NCC216571_Site Plan or Location Map_20211124

m
SHEET INDEX
SHEET
SHEET TITLE
NUMBER
C0.0
COVER
C1.0
EXISTING CONDITIONS SHEET 1 OF 4
C1.1
EXISTING CONDITIONS SHEET 2 OF 4
C1.2
EXISTING CONDITIONS SHEET 3 OF 4
C1.3
EXISTING CONDITIONS SHEET 4 OF 4
C2.0
OVERALL DEMOLITION PLAN
C2.1
DEMOLITION PLAN NORTH
C2.2
DEMOLITION PLAN SOUTH
C3.0
OVERALL SITE PLAN
C3.1
SITE PLAN NORTH
C3.2
SITE PLAN SOUTH
C4.0
OVERALL GRADING PLAN
C4.1
GRADING PLAN NORTH
C4.2
GRADING PLAN SOUTH
C5.0
STORM DRAINAGE PROFILES 1 OF 7
C5.1
STORM DRAINAGE PROFILES 2 OF 7
C5.2
STORM DRAINAGE PROFILES 3 OF 7
C5.3
STORM DRAINAGE PROFILES 4 OF 7
C5.5
STORM DRAINAGE PROFILES 5 OF 7
C5.6
STORM DRAINAGE PROFILES 6 OF 7
C5.7
STORM DRAINAGE PROFILES 7 OF 7
C5.8
STORM DETAILS- SHEET 1 OF 2
C5.9
STORM DETAILS- SHEET 2 OF 2
C6.0
STORMWATER CONTROL MEASURE A
C6.1
STORMWATER CONTROL MEASURE B
C7.0
DUPREE MEADOWS ROADWAY PLAN AND PROFILE
C7.1
DUPREE MEADOWS BALCON CT AND PATREA CT
C7.2
KENNEBEC CROSSING ROADWAY PLAN AND PROFILE
C8.1
SITE DETAILS SHEET 1 OF 1
C9.0
KENNEBEC CROSSING ROAD PROFILE
C9.1
KENNEBECK CROSSING SIGHT DISTANCE PROFILES
C10.0
EROSION CONTROL PHASE 1- OVERALL
C10.1
EROSION CONTROL PHASE 1 SHEET 1 OF 2
C10.2
EROSION CONTROL PHASE 1 SHEET 2 OF 2
C11.0
EROSION CONTROL PHASE 2-OVERALL
C11.1
EROSION CONTROL PHASE 2 SHEET 1 OF 2
C11.2
EROSION CONTROL PHASE 2 SHEET 2 OF 2
C12.1
EROSION CONTROL DETAILS SHEET 1 OF 2
C12.2
EROSION CONTROL DETAILS SHEET 2 OF 2
LS1.1
LANDSCAPE SHEET NORTH
LS1.2
LANDSCAPE SHEET SOUTH
WS1.0
OVERALL WATER AND SEWER PLAN
WS1.1
WATER AND SEWER PLAN NORTH
WS1.2
WATER AND SEWER PLAN SOUTH
WS2.1
WATER AND SEWER PLAN PROFILE-KENNEBEC CROSSING DR
WS2.2
WATER AND SEWER PLAN PROFILE-KENNEBEC CROSSING DR
WS2.3
WATER AND SEWER PLAN PROFILE-DUPREE MEADOWS DR
WS2.4
WATER AND SEWER PLAN PROFILE-DUPREE MEADOWS DR
WS2.5
WATER AND SEWER PLAN PROFILE- PETREA CT, BALCON CT, SEWER STUB
WS3.1
WATER AND SEWER DETAILS- SHEET 1 OF 5
WS3.2
WATER AND SEWER DETAILS- SHEET 2 OF 5
WS3.3
WATER AND SEWER DETAILS- SHEET 3 OF 5
WS3.4
WATER AND SEWER DETAILS- SHEET 4 OF 5
WS3.5
WATER AND SEWER DETAILS- SHEET 5 OF 5
ENGINEERING FIRM:
ESP ASSOCIATES, INC.
ADDRESS:
2200 GATEWAY CENTRE BLVD, SUITE 216
MORRISVILLE, NC 27560
PHONE:
[phone]
FAX:
[phone]
CONTACT:
SALMAN MOAZZAM, PE
DEVELOPER:
TBM PARTNERS, LLC
ADDRESS:
6131 FALLS OF NEUSE ROAD, SUITE 200
RALEIGH, NC, 27609
PHONE:
[phone]
FAX:
[phone]
CONTACT:
JOE CEBINA
REVIEW AGENCY: TOWN OF ANGIER PLANNING DEPARTMENT
ADDRESS: 55 N BROAD WAY W
ANGIER, NC, 27501
PHONE: [phone]
KENNEBEC CROSSING
SUBDIVISION
LOCATED IN
ANGIER, WAKE COUNTY, NC
BUFFALO GOURD LN.
BENJAMIN BMp SMITH; `
/ \ i OLI5 MELI MANION, CL
DB 16524 PG 489 DB 16272
PB BM20114 PG 1121
SEAGROVES,JOSEPH N JR. PIN 675310383
SEAGROVES,JAMIE E ZONING: R-30
DB 15712 PG 2406 USE: SINGLEFAM
PB BM1984 PG 1402
PIN 675217268
ZONING: R-30
USE: MOBILE
J
CUIIFN, SCOTT D
DB 5515 PG 683 -- a
PB BM1984 PG 1402
PIN 675217678 ' i' • '
ZONING: R-30 1 ; ,'� V.
