Edward

s Mill R

d

Ed DrMacon Pond Rd

Duraleigh RdBl

ue R

idge R

d

Lake

Dr

Cotton Mill Dr

Mill Run

Princeton Mill Pkwy

Ston

e Gap

Ct

Napa Valley Dr

Brook

Mill DrStream Mill DrBriar Mill Trl

Cree

k Mill

Dr

Birch

Mill

Ln

Annexation Case File# ______________

ANNEXATION ORDINANCE# _________________ORDINANCE ADOPTION DATE _______________APPROVED EFFECTIVE DATE ________________

Subdivision or Building Permit Transaction Reference Number_______________

2923 EDWARDS MILL RDSATELLITE PETITION ANNEXATION

PROPOSED EFFECTIVE 5/5/20

Ed Dr Blue Ridge Rd

Edwa

rds M

ill Rd

Dura

leigh

Rd

Lake Boone Trl

Lake

Dr

Macon Pond Rd

Land

mark

Dr

Reedy Creek Rd

Belspring Ln

Stone

Gap

Ct

Cotton Mill Dr

Bridg

eton P

ark D

r

Old O

rchard

Rd

Atrium

Dr

Edgemont Dr

Mill Run

Harden Rd

Blueberry Dr

Tall Tree Pl

Harbourgate Dr

Wood

lake P

l

Baileyfield Dr

Corin Ct

±

THIS MAP IS NOT A CERTIFIED SURVEY AND NO RELIANCE ON IT AS TO METES AND BOUNDS OF INDIVIDUAL PROPERTIES MAY BE MADE.This exhibit meets all statutory requirements for recording._________________________________________________________________ Planning Director / Wake County Review Officer Date

ProposedAnnexation

1 inch = 2,000 feet

1 inch = 500 feet

Council District ______________

Proposed City Limits

Existing City Limits(Effective 12/4/2018)ETJ

D AX-4-2020

RWM

EIP

EIPEIP

EIP

S02° 16' 26"W

167.45'

S89° 04' 06"E

131.95'

S

7

6

°

4

0

' 5

6

"E

1

2

1

.7

2

'

S

5

9

°

2

9

'

1

9

"

E

7

8

.

9

7

'

L

1

S88° 31' 27"E 302.32'

S88° 41' 54"E 148.61'

S

2

3

°

3

4

'

1

9

"

E

2

5

8

.

8

5

'

S

1

1

° 4

2

' 5

5

"E

2

7

1

.3

9

'

L2

L3

L4

L5

L6

S01° 39' 52"E

155.28'

L7

C

1

C

2

C

3

C

4

C

5

N

7

2

°

2

3

' 3

5

"

W

4

2

2

.5

7

'

C

6

C

7

C8

L10

S84° 3

3' 39"W

258.5

2'

C9

N

1

0

° 1

9

' 0

0

"E

1

1

1

.0

2

'

N

3

3

°

3

2

'

0

7

"

E

5

6

.

3

3

'

C

1

0

C

1

1

N

4

2

°

5

9

'

5

7

"

E

1

9

6

.

7

1

'

N

4

3

°

4

9

'

3

4

"

E

5

1

7

.

6

8

'

EIP

EIP

EIP

EIP

EIP

EIP

EIP 3/4"

EIP 3/4"

EIP

EIP

421

L

8

L9

E

I

P

2

"

EIR

REX

HOSPITAL, INC.

MEREDITH TOWNSHIP, RALEIGH

WAKE COUNTY, NORTH CAROLINA

DATE: JULY 12, 2018 SCALE: 1" = 100'

CONTOUR INTERVAL = 1 FOOT

TOPOGRAPHIC SURVEY

FOR:

1 of 4

5410 OLD POOLE ROAD

RALEIGH, NC 27610

T 919.380.8750

FIRM LICENSE #: C-1051

www.stewartinc.com

PROJECT #: C18044

SITE

NORTH

N.T.S.

Vicinity Map:

Title:

Revisions:

No. Date Description

01

10-08-18

WETLAND 'A'

Seal:

C18044

07-12-18

JMS

CRD

Sheet:Project number:

Date:

Drawn by:

Approved by:

E

D

W

A

R

D

S

M

I

L

L

R

D

BLU

E R

ID

GE

R

D

B

L

U

E

R

I

D

G

E

R

D

LAKE BOONE TRL

W

A

D

E

A

V

E

I

-

4

4

0

GENERAL NOTES

1. THIS SURVEY MAP IS INTENDED TO REPRESENT THE EXISTING CONDITIONS /

TOPOGRAPHY ON A PORTION OF THE PROPERTY OF REX HOSPITAL, INC.PIN

0785-63-7844, AND IS NOT A BOUNDARY SURVEY. THIS SURVEY WAS PERFORMED

WITHOUT THE BENEFIT OF A TITLE REPORT AND THEREFORE ALL ENCUMBRANCES

UPON THE PROPERTY MAY NOT BE SHOWN.

2. THE PROPERTY LINES SHOWN HEREON HAVE BEEN CONFIRMED FROM A PARTIAL

SURVEY BY STEWART ENGINEERING. PROPERTY LINES SHOWN TAKEN FROM

BOOK OF MAPS 2012, PAGE 642.

3. HORIZONTAL DATUM IS NAD 83 (2011) AND VERTICAL DATUM IS NAVD88. BASED ON

GPS METHODS USING REAL-TIME KINEMATIC SOLUTIONS FOR THE SURVEY

CONTROL POINTS SHOWN HEREON AND TIED TO NORTH CAROLINA GEODETIC

SURVEY MONUMENT "PATROL 2"

"PATROL 2"

N 747,347.08'

E 2,086,727.63'

EL 493.99'

4. THIS DRAWING DOES NOT CONFORM TO N.C. GS47-30 AND THEREFORE IS NOT FOR

RECORDATION.

5. UTILITIES SHOWN HEREON ARE BASED ON ABOVE-GROUND VISIBLE EVIDENCE

AND UTILITY DESIGNATION/MARKING SERVICES WERE PERFORMED BY STEWART

INC AS A PART OF THIS SURVEY ALONG EDWARDS MILL ROAD AND THE

INTERSECTION OF BLUE RIDGE ROAD/DURALEIGH RD. NO SERVICES WERE

PERFORMED WITHIN THE EXISTING PARKING LOT OR ALONG THE WESTERN HALF

OF MACON POND ROAD. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF

ALL UTILITIES BEFORE COMMENCING CONSTRUCTION.

6. THE WATER LINE ALONG EDWARDS MILL RD WAS UNTRACABLE DURING THE

SURVEY, THE LINE SHOWN HEREON WAS SCALED FROM RALEIGH GIS RECORDS.

7. TREES SHOWN HEREON DO NOT REPRESENT ALL VEGETATION ON THE SUBJECT

PROPERTY.

