SW6211001_Plansheet (C-1.0-1) - Existing Conditions/Survey_20211014

N/F
TAMMY S. SLOAN I
DB 520, PG 86
PB 367, PG 001
ZONING: RA-20 I
/
�25�i
�23;
N/F / 24�i r
NA R. TETTERTON ` N F
001 DB 366, PG / N/F TIFFANY N. LAWSON
PB 388, PG 001 VINCENT E. EVANS
ZONING: RA-20 DB 1056, PG 109 DB 900, PG 565
/ PB 388, PG 001 PB 388, PG 001
VICINITY MAP I ZONING: RA-20 \ ZONING: RA-20
/
NOT TO SCALE N35°17'20"E I /
1 1 1 /2„ 42.57' /2„ /
EIR \ 1 N64°08'20"W EIR ERB
0 0 17.01' ° x x
IRON 1BAR N35°19'20"E 254.00' x
' yb
I ry
�T. 262
1 1 260 260.16
1
IR=60 7.00'
1/2"
CHORD
/N66°20'02"W
170.77'
�% \ P
INV
250.76
259
�INV s
250.43 a
1 /2 ( N 257.29
- ERB \
/1/2" 2
+ IRON SSG S�
HOOK%
264
LEGEND:
L� 4D TRAVERSE POINT PP Qj
� N�
Ecn ECM —EXISTING CONCRETE MONUMENT ' 00% �: N
EIP 00 EIP—EXISTING IRON PIPE J
EIR 0ul
EIR—EXISTING IRON ROD P
LA
EIS 0 EIS —EXISTING IRON STAKE 'Cp
ERB0 ERB—EXISTING REBAR CP INV
N/F — NOW OR FORMERLY 2INV4610 1a R 24�7.56 N
R/W — RIGHT OF WAY \`
RCP — REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT—OF—WAY
-- —- —-— —SETBACK LINE
SO STORM DRAINAGE N
—UFO UNDERGROUND FIBER OPTIC 2S2
// OVERHEAD UTILITY
X FENCE LINE
❑ ❑ WOODEN FENCE 'sue
TREE LINE
x 208.47' SPOT ELEVATION _ �s
BENCHMARK
S SIGN N
a BOLLARD
�` Ro co
M� MAILBOX D \ 3, o
INV w
Ee ELECTRICAL BOX \ 251.21
c LIGHT POLE \ R9S7, R=706.50'
PP• UTILITY POLE \
L=182.0
C GUY WIRE
a '� CHORD
❑T TELEPHONE PEDESTAL •` ii S48°57'36"W I
© CABLE PEDESTAL 3/4„ �+ h� 181.53'
D4 WATER VALVE EIP ° ti N NR/WT
-CfFIRE HYDRANT /�EANG EXISTING C° �� ECM
0 WATER METER / o IRON
O SANITARY SEWER MANHOLE 8 lop
6 N
E) TREE NC
SHRUB \ /Wr
R
ASPHALT \ ECM NINV
0 CONCRETE \ 255.25 w
GRAVEL \' 2` �ROC�� w
269 37
BUILDINGS 1 V Raw Roq� rSR,
\ I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN \ 6�/C ,3,'�
EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT STREET)
CREATE A NEW STREET OR CHANGE AN EXISTING STREET.
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES I
UNLESS OTHERWISE NOTED.
2. COMBINED SCALE FACTOR: 0.99987958 1
LOCALIZATION POINT N:468,398.636 E:1,967,409.464
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY 1 PROFESSI NAL LAND SURVEYOR — L-4571
VIRTUAL REFERENCE SYSTEM. I
3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY ° _ N/F
WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC EIR JAMES SIDNEY LOVETTE & WIFE,
SURVEY VIRTUAL REFERENCE SYSTEM. 1" SQUARE I \ CHARLOTTE C. LOVETTE
4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM I DB 292, PG 49
INFORMATION REFERENCED ON THE FACE OF THIS MAP. I o PORTION OF LOT 1
5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY I MB 6, PG 112
THIS SURVEY. 1 I 1 1/2"
6. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH / I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN ZONING: RA-20
AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON.