USE: MOBILE
OPEN SPACE
j .
I I '
i
JONES, RONALD '
DB 14721 PG 1675 I '
/ PB BPG 1402 67520 �
675208724 I � T-xca�
\ ZONING: R-30 MOBILE
\
IRIZARRY, WILLIAM
IRIZARRY, WHITNEY KATHERINE
DB 16591 PG 2602
PB 1984 PG 1402
PIN 675208642
ZONING: R-30 I 30 29
USE: MOBILE
REGAL DR.
W PUMJC R/w I
JOHNSON, JEFFREY A I
JOHNSON, ROBIN E
DB 17480 PG 902
PB 1984 PG 1401PIN 67 \� _
ZON30
ING520R530 OJEN SPE
L
USE: MOBILE I /J
-
1
21
22
I I
JO SONS LANDING HOMEOWNERS ANG�t TOWN OF
ASSN INC DB 156 PG 2313
DB 16581 PG 1977 PB BM200 PG 2249 _
PB BM2005 PG 347 PIN 675 229
PIN 675410725 ZONING: 30
ZONING: R-30 USE: EXEMP
USE: HOA
LASSITER yE R J
LANCASTER, HN
DB 16707 PG B46 -
' ® s PB BM20C P 2249
/ PIN 675316 15
1 ZONING: R 0
USE: SINGLE AM
OPEN SPACE / REDMOND, MATH II
own ® DB 17392 PG 1052
/ PB BM2007 PG 2 71
PIN '75,16114
1 ZONING: R-30
` USE: SING CROOKNECK DR.
W PUBLIC R 4.
` 1 a" zoos rG z
i
• � • , CONLEY, FRANK L
` CONLEY, MICHELLE C
�! I PBBBM2007 PG 4 1
PIN 6753/Rj
ZONING: USE: SING
28 III 27
=➢x RATHBONE, LEONARD E I 31 32 I� 33 �I 34
gym= RATHBONE, DARLENE 0
pr DB 3449 PG 136
PB 1984 PG 1401
PIN 675208336
ZONING: R-30
\F_
USE: MOBILE I
ADAMS. EVERETT K
DB 9573 PG 1588
PB 1984 PG 1401
PIN 675208223
ZONING: R-30
USE: MOBILE I \ 37
II 38
ADAMS, EVERETT KEITH O
DB 5220 PG 565 I II
PPIN 67
1 ZONING52 R-30'
39
USE: MOBILE ' �I
I
i�
+ • 42
GINGRAS, RICKEY J .....
GINGRAS, DEBORAH L
DB 7303 PG 369 " 43
PB 1984 PG 1401 \ OPEN SPA E
PIN \
� ZONING:NG: R-3030 I
USE: MOBILE
45 44 J
STANCIL, LANE
STANCIL, HAYLEY
DB 12938 PG 330
PB 1984 PG 1401
PIN 674298719
ZONING: R-30
USE: MOBILE ,.
i� 50
f
F� 49
JOHNSON, JEFFREY A >`
JOHNSON, ROBIN E
DB 116983 PG 1964 48'`''�
PB 1984 PG 1401f'''
PIN 674297696 47
ZONING: R-30 46
USE: MOBILEG HAWLEY, WILLIAM D
DB 14074 PG 1344
\ PB 1984 PG 1401
PIN 674298553
ZONING: R-30
\ \ USE: MOBILE
oy�
c
RICK, Irnb,
YRICK, SA 11
62 61 60 59 58
D 16102 PG 1
1994 PG 1897
PIN 674297383
ZONING: R-30 /
UN ,ZINGLEFAM
/ BED B
MYRICK, DANI
MYRICK, SARA
DB 3667 PG 859
PIN 674297269
ZONING: R-30 �" x
USE: SINGLEFAM
63 64 65 66 67
Rgi%1S HAMILTON STEVE
�C& DB 36670 LL PG I859 BLALOCK, DEWEY R JR
Rom' ROgO PIN 674298553 BLALOCK, BRENDA W
ZONING: R-30 DB 3667 PG 859
USE: SINGLEFAM PIN 674392013
ZONING: R-30
/ USE: SINGFAM
36 11 35
51
52
53
54
55
56
68169170171
19
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18
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17
=6
15
14
13
12
11
10
8
6
4
83
82
81
' So
79
78
77
76
F7473
KENNEBEC BAPTIST CHURCH
DB 5589 PG 328
PB 1993 PG 454
PIN 675404605
ZONING: R-30
USE: VACANT
ROMERO, JOSE
RAMIREZ, FLORENCIA
DB 14149 PG 1844
PIN 674396355
ROMERO, JOSE
RAMIREZ, FLORENCIA
DB 14149 PG 1844
PIN 674396355
ZONING: R-30
USE: VACANT
BLALOCK, DEWEY R JR
BLALOCK, BRENDA W
DB 14512 PG 432
PIN 674391027
ZONING: R-30
USE: AGRICULTURE
VICINITY MAP
SITE DATA:
PROJECT SITE
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wake Co
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Rawis Church Rd
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SCALE: NTS = LICENSE NO.: i
F-1407
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PARCELS PIN #: 0675302448, DB 13020 PG 154 TRACT VI ``��\ ;?;;•a(;�f,�if�
0674390203, DB 13020 PG 154 TRACT VI� ��SSfp '•.�/9
0674391027, DB 14512 PG 432 `_ Q cC�l •.