8. THE SUBJECT PROPERTY IS ZONED "0X-7-PL-CU" & "OX-C-UL" (RALEIGH ZONING).

9. THE SUBJECT PROPERTY LIES IN ZONES X (AREA DETERMINED TO BE OUTSIDE

THE 0.2% ANNUAL CHANCE AND FUTURE CONDITIONS 1% ANNUAL CHANCE

FLOODPLAIN). BASED ON THE FLOOD INSURANCE RATE MAP NUMBER 3720078500J

DATED 05/02/06. FRIS.NC.GOV.

10. ADDRESS: 2923 EDWARDS MILL ROAD, RALEIGH, NC.

11. AREAS OUTSIDE THE DASHED SURVEY LIMITS LINE BY OTHERS.

12. WETLAND FLAGS SHOWN HEREON PER ECOLOGICAL ENGINEERING REPORT

DATED JUNE 12, 2018. WETLAND 'A' WAS REVISED PER SITE VISIT WITH USACE ON

10-05-18. THE 50' BUFFER SHOWN HEREON IS BASED ON A CENTERLINE WIDTH

OFFSET ALONG THE WETLAND LINE SA-01 TO SA-13.

LEGEND

SURVEY CONTROL POINT

EXISTING IRON PIPE

EXISTING IRON ROD

EXISTING CONCRETE MONUMENT

STORM DRAIN MANHOLE

STORM DRAIN INLET

SANITARY SEWER MANHOLE

SANITARY SEWER CLEANOUT

HYDRANT

WATER VALVE

WATER METER

WATER MANHOLE

WELL (BY OTHERS)

GAS VALVE

GAS METER

TELEPHONE MANHOLE

TELEPHONE PEDESTAL

EMERGENCY CALL BOX

TV PEDESTAL

ELECTRIC TRANSFORMER

ELECTRIC BOX

UTILITY POLE

GUY WIRE

LIGHT POLE

TRAFFIC SIGNAL BOX

BOLLARD

SIGN

UNDERGROUND TELEPHONE LINE

UNDERGROUND FIBER OPTIC LINE

UNDERGROUND FUEL LINE

UNDERGROUND GAS LINE

UNDERGROUND ELECTRIC LINE

UNDERGROUND WATER LINE

SANITARY SEWER LINE

STORM DRAIN LINE

OVERHEAD WIRES

UNIDENTIFIED LINE

EIP

EIR

RWM

T

FO

GAS

G

E

W

SS

OHW

U

CATV

TPED

GM

HBOX

GV

ELECTRIC METER

UNKNOWN DESTINATION

GASLINE WITNESS POST

STORM DRAIN CURB INLET

STORM DRAIN FLARED END SECTION

COMPUTED POINT

FIBER OPTIC BOX

BACKFLOW PREVENTER

MANHOLE

MAILBOX

DECIDUOUS TREE

EVERGREEN TREE

BUSH

CHAIN LINK FENCE

TREELINE

CONCRETE SURFACE

GWP

WV

EM

MB

TREE LEGEND

LT

PT

PY

QA

QP

TULIP POPLAR

LOBLOLLY PINE

CHERRY

WHITE OAK

WILLOW OAK

EXAMPLE: 10QP = 10" WILLOW OAK

MG SOUTHERN MAGNOLIA

AR RED MAPLE

JV EASTERN RED CEDAR

SHEET 2

SHEET 3

SHEET 4

E

D

W

A

R

D

S

M

I

L

L

R

D

D

U

R

A

L

E

I

G

H

R

D

B

L

U

E

R

I

D

G

E

R

D

BLU

E R

ID

GE

R

D

E

D

W

A

R

D

S

M

I

L

L

R

D

MA

CO

N P

ON

D R

D

M

AC

O

N P

O

ND

RD

TRAV-6-IRS/CAP

TRAV-7-IRS/CAP

T

R

A

V

-

8

-

I

R

S

/

C

A

P

TRAV-9-IRS/CAP

TRAV-1-IRS/CAP

TRAV-2-IRS/CAP

TRAV-3-IRS/CAP

TRAV-4-IRS/CAP

TRAV-5-IRS/CAP

# NORTHING EASTING ELEV. DESCRIPTION

1 753538.7482 2086276.6499 451.1296 TRAV-1-IRS/CAP

2 753398.3725 2086898.9639 449.7080 TRAV-2-IRS/CAP

3 753326.5949 2087450.2818 471.6569 TRAV-3-IRS/CAP

4 753763.4381 2087547.5615 474.0476 TRAV-4-IRS/CAP

5 754248.7483 2087314.4478 458.5992 TRAV-5-IRS/CAP

6 754910.2452 2086965.4200 447.5585 TRAV-6-IRS/CAP

7 754511.9311 2086572.3934 431.9307 TRAV-7-IRS/CAP

8 753999.5149 2086002.5435 433.6123 TRAV-8-IRS/CAP

9 753450.6141 2085696.8000 425.0181 TRAV-9-IRS/CAP

SURVEY CONTROL

WM

NORTH

NAD83(2011)

0 50 100 200

SCALE: 1" = 100'

ADJACENT PROPERTY LINE

PROPERTY LINE

STEWART SURVEY LIMITS

LINE TABLE

LINE

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

BEARING

S56°23'43"E

S04°29'15"E

S04°29'15"E

S05°31'31"E

S05°31'31"E

S05°31'31"E

S03°25'28"W

N72°12'37"W

N85°27'14"W

S84°33'40"W

DISTANCE

25.32'

47.51'

7.81'

22.58'

30.59'

12.41'

25.82'

63.54'

137.16'

27.75'

CURVE TABLE

CURVE

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

LENGTH

36.42'

78.67'

89.02'

66.64'

57.14'

46.56'

60.06'

135.90'

220.10'

8.13'

245.45'

RADIUS

20.00'

730.00'

730.00'

542.96'

542.96'

602.96'

602.96'

602.96'

1207.12'

2216.86'

2216.83'

DELTA

104°20'27"

6°10'28"

6°59'12"

7°01'57"

6°01'46"

4°25'28"

5°42'27"

12°54'49"

10°26'50"

0°12'36"

6°20'37"

TANGENT

25.76'

39.37'

44.56'

33.36'

28.59'

23.29'

30.06'

68.24'

110.36'

4.07'

122.85'

CHORD

31.59'

78.63'

88.96'

66.60'

57.11'

46.55'

60.04'

135.61'

219.80'

8.13'

245.32'

BEARING

S55°35'22"W

N75°17'52"W

N81°52'42"W

N81°56'17"W

N75°24'27"W

N74°36'19"W

N79°40'18"W

N88°58'57"W

S89°47'05"W

N34°52'38"E

N38°09'15"E

I, JORDAN M. SCHOFF, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER

MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL SURVEY MADE

UNDER MY SUPERVISION; THAT THIS GROUND SURVEY WAS PERFORMED AT

THE 95 PERCENT CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA

COMMITTEE STANDARDS; THAT THIS SURVEY WAS PERFORMED TO MEET THE

REQUIREMENTS FOR A TOPOGRAPHIC/PLANIMETRIC SURVEY, AND THAT THE

ORIGINAL DATA WAS OBTAINED BETWEEN JUNE 4TH AND JULY 11TH OF 2018;

THAT THE SURVEY WAS COMPLETED ON JULY 12TH 2018 AND REVISED ON

OCTOBER 8TH 2018; AND ALL COORDINATES ARE BASED ON NAD 83(11) AND

ALL ELEVATIONS ARE BASED ON NAVD 88.

