SW6210503_Plansheet C-1.0 - Existing Conditions_20210902

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CATHERINE CAMPBELL HALLMAN
DB 208, PG 581
PB 7, PG 57
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THEODORE CAMPBELL
RD I I SSMH #12039 TBM DB 208, PG 579 OCKFISH INV IN SSMH #10188
R198.85 N 454I992 SK 2131 PB 7, PG 57 - s RIM 209.72
INV OUT 198.82 SHELF 198.65
E 1,955,744.140 INV IN 197.19
_ o ELEV 210.27 SSMH #10323 QJG o i INV OUT 197.13 J �
NORTH - O S NC GRID NAD 83 RIM 206.07 2
SZ4 (2011) SHELF 199.03
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NAVD 88 INV IN 197.62 N/F
` INV OUT 197.49 W W DEVELOPMENT COMPANY W
VICINITY MAP y� �4 w RAEFORD TRACT 1 OF ,��� \�WOW% - -
NV
I I SSMH #12043� s DB 1347, PG 478 — \
RIM 210.30 �� 197.33 �,
INV IN \\ I I / \
INV OUT 11199. 8 S \ ` // W ���� \ \L Ll �i . yl �c/� \ '/'� `\ I N/F
I I �R=900.00' - \ &' \ PAUL E. GRIFFITH & WIFE, I-
1 L=81.70' r `6 / \ sr9l\ \ I SOFIA E. GRIFFITH
INV r, .\
2 �� AMP CHORD \ s0 \ \ N/F DB 1234, PG 929 I C,�
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I 1 I I �� oo.i ti3se 81 67 \ ALEX PROPERTIES INC F 29 TRACT 1 OF
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DB 1347, PG 478
T ZONING: R-8 O �N26
LEGEND: u'-
ECM® ECM -EXISTING CONCRETE MONUMENT
EIP Oo EIP-EXISTING IRON PIPE
EIR (0 EIR-EXISTING IRON ROD
EPK0 EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
SRBO SRB-SET REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
- 0PL - - - OLD PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
-SETBACK LINE
ss SANITARY SEWER LINE
SD STORM DRAINAGE
w WATER LINE
OVERHEAD UTILITY
- EDGE OF WATER
WETLANDS
PERMANENT EASEMENT
X FENCE LINE
❑ ❑ WOODEN FENCE
TREE LINE
220 MAJOR CONTOUR
217 MINOR CONTOUR
x 196.70• SPOT ELEVATION
-0-BENCHMARK
PP UTILITY POLE
C• GUY WIRE
Wv
D4 WATER VALVE
FIRE HYDRANT
V SANITARY SEWER MANHOLE
0 GRAVEL
ASPHALT
WATER
0 WETLANDS
O O
N o
W
W 2j8 0
217 d
N/F
WILL McIVER
DB 67, PG 526
r INz1a
EXCLUDED
NON -JURISDICTIONAL
( WETLAND
I
TOTAL AREA: (BY COORDINATE COMPUTATION) W
1,199,732 SF (27.54 AC)
W
W
PIN N0: 494550301289, N
494550001072, &
NOTES:
494550301002 W
W
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
W W
UNLESS OTHERWISE NOTED.
ZONING: RA-20 & R-8 W W
2. COMBINED SCALE FACTOR: 0.99988218
LOCALIZATION POINT N: 454,992.231 E: 1,955,744.140
30' FRONT
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY
10' SIDE
VIRTUAL REFERENCE SYSTEM.
25' REAR
3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY
WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC
SURVEY VIRTUAL REFERENCE SYSTEM.
SOURCE OF TITLE
4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM
DB 1347, PG 478
INFORMATION REFERENCED ON THE FACE OF THIS MAP.
HOKE COUNTY
5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY
REGISTER OF DEEDS
THIS SURVEY.
/
6. 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.
I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN
7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN.
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE
BOOK 1347, PAGE 478 OR OTHER REFERENCE SOURCE
SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR
------- -------- ); THAT THE BOUNDARIES NOT
CONTINGENCIES WHICH MIGHT ARISE BY REASON OF
SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION
ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN
IN BOOK -----, PAGE ----- OR OTHER REFERENCE
DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY.
