRID

NA

D 83

NA 2011

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EIP

EIP

R/W VARIES

R/W VARIES

R/W VARIES

R/W VARIES

ROGER SHIELDS

DB 1774 PG 745

OLIVIA JAROSZ

DB 1363 PG 474

FRIED EGG LLC

DB 3470 PG 185

PB 69 PG 116

PB 27 PG 110

JEFFREY MEBANE

DB 561 PG 90

BARBEE PROPERTIES LLC

DB 2380 PG 533

PB 70 PG 349

DB 805 PG 973

MEBANE OAKS ASSOCIATES

DB 3452 PG 598

PB 69 PG 116

LECONITE EQUITIES GROUP LLC

PB 69 PG 116

TWIN CREEK PROPERTIES LLC

DB 2746 PG 614

PB 69 PG 116

DB 3239 PG 515

CAMDEN MEBANE ASSOCIATESDB 2146 PG 57

PB 69 PG 116

WALMART REAL ESTATE BUSINESS

36.3

9'

+70.2

4

34.36'

+44.82

+65.79

28.91'

27.72'

+61.01

27.24'

+99.41

ELLEN GIAMPOCARO

DB 1224 PG 209

SIGNATURE FLOORING INC

DB 3585 PG 37

PB 4 PG 56

LECONITE EQUITIES GROUP LLC

DB 3452 PG 598

PB 69 PG 116

R=28.50'

S 66°4

6'13"

W

209.4

3'

S 78°45'08" W20.80'

N 71°19'5

5"

E346.9

2'

N 71°11'5

2"

E200.0

0' S 70°3

4'5

7"

W200.0

0'

N 70°3

4'5

7"

E348.4

0'

S 03°09'04" E121.60'

N 85°4

2'3

0"

E15

5.18'

N 01°11'42" E

54.96'

N 01°11'42" E

317.50'

EIP

PB 69 PG 116

DB 3527 PG 469

RESTAURANT PROPERTY INVESTORS IV LLC

HENDON TILLER MEBANE, LLC

PB 80 PG 31

DB 3855 PG 431

EIP

N 65°4

0'5

8"

E

246.9

3'

N 70°3

9'0

8"

E716.9

5'

9.15'

12.7

6'

38.71'

+77.76

31.98'

+00.35

31.79'

+76.58

N 70°4

9'3

7"

E230.3

7'

R/

W

TO

EIP 0.14'

1617

18

19

20

21

22

23

66' RT-L- +05.00

62' RT-L- +45.00

60' LT-L- +35.00

60' LT-L- +22.41

73.50' LT-L- +90.00

60' LT-L- +00.17

72' LT-L- +12.50

81' LT

-L- +05.0094' LT

-L- +88.50

60' LT-L-+61.47

69' LT

-L- +68.73

50' RT-L- +20.00

24

45' RT-L- +50.00

51.20' & 70.00 RT

-L- +45.00

30' RT-Y4- +15.00

32' LT-Y4- +15.00

40' LT-Y4- +15.00

100' RT+70.00

-L-

26

115' RT+45.00

-L-

60' RT+75.00

-L-

25

60' LT-L- +00.59

50' RT-L- +65.47

28.91'

-L- +65.61

50' RT

-L- +22.41

80.00' LT

-L- +75.00

27

65' LT-L- +00.00

80' LT-L- +25.00

80' LT-L- +70.00 60' LT

-L- +84.87

69.51' LT-L- +60.00

60' LT-L- +45.00

64.62' LT

-L- +60.00

66.36' LT

-L- +12.50

74.03' LT

-L- +91.43

60' LT-L- +86.83

80' LT60' LT &

-L- +70.00

80' LT60' LT &

-L- +20.0065.47'

-L- +91.60

60' LT-L- +30.00

32.13'-L- +00.48

80' LT

-L- +10.0080' LT

-L- +60.00

61.08' RT

-L- +61.71

96' LT

-L- +91.43

96' LT

-L- +12.50

40+00

45+00

50+00

-L- PT Sta. 38+58.08

-L- PC Sta. 37+89.52

PI Sta 38+23.80

D

L = 68.56'

T = 34.28'

R = 1,910.00'

PI Sta 45+57.27

D

L = 269.42'

T = 134.86'

R = 2,300.00'

-L- PC Sta. 44+22.41

-L- PT Sta. 46+91.82

-L-POT Sta. 50+50.00

-L-

e = NC (Exist) e = 6% (Exist)

-Y4- POT Sta. 10+00.00

-Y4-

-Y4- POT Sta. 12+30.00

-L- POT Sta. 42+42.89 =

-L-

CONC. HEADWALL

GR

SR 212

7 B

RO

AD

WO

OD

AC

RE

S

RD

BS

T

BST

GR

GR


CMB

10' BST

10' BST

10' BST

4' BST

BS

T


CMB

4' BST

4' BST

10' BST

10' BST

4' BST

BST

BST

10' BST

BST

BST

WOODS WOODS

WOODS

WOODS

WOODS

WOODS

GR

-Y1- STA. 2

3+

30.0

0M

ATC

H

TO

SH

EET 5

-RPB_Y1- STA. 18

+00.0

0

MA

TC

H

TO

SH

EET 5








determination).