JORDAN M. SCHOFF, PLS # 4939

02

10-08-18

50' BUFFER

S

S

S

S

S

S

S

S

S

S

SS SS SS

S

S

S

S

S

S

SS SSSS

SS

SS

SS

SS

SS

S

S

S

S

S

S

S

S

3AR

3QP

3AR

3AR

3QP

3AR

3QP

3QP

3AR3AR

3QP

3AR

3QP

3AR

3QP

3AR

3QP

FOWP

WV

W

V

W

V

W

V

3MG

3MG

3MG

3MG

3MG

3MG

3MG

G

G

G

G

G

G

G

G

G

G

G

G

F

O

F

O

F

O

F

O

F

O

F

O

W

F

O

F

O

E

E

E

E

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

2

4

"

R

C

P

2

4

"

R

C

P

1

8

"

R

C

P

1

8

"

R

C

P

1

5

"

R

C

P

1

5

"

R

C

P

1

5

"

R

C

P

1

5

"

R

C

P

W

W

W

W

W

W

W

W

W

W

W

W

G

I

S

W

L

G

I

S

W

L

TRAV-5-IRS/CAP

N:754248.748'

E:2087314.448'

EL: 458.599'

T

R

A

V

-

7

-

I

R

S

/

C

A

P

N

:

7

5

4

5

1

1

.

9

3

1

'

E

:

2

0

8

6

5

7

2

.

3

9

3

'

E

L

:

4

3

1

.

9

3

1

'

F

O

E

F

O

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

S

E

C

O

N

D

A

R

Y

T

R

E

E

C

O

N

S

E

R

V

A

T

I

O

N

A

R

E

A

5

0

'

W

I

D

E

M

A

J

O

R

T

H

R

O

U

G

H

F

A

R

E

Y

A

R

D

N

C

D

O

T

S

L

O

P

E

E

A

S

E

M

E

N

T

B

M

2

0

0

2

,

P

G

.

1

8

5

7

S

E

C

O

N

D

A

R

Y

T

R

E

E

C

O

N

S

E

R

V

A

T

I

O

N

A

R

E

A

5

0

'

W

I

D

E

M

A

J

O

R

T

H

R

O

U

G

H

F

A

R

E

Y

A

R

D

B

M

2

0

1

2

,

P

G

.

6

4

2

NCDOT DRAINAGE

EASEMENT

BM 2002, PG. 1857

SECONDARY ALTERNATE COMPLIANCE

TREE CONSERVATION AREA

65' WIDE PERIMETER YARD

BM 2012, PG. 642

SECONDARY ALTERNATE COMPLIANCE

TREE CONSERVATION AREA

65' WIDE PERIMETER YARD

BM 2012, PG. 642

PRIMARY TREE CONSERVATION AREA

AND 20' ZONE 2 NEUSE RIVER BUFFER

BM 2012, PG. 642

30' Z

ON

E 1

ST

RE

AM

BU

FF

ER

BM

2012, P

G. 6

42

N

C

D

O

T

P

E

R

M

A

N

E

N

T

D

R

A

I

N

A

G

E

E

A

S

E

M

E

N

T

D

B

9

0

6

9

,

P

G

.

1

9

9

0

P

R

I

M

A

R

Y

T

.

C

.

A

.

-

2

0

'

W

I

D

E

N

E

U

S

E

R

I

P

A

R

I

A

N

B

U

F

F

E

R

Z

O

N

E

2

B

M

2

0

1

1

,

P

G

.

1

2

6

9

-

1

2

7

3

P

R

I

M

A

R

Y

T

.

C

.

A

.

-

2

5

'

W

I

D

E

N

A

T

U

R

A

L

P

R

O

T

E

C

T

I

V

E

Y

A

R

D

-

C

U

D

Z

-

1

4

-

2

0

0

8

B

M

2

0

1

1

,

P

G

.

1

2

6

9

-

1

2

7

3

NCDOT SLOPE

EASEMENT

DB 9069, PG. 1990

N/F

CNL RETIREMENT PC1 NC, LP

DB 9653, PG. 39

BM 1996, PG. 1509

PIN: 0785-64-9530

20' CITY OF RALEIGH SANITARY SEWER EASEMENT - BM 1996, PG. 1509

S

A

-

1

3

T

T

P

I

P

E

S

A

-

1

2

S

A

-

1

1

S

A

-

1

0

S

A

-

0

9

S

A

-

0

8

SA-07

SA-06

SA-05

SA-04

SA-03

SA-02

SA-01 START

WA05

WA06

WA18

WA07

WA17

WA16

WA08

WA09

WA15

WA10

WA14

WA11

WA12

WA13

REVISED

WETLAND 'A'

979 SF / 0.022 AC

TPED

CATV

TPED

C

B

T

O

P

:

4

2

7

.

6

7

'

I

N

(

S

)

:

4

2

3

.

2

7

'

O

U

T

(

N

)

:

4

2

3

.

2

2

'

1

5

"

R

C

P

C

B

T

O

P

:

4

2

7

.

4

1

'

I

N

(

S

)

:

4

2

4

.

3

1

'

O

U

T

(

N

)

:

4

2

4

.

2

6

'

CB TOP: 426.90'

IN (S): 423.69'

OUT (E): 423.60'

C

B

T

O

P

:

4

2

7

.

1

8

'

I

N

(

S

)

:

4

2

2

.

5

9

'

I

N

(

W

)

:

4

4

2

.

7

6

'

O

U

T

(

N

)

:

4

2

2

.

4

8

'

C

B

T

O

P

:

4

2

7

.

3

7

'

I

N

(

S

)

:

4

2

1

.

6

7

'

I

N

(

N

)

:

4

2

1

.

8

7

'

O

U

T

(

E

)

:

4

2

1

.