OWNER: PETREA, RUTH DUPREE . JL L ►i
DUPREE, WILLIAM A III ''_ 028116
OWNER ADDRESS: 1209 CAROLINA AVE, DURHAM, NC, 27705
TOTAL ACREAGE: +/- 28.2 AC.
EXISTING ROW: +/- 1.09 AC.
NET ACREAGE: +/- 27.11 AC.
LOCATION: ANGIER, WAKE COUNTY, NC
ZONING: R-6 CZ
WATERSHED: NEILLS CREEK, CAPE FEAR
FLOODPLAIN: 3720067400K, 3720067500K, EFFECTIVE DATE OF STUDY 10/03/2006
LAND USE: SINGLE FAMILY RESIDENTIAL AND TOWNHOME
TOTAL UNITS: 83 UNITS (50 SINGLE FAMILY, 33 TOWNHOME)
LOT SIZE:
SINGLE FAMILY: 55' X 110' (6,050 S.F.)
TOWNHOME: 24' X 100' (2,400 S.F.)
DENSITY: 3.06 DU/AC (83 UNITS / 27.11 AC)
REQUIRED PARKING:
SINGLE FAMILY: 3 PER DWELLING UNIT. 3 x 50 (LOTS) = 150 SPACE REQUIRED.
TOWNHOME: 1.5 PER BEDROOM PLUS 1 PER BEDROOM OVER 2.
4 (3 BR PER UNIT) x 33 (UNITS) = 132 SPACE REQUIRED.
TOTAL: 282 SPACE REQUIRED
PROPOSED PARKING:
SINGLE FAMILY: 2 CAR GARAGE & 2 CAR DRIVEWAY. 4 x 50 (LOTS) = 200 SPACE PROVIDED.
TOWNHOME: 2 CAR GARAGE & 2 CAR DRIVEWAY FOR EACH TOWNHOME UNIT; 5 ON -STREET
PARKING SPACE; 7 PARKING LOT SPACES (1 HANDICAP)
4 x 33 (UNITS) = 132 + 12 (ADDITIONAL GUEST) = 144 SPACE PROVIDED.
TOTAL: 344 SPACE PROVIDED
APPROVED CONDITIONS CZ-R-6 (APPROVED 8-4-2020 TOWN OF ANGIER BOARD OF
COMMISSIONERS):
1. DEVELOPMENT SHALL BE LIMITED TO SINGLE FAMILY RESIDENTIAL USES. THE FOLLOWING
USES SHALL BE PROHIBITED:
BOARDING AND / OR ROOMING HOUSES
MULTI -FAMILY RESIDENTIAL, APARTMENTS
DAY CARE CENTERS
MEDICAL, OFFICE OR RETAIL USES
2. TOWNHOME DEVELOPMENT, IF ANY, WILL BE LIMITED TO THE SOUTH SIDE OF KENNEBEC
CHURCH ROAD, AND WILL REQUIRE A SEPARATE SPECIAL USE PERMIT IF THE UNIT COUNT
IS EQUAL TO OR GREATER THAN TWENTY (20). (APPROVED 9/22/2020 BY ANGIER BOARD OF
ADJUSTMENT)
3. A 10' WIDE PERIMETER BUFFER SHALL BE PROVIDED ABUTTING THE FOLLOWING
PROPERTIES (PIN NUMBERS): 675404605, 674396355, 674298553, 674297696, 674298719,
674298912:
- THE PERIMETER BUFFER YARD SHALL BE UNDISTURBED NATURAL
VEGETATIVE BUFFER AND MAY INCLUDE SUPPLEMENTAL PLANTING OF
SCREENING MATERIALS FOR INCREASED SCREENING.
- THE PERIMETER BUFFER YARD SHALL EXCLUDE AREAS REQUIRED FOR
PROPOSED STREET RIGHT-OF-WAY, ACCESS, AND UTILITY EASEMENTS.
4. A 15' WIDE PERIMETER BUFFER SHALL BE PROVIDED ABUTTING THE FOLLOWING
PROPERTIES (PIN NUMBERS): 674396355, 674391027, 674392013.
NOTE:
1. KENNEBEC CROSSING PRELIMINARY PLAT APPROVED BY TOWN OF ANGIER-02.05.21
STREET NAMES & LENGTH:
STREET LENGTH ROW WIDTH
KENNEBEC CROSSING DRIVE
852 L.F.
VARIABLE (PUBLIC)
DUPREE MEADOW DRIVE
1,391 L.F.
50' (PUBLIC)
PETREA COURT
122 L.F.
50' (PUBLIC)
BALCON COURT
269 L.F.
50' (PUBLIC)
TOTAL:
2,634 L.F.
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PROJECT INFORMATION
PROJECT MANAGER: SM
DESIGNED BY: SM
GRAPHIC SCALE , DRAWN BY: RAJ
® PROJECT NUMBER: HX39.401
150' 0 75' 150' 300' 600'
ORIGINAL DATE: 01/12/2021
( IN FEET) Know whafs below. SHEET:
1 inch - 150 ft. Call before you dig. C0.0

DocuSign Envelope ID: A07275CD-B6A5-4EEB-A50E-1741 B2B14066
"C H��Nwq Yss
VICINITY MAP
NOT TO SCALE
SITE
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NTjy� off`'
"Ty ,
RAWLS CHURCH
RD.