_____________________________ L-3996


PRO

FESSIONAL

NORT

H CAROLINA

SEAL

ROYEVRUS

DN

AL

L-3996

.RJ

,R

UOHNECI

.H

S

KR

AP

ORTH CAROLINAN

GEL

C


F

C

ATO

IF

EAUTHORI

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RE

VISIO

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6/2/99

14-

OC

T-2019 09:10

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Andy S

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DY

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NOTES:




I-5711 RW07


SOLUTIONS

S 01°18'2

9"

W

256.3

1'

EIP

EIP

EIP

EIP

EIP

R/W MON

R/W MONEIP EIP

EIP

EIP

EIP

EIP

S 00°0

0'0

5" E

N 31°52'40

" E

49.73'

N 17°5

7'0

2" W

49.7

8'

S 71°56'25" W30.67'

N 78°52'55" W

40.72'

S 17°4

8'0

6" E

104.8

6'

N 72°02'58" E52.00'

N 17°57'02" W29.33'

S 00°0

0'0

5" E

49.7

0'

N 39°32'34" W22.32'

S 17°4

2'11" E

65.0

4'

N 50

°32'14" W

27.6

3'

N 82°25'04" E24.02'

S 17°41'46" E14.72'

ALLIANCE 2009, LLC

PB 69 PG 116

DB 3541 PG 894 DB 331 PG 156

CORPORATION

ERWIN DISTRIBUTING

DB 892 PG 703

and JEAN W. TATE

WILLIAM F. TATE JR.

DB 3326 PG 670

KEYSTONE AT MEBANE OAKS, LLC

PB 77 PG 395

DB 3173 PG 780PB 73 PG 350

DISASH, LLC

MEBANE

CITY OF

DB 1838 PG 101

DB 3309 PG 210

SMITH

DAVID DOUGLAS

S 01°36'2

1" W

292.3

7'

N 00°3

1'16"

E405.8

2'

ING

RESS/

EG

RESS

EAS

EM

EN

T

S 02°3

3'2

9"

W

299.9

7'

N 66°02'06" E

S 01°36'2

1" W

7.6

3'

EIP

DB 238 PG 45

and CHARLOTTE COPPLE

RALPH T. COPPLE

DB 219 PG 203

S 23°5

5'14

" E

229.3

7'

N 81°54'42" E107.69'

N 82°25'04" E24.02'

N 23°5

5'5

1" W19

6.2

2'

S 23°5

7'3

6" E

213.5

4'

N 23°5

5'5

1" W

50.6

5'

S 66°04'09" W10.00'

NO DB

S 25°3

6'2

9" E

228.3

5'

EXISTING R/W

EXISTING R/W

EXISTING R/W

290.0

0'

84.64'

+73.31

129.89'

+63.59

173.6

8'

+26.2

6

175.21'

+74.61 176.81'

+96.28

161.60'

+69.26

166.60'

+38.88

209.7

7'

+74.6

1

S 23°11'10

" E

93.3

6'

73.48'

+50.07

P. CALVIN COBLE, JR & ETAL

EIP

N 66°05'28" E

149.82'

N 66°24'39" E

139.44'

N 23°5

0'13"

W19

9.3

5'

N 25°5

9'4

9"

W19

8.5

2'

EXISTIN

G R/W

EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

PB 77 PG 442

OVERLAP

POSSIBLE

79.87'

+96.07 79.82'

+06.62

9

10

74' LT

-RPB_Y1- +75.00

90' LT

-RPB_Y1- +50.00

85' LT

-RPB_Y1- +00.00

112' LT

-RPB_Y1- +50.00

111.50' LT

+86.23

95' LT

+15.97

71.48' LT

-RPB_Y1- +10.00

15+00 20+00

-RPB Y1-

-Y1- POT Sta. 10+00.00

15+00

-RPB_Y1- SC Sta. 12+10.00

-RPB_Y1- CS Sta. 16+10.83

PIs Sta 11+40.02

F

Ls = 210.00'