4

7

'

3

0

"

R

C

P

414.95'

CB TOP: 429.62'

IN (W): 424.46'

IN (N): 424.75'

OUT (S): 424.43'

CB TOP: 429.90'

IN (N): 425.50'

OUT (E): 425.30'

4

8

"

R

C

P

SMH RIM: 423.21'

IN (E): 415.56'

OUT (W): 415.51'

SMH RIM: 426.62'

IN (E): 407.02'

OUT (NW): 406.55'

SMH RIM: 430.43'

IN (S): 420.54'

OUT (W): 420.44'

SMH RIM: 434.23'

IN (N): 425.51'

IN (E): 425.53'

OUT (NW): 425.45'

SS

SMH RIM: 441.56'

IN (E): 433.29'

OUT (W): 433.28'

SMH RIM: 455.80'

IN (S): 446.33'

OUT (E): 445.01'

CB TOP: 470.10'

IN (SE): 467.80'

OUT (W): 467.55'

465.43'

15"R

CP

4"PVC 4"PVC

S89° 04' 06"E

131.95'

S

7

6

°

4

0

' 5

6

"E

1

2

1

.7

2

'

S

5

9

°

2

9

'

1

9

"

E

7

8

.

9

7

'

L

1

S88° 31' 27"E 302.32'

S88° 41' 54"E 148.61'

S

2

3

°

3

4

'

1

9

"

E

2

5

8

.

8

5

'

S

1

1

° 4

2

' 5

5

"E

2

7

1

.3

9

'

N

4

3

°

4

9

'

3

4

"

E

5

1

7

.

6

8

'

8

"

D

IP

8"DIP

8

"

D

I

P

8"DIP

8"DIP

8

"

D

I

P

8

"

D

I

P

GRAVEL

GRAVEL

3QP

3AR

3AR

3QP3QP

3QP

3QP

3AR

3QP

3AR

3QP

3AR

3QP

3AR3QP

3AR

3QP3AR

6QP

D

U

R

A

L

E

I

G

H

R

D

.

V

A

R

I

A

B

L

E

W

I

D

T

H

P

U

B

L

I

C

R

/

W

(

B

M

1

9

9

6

,

P

G

.

1

5

0

9

)

V

A

R

I

A

B

L

E

P

U

B

L

I

C

R

/

W

B

M

2

0

0

2

,

P

G

.

1

8

5

6

-

1

8

5

7

N

C

D

O

T

P

R

O

J

E

C

T

#

8

.

2

4

0

2

8

0

2

E

D

W

A

R

D

S

M

I

L

L

R

D

.

LIMIT

S O

F SU

RV

EY

SU

RV

EY

ED

BY

OTH

ER

S

L

I

M

I

T

S

O

F

S

U

R

V

E

Y

S

U

R

V

E

Y

E

D

B

Y

O

T

H

E

R

S

L

I

M

I

T

S

O

F

S

U

R

V

E

Y

S

U

R

V

E

Y

E

D

B

Y

O

T

H

E

R

S

4

5

5

4

5

5

4

6

0

4

6

5

4

6

5

4

6

5

460

4

6

0

4

5

5

4

5

5

4

6

0

4

5

5

450

450

4

5

5

450

4

4

5

450

4

4

5

4

4

0

4

4

5

4

4

0

4

3

5

4

3

5

4

3

0

4

2

5

4

2

5

4

3

0

4

3

5

4

4

0

4

3

0

4

3

0

4

3

5

4

4

0

4

4

5

4

3

0

4

4

2

.

5

'

4

4

3

.

1

'

4

4

3

.

4

'

4

5

5

.

4

'

4

5

4

.

5

'

4

5

4

.

4

'

4

5

1

.

7

'

4

5

3

.

5

'

4

5

8

.

4

'

4

4

7

.

5

'

4

2

1

.

0

'

4

2

1

.

6

'

4

2

7

.

6

'

4

2

7

.

2

'

4

2

7

.

8

'

450

3AR

6Q

P

6Q

P

6QP

4AR

6QP

24AR3AR

7QP

4QP

3AR

3AR

9QP

7AR

7QA

7QP

8QA

8QP

8QA

8QA

420.36'

MH WITH

CAPPED

CONDUIT

RIM: 427.73'

U

U

U

U

MH WITH

CAPPED

CONDUIT

RIM: 426.27'

409.36'

4

5

9

.

6

'

4

5

8

.

7

'

4

5

9

.

3

'

SMH RIM: 459.46'

IN (E): 450.41'

OUT (N): 450.05'

20' CITY OF RALEIGH SANITARY SEWER EASEMENT

BM 1996, PG. 1509

N/F

CWS EDWARDS SAF, LLC

EDWARDS MILL RE I, LLC

EDWARDS MILL RE II, LLC

DB 16262, PG. 417

BM 1996, PG. 362

PIN: 0785-54-3827

N/F

HTA-RALEIGH MEDICAL

CENTER II, LLC

DB 16120, PG. 375

BM 2007, PG. 2006

PIN: 0785-74-5412

N/F

HTA-RALEIGH, LLC

DB 14156, PG. 22

BM 2008, PG. 824

PIN: 0785-74-3871

N/F

REX HOSPITAL, INC.

DB 12794, PG. 637

BM 2012, PG. 642

PIN 0785-63-7844

2923 EDWARDS MILL RD.

1,185,520 SF / 27.216 AC +/-

N/F

REX HOSPITAL, INC.

DB 12794, PG. 637

BM 2012, PG. 642

PIN 0785-63-7844

2923 EDWARDS MILL RD.

1,185,520 SF / 27.216 AC +/-

4

3

4

.

3

'

3QP

3QP 3AR3AR

3AR

4

5

5

4

5

0

455

4

5

5

4

5

0

4

4

5

4

3

5

4

3

5

4

4

0

4

4

5

450

455

8'C

LF

8'C

LF

GA

TE

8'CLFGATE 8'CLF

3QP

3AR

4

5

5

CCTV & LIGHT BOX

LIGHT BOX

COMM BOX

CCTV BOX

1MG

3AR

3QP

3AR

RAMPRAMP

4A

R

6A

R

3AR

3A

R

3Q

P

3A

R

3Q

P

3A

R

3Q

P

3A

R

3QP

W

V

LANDSCAPE

DEBRIS AND MULCH

N

O

S

U

R

V

E

Y

N

O

S

U

R

V

E

Y

1

5

"

R

C

P

3

0

'

2

0

'

3

0

'

2

0

'

30

'

20'

30'

20'

50' BUFFER ESTABLISHED

FROM WETLAND FLAGS

E

I

P

2

"

EIR

50' BUFFER ESTABLISHED

FROM WETLAND FLAGS

2

0

'

2

0

'

REX

HOSPITAL, INC.

MEREDITH TOWNSHIP, RALEIGH

WAKE COUNTY, NORTH CAROLINA

DATE: JULY 12, 2018 SCALE: 1" = 40'

CONTOUR INTERVAL = 1 FOOT

TOPOGRAPHIC SURVEY

FOR:

2 of 4

5410 OLD POOLE ROAD

RALEIGH, NC 27610

T 919.380.8750

FIRM LICENSE #: C-1051

www.stewartinc.com

PROJECT #: C18044

SITE

NORTH

N.T.S.