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD I I UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY BOOK _____, PAGE _____ OR OTHER REFERENCE
2221 \20
N/F N/F N/F
JASON M. MUNSON GABRIEL C. KESSAY & WIFE, CHARLES J. CHAN & WIFE,
DB 804, PG 42 KRISTIN M. KESSAY GREGORIA B. CHAN
PB 388, PG 001 DB 701, PG 550 DB 374, PG 541
ZONING: RA-20 PB 388, PG 001 PB 388 PG 001
ZONING: RA-20 I ZONING: RA-20
1/2" I
ERB\ Il N35°17'20"E 1187.37'
R=686.00'
L=214.27'
CHORD
w�S47'23'3611W
213.40'
THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY 1 SOURCE ---- --------- ); THAT THE BOUNDARIES I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS
EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS 1 NOT SURVEYED ARE INDICATED AS DRAWN FROM SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY
BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS, / INFORMATION IN BOOK _____, PAGE _____ OR OTHER UNDER MY SUPERVISION. THIS GPS SURVEY WAS
EASEMENTS, CEMETERIES, AND FLOOD AREAS. / REFERENCE SOURCE ------ --------- • THAT THE PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH
7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS / RATIO OF PRECISION OR POSITIONAL ACCURACY IS VRS FIELD PROCEDURES WERE USED. THE COORDINATES
MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN. / / 1:10,000+; AND THAT THIS MAP MEETS THE REQUIREMENTS WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT
DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE / / OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS
SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR / NORTH CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND SURVEY WAS PERFORMED ON JUNE 23, 2014 USING TWO
CONTINGENCIES WHICH MIGHT ARISE BY REASON OF / / AND SEAL THIS 27 DAY OF SEPTEME)Lp, 2021. TRIMBLE 5700 RECEIVERS.
ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN
DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY.
8. THIS PROPERTY DOES NOT LIE WITHIN A FLOOD ZONE /
ACCORDING TO MAP# 3710946600J OF THE FLOOD INSURANCE _________---- _____ ___
RATE, DATED OCTOBER 17, 2006. / / PROFESSI NAL LAND SURVEYOR — L-4571 PROFESSI NAL LAND SURVEYOR — L-4571
1 " X 1 /2„
RON BAR
(BENT)
1/2" 1" X 3/4,
ERB IRON BAR
.0..Q INV o� 15 INV _ 26s
266.50 RCP 266.10— _
ENL WITH
EIR WITNESS
\5
N/F
KEVIN T. BELL, AND MOTHER,
BARBARA S. BELL
DB 567, PG 501
PB 301, PG 001
ZONING: RA-20
AREA: (BY COORDINATE COMPUTATION)
878,537 SF (20.17 AC)
Pam; 494660201002
ZONING: RA-20
30' FRONT
10' SIDE
25' REAR
SOURCE OF TITLE
DB 1087, PG 1
HOKE COUNTY
REGISTER OF DEEDS
I
1
19 i
17
MARTIN
i
BETTY
J. RYAN DENNISON & WIFE,
i
DB 914, PG 470
HALEY ANN DENNISON
\
PB 388, PG 001
DB 646, PG 105
1/2" i
ZONING: RA-20
1/2'q PB 388, PG 001
ERB-S69°40'32"E
ERB ZONING: RA-20
36.92' TIE
\
N 468,258.762
1
E 1,967,857.819
NC GRID NAD 83
1
(2011)
°
1 " X 1/2"
IRON BAR
256
LA
1
cJ: STEVEN
M. LANGMACK & WIFE,
257
A
RACHAELLE J. LANGMACK
D
DB 494, PG 419
=
PB 2076, PG 6
N
ZONING: RA-20
w
z
N/F
HACKETT PROPERTIES, INC.
DB 1087, PG 1
PORTION OF LOT 1
MB 6, PG 112
ZONING: RA-20
3/8" 269
ERB C
I N
267.12 0 l
262.00
262
260
260
N 468,307.054
fTl
E 1,967,712.709
NC GRID NAD 83
(2011)
fTl
J EXISTING
ANGLE \9TYF fTl
IRON
i a 66,
o S61
a�L� ?RR 67 g0
�� TF
1 N /F I
EIP LAWRENCE 0. SCHULTZ & WIFE,
YOSHIKO SCHULTZ
DB 274, PG 8 1
ZONING: RA-20
S6,> 1
FC��
Z r,, i
r?1�0 gReR � N/F
EA DWIGHT DWAYNE SMITH & WIFE, 3/4" El
PATTIE T. SMITH (BENT)♦♦�F
GARAGE DB 260, PG 551
CONCRETE ZONING: RA-20 °
1r r, PAD
DECK
1/2' \GRAVEL /_
EIP N85°50'57"E DRIVE �\
3.95' WAY
EIP l �qNO
+ \ q PIS
+ Off•
X /2„ \
RON BAR /
° S83'32'59"W �jo♦
ECM 35.39' N/F / �\
�Fcti6�
�6
�63 INV
263.22
TBM 4D NAIL #1
N 468,398.636
E 1,967,409.464
ELEV 263.76
/ y65 NC GRID NAD 83
(2011)
ya C NAVD 88
�0
INV
1 /263.52
C'
WILLIAM R. ROGERS III & SPOUSE, ♦ Cl #13220
l JESSICA M. ROGERS ♦ / HOOD 263.53
1 DB 1063, PG 719 INV IN 2 66
EIP ZONING: RA-20 ♦ �1 INV OUT 259.50
9l '37"W ♦
3.57' / Cl #13257
\3.57
HOOD 263.25
\ ♦♦ �� INV OUT 260.12
SSMH #13069
♦ O�°'"" RIM 263.13 / s
♦ 1� F�pINV IN 251.70
/ GG INV OUT 251.69
��. N/F ° ♦ V� p
LARRY D. LOCKLEAR & WIFE, _
� � 5
BRENDA WHALEY LOCKLEAR
DB 452, PG 708
MB 8, PG 62 PP 0 �o
ZONING: RA-20 �� I I `)
ro .