I, Kevin D. Medeiros, certify that this map was drawn under
my supervision from an actual GPS survey made under my
supervision and the following information was used to perform
the survey.
1. Class of Survey: Class A
2. Positional Accuracy: 0.09'
3. Type of GPS Field Procedure: NCGS VRS Network
4. Dates of Survey: February 5th and 7th, 2020
5. Datum/Epoch: NAD 83 (NSRS 2011)
6. Published/Fixed-control use: See Below
7. Geoid Model: Geoid 12B
8. Combined Grid Factor: 0.9998740686
9. Units: US Survey Feet
Fixed Station utilized for this project:
Designation: RALEIGH DOT CORS ARP
CORS ID: NCRD
Northing: 733167.41 (NAD 83-NSRS 2011)
Easting: 2124896.38
Elevation: 279.0 (NAVD 88)
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EXISTING COUNTY LINE MONUMENT 11:
(REF: BM 2018 PG 2448-2451) \
(PUBLISHED COORDINATES - GRID) \
N: 651,980.89' \
E: 2,065,807.61' \
(OBSERVED COORDINATES - GRID)
PROJECT AREA TABLE
SURVEYED AREA - PETREA-DUPREE- PIN 0675302448 (WC)
1,197,825 SF / 27.498 AC
SURVEYED AREA - PETREA DUPREE- PIN 0674390203 (HC)
9,031 SF / 0.207 AC
SURVEYED AREA - BLALOCK- PIN 0674391027 (HC)
21,819 SF / 0.501 AC
TOTAL SURVEYED AREA: PETREA-DUPREE / BLALOCK PROPERTY
1,228,675 SF / 28.206 AC
ALTA / NSPS LAND TITLE SURVEY:
RUTH DUPREE PETREA AND
WILLIAM A. DUPREE III PROPERTY
AND
DEWEY R. BLALOCK JR. AND BRENDA W.
BLALOCK PROPERTY
MIDDLE CREEK / BLACK RIVER TOWNSHIPS,
WAKE / HARN ETT COUNTIES,
ANGIER, NORTH CAROLINA
PREPARED FOR: TBM PARTNERS, LLC
I / I
/ I
/ I
/ I JOHNSON'S
/ I LANDING
SUBDIVISION
(PHASE 6)
� I
` I
N: 651,980.90'
I
E: 2,065,807.60' R1�FTT cOUiVTy
CO_ EXISTING COUNTY LINE MONUMENT 12:
�J
\ (REF: BM 2018 PG 2448-2451)
(PUBLISHED COORDINATES - GRID) SHEET�
3 OF 4 '< ,
N: 649,289.24' ,
E: 2,072, 929.86'
(OBSERVED COORDINATES - GRID)
NOTES: \ N: 649,289.22' KENNEBEC ACRES-
1. THIS PLAT IS DERIVED FROM INFORMATION GATHERED BY AN ACTUAL FIELD SURVEY MADE BY THIS E• 2,072,929.82 SUBDIVISION
OFFICE BETWEEN FEBRUARY 05, 2020 AND AUGUST 5, 2020. \ SECTION 1 AND 2
2. HORIZONTAL DATUM USED FOR THIS PROJECT IS NAD 83/2011 (US SURVEY FEET). VERTICAL DATUM (GROUND COORDINATES) ( ) - - -
USED FOR THIS PROJECT 88.
3. BOUNDARY INFORMATION IPER DDEEDS AND PLATS OF THE WAKE AND HARNETT COUNTY REGISTRY CoQNTY \6 73 9 N: 649,289.18'
AS SHOWN. /\/F S6 _�� E: 2,072,929.78'
THE GROUND CONTROL
S ARE LOCALIZED COORNATES BAED ON STATE PLNE
4 COORDINATES FOR ESP "V S CAP 1" HAVING AV NG THE FOLLOWINGDNIAD 83201SCOORDINATE VALUES: MO�044/ Tlo 8S 33,50 F\ TIE COUNTY LINE MONUMENT 12 TO VRS CAP 1
I
NORTHING: 649,685.2128' EASTING: 2,073,335.9910' ELEVATION: 331.59' (NAVD 88/GEOID 12B). 11 % O T07N45°43'36"E
TY \ 567.32' (GROUND)
5.
JECT
MBINED
FACTOR USED IS 0.9998740686 (GROUND TO
7 7. UNLOESS OTHERWISE SE NOTED UNLESS NOTED AS LL COORDINATES
ALL DISTANCES ARE SHOWN ARE
HOUND RIZONTAL GROUNDCOORDINATES.
MEASUREMENTS.
OA10 / \ \ \
8. ALL AREAS COMPUTED BY COORDINATE COMPUTATION METHOD. FN% j3 \ r I- - - -
9. THE PROJECT CONTROL WAS ESTABLISHED BY ESP ASSOCIATES, INC. USING THE NCGS VRS SYSTEM.-
10. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE REPORT, AND IS SUBJECT TO ALL
FACTS AND EASEMENTS WHICH MAY BE DISCLOSED WITHIN THE TITLE REPORT. REFERENCE THE LINE LEGEND
INVESTORS TITLE INSURANCE COMPANY COMMITMENT NUMBER 202011239R/RCO2 FOR FURTHER \
INFORMATION.
11. THE PROJECT SITE IS NOT LOCATED IN A FLOOD ZONE, REFER TO DFIRM MAP NUMBER 3720067500K
AND 3720067400K, WITH A REVISED DATE OF 10/03/06.