Vicinity Map:

Title:

Revisions:

No. Date Description

Seal:

C18044

07-12-18

JMS

CRD

Sheet:Project number:

Date:

Drawn by:

Approved by:

E

D

W

A

R

D

S

M

I

L

L

R

D

BLU

E R

ID

GE

R

D

B

L

U

E

R

I

D

G

E

R

D

LAKE BOONE TRL

W

A

D

E

A

V

E

I

-

4

4

0

NORTH

NAD83(2011)

0 20 40 80

SCALE: 1" = 40'

SEE SHEET 1 OF 4 FOR

GENERAL NOTES AND

LEGEND.

SEE SHEET 4

SEE SHEET 3

01

10-08-18

WETLAND 'A'

02

10-08-18

50' BUFFER

FOWP

3QP

3QP

3QP

3QP

3QP

3QP

3QP

3

A

R

3QP

3AR

3QP

3AR

3QP

3AR3AR

3QP

3AR

3QP

3AR

3QP

3AR

3QP

3AR

F

O

W

P

W

V

W

V

G

V

WV

W

V

W

V

W

V

W

V

G

W

P

F

O

W

P

F

O

W

P

F

O

W

P

F

O

W

P

O

H

W

O

H

W

O

H

W

OHW

OHW

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

W

W

W

W

G

W

W

W

W

W

W

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

F

O

F

O

F

O

F

O

F

O

E

F

O

F

O

F

O

F

O

F

O

F

O

CB TOP: 428.09'

OUT (W): 424.84'

Y

I

T

O

P

:

4

3

0

.

7

9

'

O

U

T

(

S

)

:

4

2

6

.

8

2

'

1

5

"

R

C

P

1

5

"

R

C

P

1

5

"

R

C

P

1

5

"

R

C

P

1

5

"

R

C

P

451.62'

451.30'

449.68'449.30'

15"RCP

15"R

CP

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

G

I

S

W

L

G

I

S

W

L

G

I

S

W

L

TRAV-1-IRS/CAP

N:753538.748'

E:2086276.650'

EL: 451.130'

T

R

A

V

-

8

-

I

R

S

/

C

A

P

N

:

7

5

3

9

9

9

.

5

1

5

'

E

:

2

0

8

6

0

0

2

.

5

4

4

'

E

L

:

4

3

3

.

6

1

2

'

TRAV-9-IRS/CAP

N:753450.614'

E:2085696.800'

EL: 425.018'

ALTERNATE COMPLIANCE

SECONDARY TREE CONSERVATION AREA

50' WIDE

BM 2012, PG. 642

S

E

C

O

N

D

A

R

Y

T

R

E

E

C

O

N

S

E

R

V

A

T

I

O

N

A

R

E

A

5

0

'

W

I

D

E

M

A

J

O

R

T

H

R

O

U

G

H

F

A

R

E

Y

A

R

D

B

M

2

0

1

2

,

P

G

.

6

4

2

N

C

D

O

T

D

R

A

I

N

A

G

E

E

A

S

E

M

E

N

T

B

M

2

0

0

2

,

P

G

.

1

8

5

7

1

0

0

'

C

P

&

L

E

A

S

E

M

E

N

T

B

M

2

0

0

2

,

P

G

.

1

8

5

7

N

C

D

O

T

S

L

O

P

E

E

A

S

E

M

E

N

T

B

M

2

0

0

2

,

P

G

.

1

8

5

7

N

C

D

O

T

S

L

O

P

E

E

A

S

E

M

E

N

T

B

M

2

0

0

2

,

P

G

.

1

8

5

7

N

C

D

O

T

S

L

O

P

E

E

A

S

E

M

E

N

T

B

M

2

0

0

2

,

P

G

.

1

8

5

7

S

E

C

O

N

D

A

R

Y

T

R

E

E

C

O

N

S

E

R

V

A

T

I

O

N

A

R

E

A

5

0

'

W

I

D

E

M

A

J

O

R

T

H

R

O

U

G

H

F

A

R

E

Y

A

R

D

B

M

2

0

1

2

,

P

G

.

6

4

2

SECONDARY ALTERNATE COMPLIANCE

TREE CONSERVATION AREA

65' WIDE PERIMETER YARD

BM 2012, PG. 642

PRIMARY TREE CONSERVATION AREA

AND 20' ZONE 2 NEUSE RIVER BUFFER

NCDOT SLOPE

EASEMENT

BM 2002, PG. 1857

1

5

0

'

P

U

B

L

I

C

R

/

W

B

M

2

0

0

2

,

P

G

.

1

8

5

6

-

1

8

5

7

N

C

D

O

T

P

R

O

J

E

C

T

#

8

.

2

4

0

2

8

0

2

15'x20' CITY OF RALEIGH

TRANSIT EASEMENT

BM 2011, PG. 1269-1273

NCDOT SLOPE

EASEMENT

DB 9069, PG. 1990

1

5

'

x

4

5

0

'

S

I

G

H

T

D

I

S

T

A

N

C

E

T

R

I

A

N

G

L

E

B

M

2

0

1

1

,

P

G

.

1

2

6

9

-

1

2

7

3

NCDOT SLOPE

EASEMENT

DB 9069, PG. 1990

NCDOT PERMANENT

DRAINAGE EASEMENT

DB 9069, PG. 1990

WA05

WA06

WA18

WA07

WA17

WA16

WA08

WA09

WA15

WA10

WA14

WA11

WA12

WA13

REVISED

WETLAND 'A'

979 SF / 0.022 AC

C

B

T

O

P

:

4

2

8

.

6

9

'

I

N

(

E

)

:

4

2

4

.

2

9

'

O

U

T

(

W

)

:

4

2

4

.

1

0

'

36"R

C

P

1

5

"

R

C

P

1

5

"

R

C

P

MH WITH

CAPPED

CONDUIT

RIM: 432.79'

Y

I

T

O

P

:

4

3

2

.

5

8

'

O

U

T

(

E

)

:

4

2

8

.

0

3

'

C

B

T

O

P

:

4

3

1

.

8

6

'

I

N

(

W

)

:

4

2

7

.

4

6

'

O

U

T

(

N

)

:

4

2

7

.

3

1

'

C

B

T

O

P

:

4

2

9

.

4

1

'

I

N

(

S

)

:

4

2

4

.

9

6

'

O

U

T

(

N

)

:

4

2

4

.

6

1

'

C

B

T

O

P

:

4

2

7

.

6

7

'

I

N

(

S

)

:

4

2

3

.

2

7

'

O

U

T

(

N

)

:

4

2

3

.

2

2

'

C

B

T

O

P

:

4

2

8

.

