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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
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5
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5
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.
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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
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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
'
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(
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)
:
4
2
1
.
6
7
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I
N
(
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)
:
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
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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
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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
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3QP 3AR3AR
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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
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8'C
LF
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8'CLFGATE 8'CLF
3QP
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4
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LIGHT BOX
COMM BOX
CCTV BOX
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LANDSCAPE
DEBRIS AND MULCH
N
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0
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3
0
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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
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W
A
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A
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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
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W
W
W
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W
W
W
G
G
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G
G
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F
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CB TOP: 428.09'
OUT (W): 424.84'
Y
I
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O
P
:
4
3
0
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7
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(
S
)
:
4
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1
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1
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R
C
P
1
5
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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
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TRAV-1-IRS/CAP
N:753538.748'
E:2086276.650'
EL: 451.130'
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E:2085696.800'
EL: 425.018'
ALTERNATE COMPLIANCE
SECONDARY TREE CONSERVATION AREA
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BM 2012, PG. 642
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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
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TRANSIT EASEMENT
BM 2011, PG. 1269-1273
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EASEMENT
DB 9069, PG. 1990
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5
'
x
4
5
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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
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:
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1
0
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C
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C
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1
5
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R
C
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MH WITH
CAPPED
CONDUIT
RIM: 432.79'
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:
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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
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, P
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)
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4
5
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5
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4
5
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4
5
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4
6
0
4
6
0
4
6
0
4
6
0
4
5
5
4
6
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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
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4
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0
4
6
5
460
4
5
5
450
4
4
5
4
5
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4
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4
5
4
.
5
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4
5
4
.
4
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4
5
3
.
4
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4
5
2
.
4
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4
5
1
.
5
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4
5
0
.
4
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4
5
1
.
7
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4
5
3
.
5
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452.9'
4
5
3
.
5
'
4
4
4
.
6
'
4
4
5
.
4
'
4
4
6
.
2
'
4
4
7
.
5
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4
7
1
.
7
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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