12. UNLESS NOTED OTHERWISE ALL NEW IRON PINS WERE SET USING 5/8" REBAR. ALL EXISTING FIELD
EVIDENCE IS SHOWN WITH OUTER DIAMETER DIMENSIONS. UNLESS NOTED OTHERWISE ALL FIELD
EVIDENCE WAS FOUND BELOW GROUND LEVEL.
13. FEATURES (INCLUDING BUT NOT LIMITED TO) BUILDINGS, ROADWAYS, UTILITY APPURTENANCES,
LANDSCAPING, STREAMS/CREEK SHOWN ON THIS PLAT WERE EXISTING AT THE TIME OF THIS SURVEY.
14. PARTIAL DISTANCES SHOWN IN PARENTHESIS INDICATE MEASUREMENTS ALONG EXISTING BOUNDARY
LINES BETWEEN EXISTING AND/OR NEW FIELD EVIDENCE. EASEMENT AND RIGHT OF WAY TIES
DISTANCES ARE NOTED WITH AN E AND RW RESPECTIVELY.
I, KEVIN D. MEDEIROS, CERTIFY THAT THIS FIELD SURVEY AND PLAT WAS PREPARED UNDER MY DIRECT
SUPERVISION (DEED DESCRIPTIONS RECORDED IN BOOKS AS SHOWN ON PLAT); THAT THE BOUNDARIES NOT
SURVEYED ARE CLEARLY INDICATED AS BROKEN LINES; THAT THE GLOBAL POSITIONING SYSTEM (GPS)
OBSERVATIONS WERE PERFORMED TO THE GEOSPATIAL POSITIONING ACCURACY STANDARDS, PART 2:
STANDARDS FOR GEODETIC NETWORKS AT THE 0.05' HORIZONTAL AND 0.05' VERTICAL ACCURACY
CLASSIFICATION (95% CONFIDENCE) USING THE NCGS VRS NETWORK. THAT THE BOUNDARY SURVEY MEETS
THE MEASUREMENT STANDARDS OF THE MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND
TITLE SURVEYS (EFFECTIVE FEBRUARY 23, 2016) WITH A MAXIMUM ALLOWABLE RELATIVE POSITIONAL PRECISION
OF 0.07' PLUS 50 PARTS PER MILLION; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH THE STANDARDS
OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56.1600) AS AMENDED. WITNESS MY
ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 22 DAY OF SEPTEMBER, AD, 2020.
TO TBM PARTNERS, INVESTORS TITLE INSURANCE COMPANY:
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN
ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE
SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS. THE FIELD WORK WAS COMPLETED ON
SETEMBER 22, 2020.
DATE OF PLAT OR MAP: 09/22/2020
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LICENSE NO. s • LICENSE N0. ?
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F-1407 L-4668
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Parcel Line Table
Line #
Direction
Length
L1
N 1'49'24" E
1355.17
L2
N 1'48'38" E
724.12
L3
S 86'51'10" E
570.55
L4
S 1"2'55" W
322.90
L5
S 1'15'56" W
991.12
L6
S 0*55'15" W
758.46
L7
N 8734'45" W
595.29
L8
N 8734'45" W
114.81
L9
N 88.10'18" W
234.90
L10
S 75.38'43" W
257.71
L11
S 61 *12'55" W
300.49
L12
N 1'48'38" E
590.10
L13
N 79'45'09" E
90.17
L14
N 76'48'02" E
271.65
L15
S 0*55'15" W
120.64
L16
S 69'17'50" E
384.44
L17
S 69'17'50" E
246.68
FL18
S 0*55'15" W
295.75
ABBREVIATIONS
AG... ABOVEGROUND
LSA... LANDSCAPED AREA
A.T.V... ALL TERRAIN VEHICLE
MTL... METAL
AVG... AVERAGE
N... NORTH
BG... BELOW GROUND
NE... NORTHEAST
BK... BOOK
N/F... NOW OR FORMERLY
BL... BOUNDARY LINE
NTS... NOT TO SCALE
BM... BOOK OF MAPS
NW... NORTHWEST
CGF... COMBINED GRID FACTOR
PG... PAGE
Cl... CURB INLET
PIN... PARCEL IDENTIFIER NUMBER
CLF... CHAIN LINK FENCE
PID... PARCEL IDENTIFIER
CONC... CONCRETE
POB... POINT OF BEGINNING
CPP... CORRUGATED PLASTIC PIPE
PVC... POLYVINYL CHLORIDE PIPE
DB... DEED BOOK
RCP... REINFORCED CONCRETE PIPE
DIP.. DUCTILE IRON PIPE
REID... REAL ESTATE ID
EASE... EASEMENT
R/W... RIGHT OF WAY
ECM... EXISTING CONCRETE MONUMENT
S... SOUTH
EIP... EXISTING IRON PIPE/REBAR/ROD/AXLE
SE... SOUTHEAST
ELEV... ELEVATION
SF... SQUARE FEET
EP... EDGE OF PAVEMENT
SW... SOUTHWEST
EX... EXISTING
WC... WAKE COUNTY
FES... FLARED END SECTION
WCR... WAKE COUNTY REGISTRY
HC... HARNETT COUNTY
W/... WITH
HCR... HARNETT COUNTY REGISTRY
TYP... TYPICAL
INV... INVERT
SYMBOLS
Q ... VRS CONTROL POINT
NIP... NEW IRON PIN/ REBAR/MAG NAIL
O EIP...EXISTING IRON PIPE/ REBAR/ROD/AXLE
... EXISTING CONCRETE MONUMENT
... TOPO OBJECT
... GUY WIRE/ ANCHOR
_1&_PP... POWER POLE
® ... POWER PANEL
LP ... LIGHT POLE
© TVPED... TELEVISION PEDESTAL
m TPED... TELEPHONE PEDESTAL
© WM ... WATER METER
... FIRE HYDRANT
wv
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® ... HOTBOX
® ... WELL
SANITARY SEWER MANHOLE
Q co
BUSHES
TREE
�... SIGN
O ... MAIL BOX
111
... SATELLITE DISH
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2" AXLE
N:649,211.62'
HEET 2 OF 4 E:2,072,928.12'
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HATCH LEGEND
SUBJECT PARCELS STRUCTURE
CONVEYANCES AFFECTING TITLE OF THE SUBJECT PARCEL (APPLIES TO THE PETREA/DUPREE PROPERTY ONL
Numbering system below corresponds to the numbering system on Investors Title Insurance Company