4

5

'

O

U

T

(

N

)

:

4

2

5

.

1

0

'

O

U

T

(

N

)

:

4

2

4

.

2

6

'

C

B

T

O

P

:

4

2

7

.

1

8

'

I

N

(

S

)

:

4

2

2

.

5

9

'

I

N

(

W

)

:

4

4

2

.

7

6

'

O

U

T

(

N

)

:

4

2

2

.

4

8

'

C

6

C

7

C8

L10

S84° 3

3' 39"W

258.5

2'

C9

N

1

0

° 1

9

' 0

0

"E

1

1

1

.0

2

'

N

3

3

°

3

2

'

0

7

"

E

5

6

.

3

3

'

C

1

0

C

1

1

N

4

2

°

5

9

'

5

7

"

E

1

9

6

.

7

1

'

N

4

3

°

4

9

'

3

4

"

E

5

1

7

.

6

8

'

W

W

W

W

W

W

W

W

W

GRAVEL

GRAVEL

E

D

W

A

R

D

S

M

I

L

L

R

D

.

1

5

0

'

P

U

B

L

I

C

R

/

W

B

M

2

0

0

2

,

P

G

.

1

8

5

6

-

1

8

5

7

N

C

D

O

T

P

R

O

J

E

C

T

#

8

.

2

4

0

2

8

0

2

E

D

W

A

R

D

S

M

I

L

L

R

D

.

M

A

C

O

N

P

O

N

D

R

D

.

6

0

' P

U

B

L

IC

R

/W

(

B

M

2

0

1

2

, P

G

. 6

4

2

)

MAC

ON

PO

ND

RD

.

60' PU

BLIC R

/W

(BM

2012, P

G. 6

42)

L

I

M

I

T

S

O

F

S

U

R

V

E

Y

S

U

R

V

E

Y

E

D

B

Y

O

T

H

E

R

S

L

I

M

I

T

S

O

F

S

U

R

V

E

Y

S

U

R

V

E

Y

E

D

B

Y

O

T

H

E

R

S

L

I

M

I

T

S

O

F

S

U

R

V

E

Y

S

U

R

V

E

Y

E

D

B

Y

O

T

H

E

R

S

421

4

2

5

4

2

5

4

3

5

4

3

0

430

4

2

5

4

3

0

4

3

5

4

3

5

4

4

0

4

4

0

4

4

5

4

5

0

4

5

0

4

4

5

4

4

0

4

3

5

4

3

0

455

455

455

4

2

5

4

3

0

4

3

5

4

4

0

4

3

0

4

3

5

4

3

0

4

3

5

4

4

0

4

4

5

4

3

5

4

3

0

4

2

3

.

3

'

4

4

2

.

5

'

4

4

3

.

1

'

4

4

3

.

4

'

4

5

5

.

4

'

4

5

3

.

4

'

4

5

2

.

4

'

4

5

3

.

5

'

4

5

8

.

6

'

4

5

8

.

4

'

4

5

0

.

5

'

4

5

0

.

7

'

4

5

2

.

0

'

452.9'

4

5

3

.

5

'

WV

HBOX

MH WITH

CAPPED

CONDUIT

RIM: 427.73'

U

419.88'

RIM: 425.30'

IN (E): 406.82'

OUT (SW)

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

423.31'

1

5

"

R

C

P

1

8

"R

C

P

417.21'

YI TOP: 426.10'

OUT (W): 419.63'

G

I

S

W

L

N/F

GROUP I VENTURES

EDWARDS MILL, LLC

DB 14611, PG. 817

BM 2011, PG. 1270

PIN: 0785-54-9304

N/F

GROUP I VENTURES

EDWARDS MILL, LLC

DB 14611, PG. 817

BM 2011, PG. 1271

PIN: 0785-54-5109

N

/

F

R

E

X

H

O

S

P

I

T

A

L

,

I

N

C

D

B

1

2

7

9

4

,

P

G

.

6

3

7

B

M

2

0

1

1

,

P

G

.

1

2

7

2

P

I

N

:

0

7

8

5

-

5

3

-

2

9

2

3

N/F

BESSIE W. DEW

ESTATE FILE

LOT 5

BM 1980, PG. 456

PIN: 0785-53-5616

N/F

NEIL C. GUSTAFSON &

SHARON GUSTAFSON

DB 11141, PG. 699

LOT 12 - BM 1980, PG. 456

PIN: 0785-53-6245

N/F

SHERWOOD H. JONES &

PHYLLIS L. JONES

DB 3285, PG. 227

LOT 11 - BM 1980, PG. 456

PIN: 0785-53-8330

N/F

WILLIAM LLOYD HARRISON

DB 2841, PG. 575

LOT 10 - BM 1980, PG. 456

PIN: 0785-53-9340

N/F

SHERWOOD H. JONES &

MANLEY DALTON JONES

DB 1493, PG. 454

BM 1980, PG. 456

PIN: 0785-63-0380

N/F

MACON POND INVESTMENTS, LLC

DB 9434, PG. 1949

LOT 9 - BM 1980, PG. 456

PIN: 0785-63-2239

N/F

MACON POND INVESTMENTS, LLC

DB 11207, PG. 2249

LOT 8 - BM 1980, PG. 456

PIN: 0785-63-3259

N/F

REX HOSPITAL, INC.

DB 12794, PG. 637

BM 2012, PG. 642

PIN 0785-63-7844

2923 EDWARDS MILL RD.

1,185,520 SF / 27.216 AC +/-

U

U

U

U

4

3

4

.

3

'

YI TOP: 427.25'

OUT (W): 421.65'

419.45'

1

8

"R

C

P

B

U

S

3QP

4

5

5

4

5

0

455

4

5

5

4

5

0

4

4

5

4

3

5

4

3

5

4

4

0

4

4

5

455

8'C

LF

8'C

LF

GA

TE

CCTV & LIGHT BOX

LANDSCAPE

DEBRIS AND MULCH

IN THIS AREA

N

O

S

U

R

V

E

Y

N

O

S

U

R

V

E

Y

N

O

S

U

R

V

E

Y

N

O

S

U

R

V

E

Y

REX

HOSPITAL, INC.

MEREDITH TOWNSHIP, RALEIGH

WAKE COUNTY, NORTH CAROLINA

DATE: JULY 12, 2018 SCALE: 1" = 40'

CONTOUR INTERVAL = 1 FOOT

TOPOGRAPHIC SURVEY

FOR:

3 of 4

5410 OLD POOLE ROAD

RALEIGH, NC 27610

T 919.380.8750

FIRM LICENSE #: C-1051

www.stewartinc.com

PROJECT #: C18044

SITE

NORTH

N.T.S.