/ 1/2'/
ERB/
/ N \ INV
INV 265.67
265.80
\ I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C"
TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY
PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT
\ MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE
CODE 21.56.1605 AND 21.56.1606. WITNESS MY HAND AND
SEAL THIS 27 DAY OF 5EPTEME511 A.D., 2021.
------------L-'R. L-'t' -
PROFEssi NAL LAND SURVEYOR — L-4571
Q1m .9
lb
1p
SSMH #13066
RIM 264.32
INV IN 252.92
INV OUT 252.82
S
GRAPHIC SCALE
60 0 30 60 120 240
( IN FEET )
I inch = 60 ft.
INV
INV
11
IIII
solutions
D Is im t e
°ivil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
`�\\►I I I I11//�7
CARO �i///
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••••••� /
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1
REVISIONS
PROJECT NAME
SOUTH POINTE
AT WAYSIDE
EXISTING
CONDITIONS
CLIENT
HACKETT
PROPERTIES, INC.
200-D Pomona Drive
Greensboro, North Carolina 27407
Phone: [phone]
Fax : [phone]
PROJECT INFORMATION
SURVEYED BY:
JUSTIN
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
927
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE SURVEYED
JUNE 23, 2014
SHEET NUMBER
C-1
■

VICINITY MAP
NOT TO SCALE
AREA*_ (BY COORDINATE COMPUTATION)
878,537 SF (20.17 AC)
1
1
1
1
1
1
1
1
z I
z
rm
1
rm l
Y
1
Q
INV
260.93
INV
r260.94
N
1 !' nl��
yo
yo
CI #13286
HOOD 263.23
NV IN 255.66
7
8
LUUALILAIIUN t'UINI N:40t5,JU?5.0J0 t:I,`9U/,4U`J.404
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY
VIRTUAL REFERENCE SYSTEM.
THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY
WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC
SURVEY VIRTUAL REFERENCE SYSTEM.
LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM
INFORMATION REFERENCED ON THE FACE OF THIS MAP.
NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY
THIS SURVEY.
THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH
AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON.
OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD
AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY
THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY
EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS
BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS,
EASEMENTS, CEMETERIES, AND FLOOD AREAS.
LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS
MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN.
DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE
SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR
CONTINGENCIES WHICH MIGHT ARISE BY REASON OF
ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN
DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY.
THIS PROPERTY DOES NOT LIE WITHIN A FLOOD ZONE
ACCORDING TO MAP# 3710946600J OF THE FLOOD INSURANCE
RATE, DATED OCTOBER 17, 2006.
PROFESSI NAL LAND SURVEYOR — L-4571
I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
BOOK _____, PAGE _____ OR OTHER REFERENCE
SOURCE ); THAT THE BOUNDARIES
NOT SURVEYED ARE INDICATED AS DRAWN FROM
INFORMATION IN BOOK , PAGE OR OTHER
REFERENCE SOURCE ------ --------- • THAT THE
RATIO OF PRECISION OR POSITIONAL ACCURACY IS
1:10,000+; AND THAT THIS MAP MEETS THE REQUIREMENTS
OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN
NORTH CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND
AND SEAL THIS 27 DAY OF SEPTEME)Lp, 2021.
PROFESSIONAL LAND SURVEYOR — L-4571
WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT
USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS
SURVEY WAS PERFORMED ON JUNE 23, 2014 USING TWO
TRIMBLE 5700 RECEIVERS.
J."e2j'. -
PROFESSI NAL LAND SURVEYOR — L-4571
I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C"
TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY
PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT
MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE
CODE 21.56.1605 AND 21.56.1606. WITNESS MY HAND AND
SEAL THIS 27 DAY OF SEPTEM6EIZ A.D., 2021.
L'RL\�- -
PROFESSI NAL LAND SURVEYOR — L-4571
SSMH #13004
RIM 251.00
INV IN 237.43
INS OUT 237.43
UMENT
'E
ERTY LINE
'IBER OPTIC
fY
GRAPHIC SCALE
60 0 30 60 120 240
( IN FEET )
I inch = 60 ft.
11
iiii
solutions
D s im t e
e ivil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
CARO
oFEss �o �y
MAL
;:•• ;•SURD Jl`
i" NC R
IR`
REVISIONS
PROJECT NAME
SOUTH POINTE
AT WAYSIDE
EXISTING
CONDITIONS
CLIENT
HACKETT
PROPERTIES, INC.
200-D Pomona Drive
Greensboro, North Carolina 27407
Phone: [phone]
Fax : [phone]
PROJECT INFORMATION
SURVEYED BY:
JUSTIN
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
927
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE SURVEYED
JUNE 23, 2014
SHEET NUMBER
C-1 01