Commitment Number 202011239R/RCO2 for Title Insurance Schedule B, Part II
1. Taxes for the year 2020, and subsequent years, not yet due and payable.
2. Rights of others for ingress and egress purposes in and to the use of the old path located on the Land.
3. Title to that portion of the Land within the right-of-way of State Road 2791.
4. Easement(s) to Carolina Power & Light Company recorded in Book 936 at Page 72 (PLOTTED).
5. Notice correcting the boundaries between the counties in Book 17332, Page 2561, Wake County Registry and Book 3667, Page 589, Harnett
County Registry (PLOTTED).
6. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that
would be disclosed bV an accurate and complete land survey of the Land. The term "encroachment"
includes encroachments of existing improvements located on the Land onto adjoining land, and
encroachments onto the Land of existing improvements located on adjoining land. Paragraph 2 (c) of the
Covered Risks is hereby deleted.
NO INSURED CLOSING PROTECTION COVERAGE PROVIDED - As to the transaction for which this
binder and/or policy is issued, the Company specifically excludes this transaction from any closing
protection services.
Land Descriptions provided for this survey:
All that certain tract or parcel of land containing 34.25 acres, more or less, located in Middle Creek Township,
Wake County, North Carolina, and located approximately 1.6 miles northwest of the Town of Angier on both
sides of State Road No. 2791, and is more particularly described as follows:
BEGINNING at an oak stump, P.R. Adams corner, and runs thence N 84'/<' W 595 feet to an iron stake, H.R.
Adams corner, thence with said Adams line N 6 1/4' E 2671 feet to an old path, Marvin Johnson's line; thence
along said path S 68 1 /40 E 590 feet to an iron stake; thence S 8' W 447 feet to a dogwood tree; thence S
5/14' W 2057 feet to the point of BEGINNING, containing 34.25 awes, more or less, according to survey of
E.0 Smith in November, 1945.
Excepted from the above description is that 6.641 acres shown on that map recorded at Map Book 2005,
Page 347, Wake County Registry
SHEET 4 OF 4
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-Y JOHNSON'S LANDING
1I SUBDIVISION
(PHASE 1 AND 2)
-1
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N /F
RUTH DUPREE PETREA AND
WILLIAM A. DUPREE, III
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VRS CAP 1
I N: 649, 685.2128'
E: 2,073,335.9910'
- - ELEV:331.59'
- _ TIE VRS CAP 1 TO POB
S40°44' 09"W
625.02' (GROUND)
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SUBJECT PARCEL REFERENCES:
PETREA-DUPREE PROPERTY
DB 2104 PG 91 RW AGGREEMENT (WCR)
DB 17332 PG 2561 (WCR) COUNTY LINE CORRECTION
DB 3667 PG 859 (HCR) COUNTY LINE CORRECTION
DB 13020 PG 154 TRACT VI (WCR)
BM 2005 PG 347 (WCR)
BLALOCK PROPERTY
DB 3667 PG 859 (HCR) COUNTY LINE CORRECTION
DB 17332 PG 2561 (WCR) COUNTY LINE CORRECTION
DB 14512 PG 432 (WCR)
MB 2009 PG 712 (HCR)
MB 2019 PG 452 (HCR)
N /F
DEWEY R. BLALOCK JR. AND BRENDA W. BLALOCK
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I yI� EXISTING COUNTY LINE MONUMENT 13:
j \ I (REF: BM 2018 PG 2448-2451)
I I I (PUBLISHED COORDINATES - GRID)
N: 648,142.99'
E: 2,075,962.92'
\ (OBSERVED COORDINATES - GRID)
N: 648,142.98'
E: 2,075,962.94'
CLIENT IS REQUIRED BY STATE LAW TO
CONTACT 811 PRIOR TO ANY EXCAVATION
WORK BEING PERFORMED ON THIS SITE
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DATE SCALE
08/05/2020 NTS
DRAWN BY CHECKED BY
JRM KDM
ESP Project No.: HX39.800
-DESCRIPTION-
TA/NSPS Land Title Survey
Existing Condition Survey
SHEET
1 OF4
KEVIN D. MEDEIROS, PLS L-4668

DocuSign Envelope ID: A07275CD-B6A5-4EEB-A50E-1741 B2B14066
SEE SHEET 3
MATCHLINE
O / / 2 STORY BARN \r.