Vicinity Map:

Title:

Revisions:

No. Date Description

Seal:

C18044

07-12-18

JMS

CRD

Sheet:Project number:

Date:

Drawn by:

Approved by:

E

D

W

A

R

D

S

M

I

L

L

R

D

BLU

E R

ID

GE

R

D

B

L

U

E

R

I

D

G

E

R

D

LAKE BOONE TRL

W

A

D

E

A

V

E

I

-

4

4

0

NORTH

NAD83(2011)

0 20 40 80

SCALE: 1" = 40'

SEE SHEET 1 OF 4 FOR

GENERAL NOTES AND

LEGEND.

SEE SHEET 2

SEE SHEET 4

01

10-08-18

WETLAND 'A'

02

10-08-18

50' BUFFER

SS

SS

SS

SS

SS

SS

SS

S

S

3QP

3QP

3QP

3QP

3QP

3QP

3QP

3

A

R

3QP

3QP

3QP

3QP

3QP

3QP

3QP

3QP

3AR

3QP

3AR

3QP

3AR

3AR

3QP

3AR

3QP

3QP

3AR3AR

3QP

3AR

3QP

3AR

3QP

3AR

3QP

3AR

3QP

3QP

HBOX

3MG

3MG

3MG

3MG

3MG

3MG

3MG

3MG

3MG

3MG

3MG

3MG

3MG

3MG

3MG

3MG

3MG

3MG

3MG

3MG

RISER

TOP: 448.36'

INLET: 447.37'

OUT (S):443.71'

5AR

5QP

5AR

WM

7AR

4QP

15QP

14QP

3QP

3AR

3AR

8QA

10AR

W

10QA

T

R

A

V

-

2

-

IR

S

/C

A

P

N

:7

5

3

3

9

8

.3

7

2

'

E

:2

0

8

6

8

9

8

.9

6

4

'

E

L

: 4

4

9

.7

0

8

'

TRAV-3-IRS/CAP

N:753326.595'

E:2087450.282'

EL: 471.657'

TRAV-4-IRS/CAP

N:753763.438'

E:2087547.562'

EL: 474.048'

1

2

Q

P

4TR

8LT

8

L

T

1

0

L

T

12QP 5AR

36QA

13QA

8T

R

1

2

Q

P

7QP

15TR

10LT

8TR

6QP

3TR

3TR

8QP

3TR

3TR

15JV

7TR

8QP

24QP

8JV

14JV

12PT

13JV

6

Q

P

5

T

R

24JV

12JV

7TR

1

0

T

R

E

E

10TR

10JV

8JV

6TR

11QA

8TR

4

T

R

12TR

FO

WP

RWM

FOWP

FOWP

EIP

EIP

GV

TPED

EIP

EIP

GV

GV

T

P

E

D

TPED

FOWP

W

W

W

W

W

G

G

G

G

F

O

F

O

FO

E

E

F

O

F

O

G

G

GG

G

G

G

OH

W

OH

W

W

W

W

G

G

E

E

F

O

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

O

H

W

GAS VENT

GAS VAULT

TRAFFIC CABINET

PRIVATE DRAINAGE

EASEMENT

BM 2012, PG. 642

SECONDARY TREE CONSERVATION AREA

50' WIDE THROUGHFARE YARD

BM 2012, PG. 642

R

A

L

E

I

G

H

S

A

N

I

T

A

R

Y

S

E

W

E

R

E

A

S

E

M

E

N

T

B

M

2

0

1

3

,

P

G

.

1

7

2

0

GE

NE

RA

L U

TILIT

Y

PLA

CE

ME

NT

E

AS

EM

EN

T

BM

2014, P

G. 424

TPED

CATV

TPED

FES:

444.74'

2

4

"

R

C

P

x

2

CB TOP: 449.82'

IN (E): 445.97'

OUT (N): 445.84'

CB TOP: 449.80'

OUT (W): 445.97'

RIM: 449.92'

IN (S): 445.07'

OUT (N): 444.97'

RIM: 449.95'

IN (NW): 442.65'

IN (E): 442.70

OUT (S): 442.60'

RIM: 452.84'

IN (E): 448.15'

OUT (W): 448.11'

RIM: 454.59'

IN (S): 449.89'

OUT (W): 449.79'

1

5

"

R

C

P

1

5

"R

C

P

1

8

"R

C

P

RIM: 472.17'

OUT (S): 469.57'

RIM: 471.44'

IN (N): 467.91'

IN (E): 467.89'

OUT (S): 467.84'

CB TOP: 470.10'

IN (SE): 467.80'

OUT (W): 467.55'

465.43'

CB TOP: 473.23'

OUT (NW): 470.53'

15"R

CP

1

5

"

R

C

P

4"PVC 4"PVC

CB TOP: 465.64'

OUT (N): 462.49'

CB TOP: 473.06'

OUT (N): 469.98'

S02° 16' 26"W

167.45'

S

1

1

° 4

2

' 5

5

"E

2

7

1

.3

9

'

L2

L3

L4

L5

L6

S01° 39' 52"E

155.28'

L7

C

1

C

2

C

3

C

4

C

5

N

7

2

°

2

3

' 3

5

"

W

4

2

2

.5

7

'

C

6

EIP

EIP

WV

EIP

EIP

FOWP

EIP

ICV

CATV

TPED

WV

TPED

TPED

EIP

E

E

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

F

O

W

E

E

E

E

F

O

F

O

FO

FO

F

O

F

O

F

O

F

O

FO

FO

FO

FO

F

O

E

F

O

F

O

F

O

FO

FO

E

W

W

W

W

G

G

G

G

OH

W

OH

W

OHW

O

H

W

15"R

CP

15"R

CP

8"P

VC

TOC=457.79'

IN=453.59'

OUT=453.49'

15"R

CP

TOC=461.50'

IN=456.55'

OUT=456.55'

15"RCP

TOC=468.84'

OUT=464.09'

INV: 466.18'

BLU

E R

ID

GE

R

D.

VA

RIA

BLE

W

ID

TH

P

UB

LIC

R

/W

(B

M 1999, P

G. 1256)

LA

KE

D

R.

60' P

UB

LIC

R

/W

(B

.M

. 1999, P

G. 1256)

N/F

THE UNIVERSITY OF NORTH CAROLINA

HEALTH CARE SYSTEM

DB 16987, PG. 1535

BM 1999, PG. 1256

PIN 0785-73-2161

2801 BLUE RIDGE RD.

N/F

UNIVERSITY OF NORTH CAROLINA

HEALTH CARE SYSTEM

DB 16987, PG. 1535

BM 16987, PG. 1535

PIN 0785-63-9186

2741 LAKE DR.

N/F

CC RALEIGH MOB, LLC.

DB 11057, PG. 475

BM 2004, PG. 697

PIN 0785-63-5430

N/F

REX HOSPITAL, INC.