LT = 140.02'

ST = 70.02'

PI Sta 14+11.20

D

L = 400.83'

T = 201.20'

R = 1,850.00'

PIs Sta 16+80.85

F

Ls = 210.00'

LT = 140.02'

ST = 70.02'

e = 0.07

-RPB_Y1- ST Sta. 10+00.00

-Y1- POT Sta. 15+28.31=

55.00' LT

V = 60 MPH

15+00 20+00

Sta. 18

+20.8

3-

RP

B_

Y1-

ST

-RPB_Y1-

-Y1-

CMB CMB

SR 2187 WILSON RD BST

CMB

10' BST

10' BST

12' BST

4' BST

10' BST

10' BST

GR

GR

GR

GR

GR

GR

GR

CO

NC

CONC

CO

NC

BST

BST

BST

BST

BST

BST

10' BST

BST

4' BST

I-85 SBL/I-40 WBL VARIABLE WIDTH BST

I-85 NBL/I-40 EBL VARIABLE WIDTH BST

CB

WOODS

WOODS

WOODS

WO

OD

S

RE

VISIO

NS

-Y1- STA. 3

1 +00.0

0M

ATC

HLI N

E TO

SH

EET 5

-RPA

Y1- STA. 10

+00.0

0

MATC

HLIN

E TO

SH

EET 5

-RPD

Y1- STA. 17

+30.0

0

MA

TC

HLIN

E TO

SH

EET 5








determination).










_____________________________ L-3996


PRO

FESSIONAL

NORT

H CAROLINA

SEAL

ROYEVRUS

DN

ALL-3996

.RJ

,R

UOHNECI

.H

S

KR

AP

ORTH CAROLINAN

GEL

C


F

C

ATO

IF

EAUTHORI

ZATIO

N

SOLUTIONSRE

VISIO

NS


6/2/99

10-

OC

T-2019 07:12

C:\i5711\

RW

SH

EE

TS\I-5711_

LS_

RW

08.d

gn

Andy S

mith

AT

AN

DY

SMIT

H-

GE

G


NOTES:




I-5711 RW08


EIP

EIP

EIP

R/W MON

N 83°30'51" E262.56'

N 83°30'51" E158.48'

N 83°30'51" E167.54'

TICON THOMAS PARTNERSHIP

DB 3529 PG 629

PB 73 PG 375

DB 3529 PG 629

PB 73 PG 375

TANGER PROPERTIES LMTD PARTNERSHIP

N 24°16'3

6" W

448.11'

N 24°16'3

6" W

417.0

5'

N 24°16'3

6" W

370.4

6'

N 24°16'3

6" W

323.8

7'

N 24°16'3

6" W

292.8

2'

KO

UR

Y

RE

AL

TY IN

VES

TM

EN

TS, L

LC

DB 3336

PG 598

PB 14 P

G 60

DB 2342 PG 302

KAREN WILKERSON-BOWERS ANDREW S. MADDEN JR.

DB 311 PG 350

DB 493 PG 903

FLOYD B. REPASS

DB 370 PG 573

HARRY D. RICHMOND

HARRY D. RICHMOND

DB 2216 PG 460

PB 14 PG 60

EIP

N 24°16'3

6" W

193.5

5'

DB 687 PG 286

EXISTING R/W

EXISTING R/W

184.04'

+53.55

162.07'

+03.57

164.8

2'

+93.0

0

204.5

1'

+49.5

0

11.44' R

/W

TO

EIP

S 23°3

0'0

4" E

365.0

7'

N 23°0

8'4

1" W

447.9

3'

-R

PA_

Y1-

PO

T

Sta. 10

+00.0

0

-Y1- POT Sta. 40+00.00

35+00 40+00

10+00

15+00

-RPD_Y1- ST Sta. 16+16.73

-RPD_Y1- CS Sta. 14+06.73

-RPD_Y1- SC Sta. 12+10.00

-RPD_Y1- ST Sta. 10+00.00

V = 60 MPH

e = EXIST

-RPD_Y1-

PIs Sta 11+40.02

F

Ls = 210.00'

LT = 140.02'

ST = 70.02'

PI Sta 13+08.46

D

L = 196.73'

T = 98.46'

R = 1,820.00'

PIs Sta 14+76.75

F

Ls = 210.00'

LT = 140.02'

ST = 70.02'

SURVEY CONTROL, EXISTING CENTERLINES, RIGHT OF WAY ...

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Transcript of SURVEY CONTROL, EXISTING CENTERLINES, RIGHT OF WAY ...