/ W/ BRICK FOUNDATION_ •o `�� 1 I /I / qi / '' 4' MTL
N/F / 20.2' X 18.3' x��rLX_ I �/ i /yy�' y�j} GATE
LANE STANCIL AND WIFE, � / as• — — — — — INRUINS
BAR
HAYLEY STANCIL _ _
PIN 0674298719 as
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DB 12938 PG 330 l� / II o�
BM 1984 PG 1401 ,/-I / _ 1
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WOODEN WELLHOUSE Q ( / — — —� \1 \ \ , .. / / / / / / z57' m
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N/F 1/ BRICK FOUNDATION I \ FRAMESTORY
DWELLING /�/� \1 �- / / / / / / \ ao i»
JEFFREY A. JOHNSON AND WIFE, / 18.2' X 16.2' \ W PORCH \ �� ll / D o
ROBIN E. JOHNSON was / \ /// I `V '''N �C� / /5°� / N/F \ amo F
I PIN 0674297696 I \ L F,�� RUTH DUPREE PETREA AND \ o L D
DB 16983 PG 1964 �,' / ��' G� �P WILLIAM A. DUPREE, III w =
I BM 1984 PG 1401';bA G � G�ii1 / WC PIN 0675302448 \\ I m m
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(0.25' BG) / s` %\.\��� o� QQG 9 / — _ — DB 3667 PG 859 (HCR) \ %m
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\ I OVERHEAD POWER LINt / // `�� tit �,-1197,825 SF / 27.498 ACRES I / / PP CP&L J339BH
IN RUINS (
WOODS
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/ N/F
WILLIAM D. HAWLEY
( 5/8" EX. REBAR PIN 0674298553 / _ J // ,
\ DB 14074 PG 1344
\ (0. 2' BG) BM 1984 PG 1401 / STOP IGNA // // // \\ \ / , PPP CP&L J 340BH
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N EXISTING 30'
\ PP J3456H\, 05/8" EX. REBAR / / / j j ' , ��=--� , , / / I CAROLINA POWER & LIGHT EASEMENT /
\ /\ st0J (0.1' BG) // �/ // /jam/ / , o"�'i P CP&L I i i DB 936 P 72 / o o�
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WOODEN WELLHOUS / ya^ M`o / / / ' ( / I / elf — \
6" X 6" ECM'
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LIEL MYRIN/FCK AND SPOUSE, \�( AG ) / i / / / I \ \ / / /
/ SARA MYRICK \ °—
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0 WC PIN 0674297383 \ \� TREELINEry
DB 16102 PG 1375 (WCR) 1 / /
\ / DB 17332 PG 2561 (WCR) \ °H�A
OO \ DB 3667 PG 859 (HCR)
U LP / BM 1994 PG 1897 (WCR)
LL Z EXISTING 10' X 70'
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°pCGRAVEL IYEET IGN (12') WILLIAM A. DUP III
0 � � /
HC PIN 06743902—
Z Z o0 N/F �CONCRET�. / / EX. COUNTY LINE MONIOMENT 12\ HC PID 0406740713 I
_ O / DANIEL MYRICK AND SPOUSE, SARA WATER MA K • co / WOODS
m O MYRICK j / N I / 0.81' W--OF BL DB-1�020 PG 154 TRACT VI (W ) ( \ \\
2 ti / HC PIN 0674297269 / �,� v / I (0.3' BG) DB 17332 PG 2561 (WCR)
N O O DB 16102 PG 1375 (WCR) / / / DB 3667 PG 859 (HCR)
/ NEW 5/8" REBAR SET ZONED-R30A
U m DB 17332 PG 2561 (WCR)
O \ DB 3667 PG 859 (HCR) (FLUSH) 9,031 SF / 0.-2-07 ACRES
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/ 6»X 6" ECM 47J
/ EX. AXLE / / I >.n o WOODS \ f/� I \\ \ \ \\ \ \ \
/ \ (0.4' BGV , r� 1 EX. AXLE- POB
GRAPHIC SCALE / \ �Q— 7— / / — (of " (0. 2' AG)—1L000ST_2'
50' 0' 50' 100' I / L,8 — P&L J3756H (233:42')� BIRCH 20",
_ \\ —
/2" OPEN EIP � � L7(T) \ \ � \\ \ 36t 87
/ I/ / / 0.12' W OF BL I _
SCALE: 1" = 50' 11/16" EX BENT REBAR / / (0.1' AG) _ (E 21.6') EW 5/8" REB \� \ \ \�� _ NEW 5/8" REBAR SET
I
11 /16" EX. REBAR
(0.1' BG)
HATCH LEGEND
STRUCTURE
ABBREVIATIONS
kq
5/8" EX. REBAR
(FLUSH)
(0. 2' BG) / / o (FLUSH) \ j N/F l (FLUSH)
N/F DEWEY R.BLALOCK JR. AND 1 \\
I // I I / / BRENDA W -BLALOCK II
STEVE AND DILL HAMILTON / /� ( q,T. V \ m` / WC PIN 0674391027 N I (\
HC PIN 0674297115 / / / N/F