DB 12794, PG. 637

BM 2007, PG. 1856

PIN 0785-73-2285

2821 BLUE RIDGE RD.

CELL TOWER

INACCESSIBLE

TOC: 471.25'

IN(N): 466.15'

IN(S): 466.15'

IN(E): 467.25'

OUT: 466.15'

RIM: 470.84'

IN: 468.24'

OUT: 468.14'

TOC: 470.83'

OUT: 468.23'

MA

CO

N P

ON

D R

D.

60' P

UB

LIC

R/W

(B.M

. 2012, P

G. 6

42)

GRAVEL

WOODED

AREA

1

5

"

R

C

P

8"P

VC

BELL SOUTH

EASEMENT

(D.B. 11816, PG. 707)

BELL SOUTH

EASEMENT

(D.B. 8707, PG. 2642)

N/F

REX HOSPITAL, INC.

DB 12794, PG. 637

BM 2007, PG. 1856

PIN 0785-73-2285

2821 BLUE RIDGE RD.

SMH RIM: 473.22'

OUT (S): 464.82'

SMH RIM: 470.66'

IN (S): 466.76'

OUT (N): 466.71'

GRAVEL

GRAVEL

EIP 3/4"

EIP 3/4"

EIP

EIP

3QP

3AR

3QP

3AR

3QP

3AR

3QP3QP

3QP

3QP

3AR

3QP

3AR

3QP

3AR

3QP

3AR

3AR

3QP

3AR3QP

3AR

3QP3AR

14QP

10TR

14QP

3QP

12TR

7AR

7AR

10TR

14QP

10TR

11TR

18QP

11TR

12QP

11TR

7TR

6QP

B

L

U

E

R

I

D

G

E

R

D

.

V

A

R

I

A

B

L

E

W

I

D

T

H

P

U

B

L

I

C

R

/

W

(

B

M

1

9

9

9

,

P

G

.

1

2

5

6

)

M

A

C

O

N

P

O

N

D

R

D

.

6

0

' P

U

B

L

IC

R

/W

(

B

M

2

0

1

2

, P

G

. 6

4

2

)

LIMIT

S O

F SU

RV

EY

SU

RV

EY

ED

BY

OTH

ER

S

L

IM

IT

S

O

F

S

U

R

V

E

Y

S

U

R

V

E

Y

E

D

B

Y

O

T

H

E

R

S

LIM

IT

S O

F S

UR

VE

Y

SU

RV

EY

ED

B

Y O

TH

ER

S

455

4

5

5

4

5

5

455

4

5

5

4

5

5

4

6

0

4

6

0

4

6

0

4

6

0

4

5

5

4

6

5

465

465

4

6

5

4

6

5

4

6

5

4

7

0

4

7

0

4

6

5

465

4

6

0

4

5

0

4

7

0

4

6

5

460

4

5

5

450

4

4

5

4

5

5

.

4

'

4

5

4

.

5

'

4

5

4

.

4

'

4

5

3

.

4

'

4

5

2

.

4

'

4

5

1

.

5

'

4

5

0

.

4

'

4

5

1

.

7

'

4

5

3

.

5

'

452.9'

4

5

3

.

5

'

4

4

4

.

6

'

4

4

5

.

4

'

4

4

6

.

2

'

4

4

7

.

5

'

4

7

1

.

7

'

470

450

450

4

4

5

4

5

0

3AR

6Q

P

6Q

P

3A

R

6Q

P6

AR

6Q

P

WV

WV

WV

WV

16QP

8QP

3QP

3AR

18QP

3QP

12TR

12TR

3AR

3QP

12TR

4AR

6QA

6QP

6QP

6QA

4AR

6QP

4AR

24AR3AR

7QP

4QP

3AR

3AR

9QP

7AR

7QA

7QP

8QA

8QP

8QA

8QA

4

5

9

.

6

'

4

5

8

.

7

'

4

5

9

.

3

'

3AR

N/F

REX HOSPITAL, INC.

DB 3910, PG. 373

BM 2014, PG. 1176

PIN: 0785-82-2820

N/F

HTA-BLUE RIDGE, LLC

DB 15695, PG. 1477

BM 1984, PG. 1152

PIN: 0785-73-7887

N/F

DURALEIGH COMMERCE I, LLC

DURALEIGH COMMERCE II, LLC

DB 16965, PG. 908

BM 2005, PG. 2180

PIN: 0785-74-6114

N/F

REX HOSPITAL, INC.

DB 12794, PG. 637

BM 2012, PG. 642

PIN 0785-63-7844

2923 EDWARDS MILL RD.

1,185,520 SF / 27.216 AC +/-

B

U

S

BUS

3QP

3QP 3AR3AR

3AR

4

5

5

455

450

455

8'C

LF

8'C

LF

GA

TE

8'CLFGATE 8'CLF

3QP

3AR

4

5

5

CCTV & LIGHT BOX

LIGHT BOX

COMM BOX

CCTV BOX

1MG

3AR

3QP

3AR

3QP

3AR

3QP

3AR

3QP

3QP

3QP

3QP

3QP

3

A

R

3

A

R

3AR

3QP

RAMPRAMP

4A

R

6A

R

6Q

P6

AR

3AR

FOWP

D

I

R

T

P

A

T

H

O

H

W

VAN

HC

VAN

HC

HC HC

3AR

3AR

3AR

3A

R

3Q

P

3A

R

3Q

P

3A

R

3Q

P

3A

R

5AR

3QP

3QP

3QP

SIGN

L

8

L9

1

5

"

R

C

P

1

5

"

R

C

P

1

5

"

R

C

P

REX

HOSPITAL, INC.

MEREDITH TOWNSHIP, RALEIGH

WAKE COUNTY, NORTH CAROLINA

DATE: JULY 12, 2018 SCALE: 1" = 40'

CONTOUR INTERVAL = 1 FOOT

TOPOGRAPHIC SURVEY

FOR:

4 of 4

5410 OLD POOLE ROAD

RALEIGH, NC 27610

T 919.380.8750

FIRM LICENSE #: C-1051

www.stewartinc.com

PROJECT #: C18044

SITE

NORTH

N.T.S.

Vicinity Map:

Title:

Revisions:

No. Date Description

Seal:

C18044

07-12-18

JMS

CRD

Sheet:Project number:

Date:

Drawn by:

Approved by:

E

D

W

A

R

D

S

M

I

L

L

R

D

BLU

E R

ID

GE

R

D

B

L

U

E

R

I

D

G

E

R

D

LAKE BOONE TRL

W

A

D

E

A

V

E

I

-

4

4

0

NORTH

NAD83(2011)

0 20 40 80

SCALE: 1" = 40'

SEE SHEET 1 OF 4 FOR

GENERAL NOTES AND

LEGEND.

SEE SHEET 3

SEE SHEET 2

01

10-08-18

WETLAND 'A'

02

10-08-18

50' BUFFER