/ ) PgTH \\ / DB 14512 PG 432 (WCR I
DB 13110 PG 2231 (WCR) / / EARL A. DAMS AND \ \ \
DB 17332 PG 2561 (WCR) / / WIFE ELIZABETH B. DAVISI DB 17332 PG 2561 (WCR)
/ \ ��e DB 3667 PG 859 (HCR)
DB 2512 PG 242 (HCR) / / HC PIN 0674299213 �Z019 PG 452 (HCR) \
DB 3667 PG 859 (HCR) / / I / / DB 3288 PG 7 (WCR) 6 0.501 ACRES \
BM 1994 PG 1897 (WCR) / /r DB 17332 PG 2561 (WCR) (SF,
AG... ABOVEGROUND
LSA... LANDSCAPED AREA
A.T.V... ALL TERRAIN VEHICLE
MTL... METAL
AVG... AVERAGE
N... NORTH
BG... BELOW GROUND
NE... NORTHEAST
BK... BOOK
N/F... NOW OR FORMERLY
BL_ BOUNDARY LINE
NTS... NOT TO SCALE
BM... BOOK OF MAPS
NW... NORTHWEST
CGF... COMBINED GRID FACTOR
PG... PAGE
Cl... CURB INLET
PIN... PARCEL IDENTIFIER NUMBER
CLF... CHAIN LINK FENCE
PID... PARCEL IDENTIFIER
CONC... CONCRETE
POB... POINT OF BEGINNING
CPP... CORRUGATED PLASTIC PIPE
PVC... POLYVINYL CHLORIDE PIPE
DB... DEED BOOK
RCP... REINFORCED CONCRETE PIPE
DIP.. DUCTILE IRON PIPE
REID... REAL ESTATE ID
EASE... EASEMENT
R/W... RIGHT OF WAY
ECM... EXISTING CONCRETE MONUMENT
S... SOUTH
EIP... EXISTING IRON PIPE/REBAR/ROD/AXLE
SE... SOUTHEAST
ELEV... ELEVATION
SF... SQUARE FEET
EP... EDGE OF PAVEMENT
SW... SOUTHWEST
EX... EXISTING
WC... WAKE COUNTY
FES... FLARED END SECTION
WCR... WAKE COUNTY REGISTRY
HC... HARNETT COUNTY
W/... WITH
HCR... HARNETT COUNTY REGISTRY
TYP... TYPICAL
INV... INVERT
N/F
JOSE ROMERO AND WIFE, FLORENCIA
RAMIREZ
WC PIN 0674396355
DB 14149 PG 1844 (WCR)
DB 17332 PG 2561 (WCR)
DB 3667 PG 859 (HCR)
BM 1979 PG 970 (WCR)
BM 1990 PG 453 (WCR)
DB 3667 PG 859 (HCR) \\ All, CFN"III RIVFTT a�NT� I 1-y8" PINCH TOP EIP (0.2' AG)
CONCRETE WATER MARIy�R I I \\ FOR CQ�� Y\\ W/ bRANGE PAINTED MTL POST
GRAVEL /\ % / / // I \ � vF
N/F �) NE 5/8" REBAR SET
I
DEWEY R. BLALOCK JR. (FLUSH)
/ / \ AND WIFE, BRENDA W. BLALOCK I I
HC PIN 0674392013
\ \ DB 14512 PG 432 (WCR) ( I\
\ \ DB 17332 PG 2561 (WCR)
DB 3667 PG 859 (HCR)
\ \ MB 2019 PG 452 (HCR) \
J \
\
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\ I EXISTING ORANGE
\ I •PAINTED MTL POST
\\ 4.4'EOFBL
\ I I \
SYMBOLS
A. ... VRS CONTROL POINT
NIP... NEW IRON PIN/ REBAR/MAG NAIL
0 EIP... EXISTING IRON PIPE/ REBAR/ROD/AXLE
... EXISTING CONCRETE MONUMENT
(i ... TOPO OBJECT
fl ... GUY WIRE/ ANCHOR
4-PP... POWER POLE
® ... POWER PANEL
C LP ... LIGHT POLE
© TVPED... TELEVISION PEDESTAL
m TPED... TELEPHONE PEDESTAL
© WM ... WATER METER
y ... FIRE HYDRANT
wV
I%4 WV ... WATER VALVE
® ... HOTBOX
® ... WELL
ss ... SANITARY SEWER MANHOLE
0 co
' BUSHES
TREE
�... SIGN
O ... MAIL BOX
... SATELLITE DISH
LINE LEGEND
ss ss ... SSMH PIPE
_------_...STORM PIPE
x x FENCE LINE
.... WOODLINE / HEDGEROW
— OHL — — — ... OVERHEAD UTILITY LINE
300 MAJOR CONTOUR LINE
MINOR CONTOUR LINE
—...EXISTING EASEMENT LINE
.::BOUNDARY LINE ---------------
BOUNDARY/R/W LINE (NOT SURVEYED)
... TIE LINE
WAKE / HARNETT COUNTY LINE
w ... LEVEL C / 811 WATER LINE
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LICENSE NO.: = = LICENSE NO.' - Docusigned by:
F-1407 _ _ e L-4668
�i��.0•`'• „° •'` �V``� F °. SURD-... •Gj `� 5035830A81F1401...
/NI); ME
'�`` 9/22/2020
FLORENCIA
RAMIREZ
HC PIN
0674386857
DB 14149
PG
1844
(WCR)
DB 17332
PG
2561
(WCR)
DB 3667
PG
859
(HCR)
BM 1979
PG
970
(WCR)
BM 1990
PG
453
(WCR)
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REVISIONS
DATE
SCALE
08/05/2020
1" = 50'
DRAWN BY
CHECKED BY
JRM
KDM
—DESCRIPTION—
.TA/NSPS Land Title Survey
Existing Condition Survey
SHEET
20F4