SOURCE -------------- —• THAT THE RATIO OF
8. THIS PROPERTY LIES WITHIN FLOOD ZONE "X" ACCORDING TO
PRECISION OR POSITIONAL ACCURACY IS 1:10,000+; AND
MAP# 3710945500J OF THE FLOOD INSURANCE RATE, DATED
THAT THIS MAP MEETS THE REQUIREMENTS OF THE
OCTOBER 17, 2006.
STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH
9. THE WETLANDS DELINEATION WAS PROVIDED BY:
CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND AND
SOIL & ENVIRONMENTAL CONSULTANTS, PA
SEAL THIS I DAY OF SEPTI=ME5E12, 2021.
8412 FALLS OF THE NEUSE ROAD - SUITE 104
RALEIGH, NORTH CAROLINA 27615
PHONE: [phone]
FAX: [phone]
----------- ----- '--------=------------
DATED MARCH 26, 2020
PROFES IONAL LAND SURVEYOR - L-4571
N I0
225
DB 1277, PG 831 \ N/F DB 1347, PG 478 LUMBEE QUALITY
BUILDERS INCORPORATED
N/F
PC 4, SLIDE 4-137, MAP 001 EHILIANA MARTINEZ & SPOUSE,\'�� �� \ \ I DB 1228, PG 714
Z / \ JESSE MARTINEZCfIL PC 4, SLIDE 4-144, MAP 0
ALEX PROPERTIES, INC. \ DB 1244, PG 305 \
DB 1277, PG 831 / I PC 4, SLIDE 4-74, MAP 007 00j Arc \ I
PC 4, SLIDE 4-137, MAP 001 r `2 o t� N87.37'16"E
06 N/F / 1 i v 180�1a
ALEX PROPERTIES, INC.
F7 DB 1277, PG 831 / _ I I N/F O
9) �� PC 4, SLIDE 4-137, MAP 001 - I J & K GENERAL CONTRACTORS, INC. � 54
2� \2 i DB 1257, PG 831 �z % Z9,w 152' �5t�• ,L$F
�8 �� • / �,5,�� NI I PC 4, SLIDE 4-32, MAP 004 N1�°5�
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ALEX PROPERTIES, INC. I I N/F I MICAH DANIEL/ROYS & WIFE,
0� DB 1277, PG 831 ALEX PROPERTIES, INC. JENNA RAYE ROYS I N 1.56 3
F PC 4, SLIDE 4-137, MAP 001 r� 4 �\ I DB 1277, PG 831 r''= �\ DB 1132, PG 497 5 1
/ �� PC 4, SLIDE 4-137, MAP 001 ��1 �i PC 4, SLIDE 4-78, MAP 003 290.2 PP )
?9S �(` I 1 I 55 01„W
218 ��� ��/s .Apt,. N/F N/F N0-
•F ALEX PROPERTIES, INC. MICHAEL PANGELINAN, JR. OP` q
�a 22� �`� \8 DB 1277, PG 831 & WIFE, LU LU I PP g�\C
1 g1�\ i� !V22• PC 4, SLIDE 4-137, MAP 001 DB 1301, PG 77 CO\N PU /'
115, U 6`L`, `L`L 6 53'5 220 I PC 4, SLIDE 4-78, MAP 003-.51'46"w /�' II
INv' NO2.33'07"W • N1 N16.25'30"W
Nls• 21 7.15 30.28' N06.21'54"W 42• 75.56' �
31 46,E S87.27'47"W P
N20.06'59"E� a �0,37. 29.93'- 75.25' �N10.46'08"W— /
1 66.26' 225 , a 05'57'21 "E s 92,73' - I -
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TRACT 3 OF
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I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS
SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY
UNDER MY SUPERVISION. THIS GPS SURVEY WAS
PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH
VRS FIELD PROCEDURES WERE USED. THE COORDINATES
WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT
USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS
SURVEY WAS PERFORMED ON MARCH 9, 2020 USING TWO
TRIMBLE 5700 RECEIVERS.
�.
----------- ----- ---------------------
PROFES ZONAL 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 I DAY OF SEPTI=MgER, A.D., 2021.
PROFES IONAL LAND SURVEYOR - L-4571
N/F
THE MARY V. McFADYEN
LIMITED PARTNERSHIP
DB 438, PG 827
I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN
EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE
EXISTING EASEMENTS AND DOES NOT CREATE A NEW
STREET OR CHANGE AN EXISTING STREET.
1UA'.e - .
----------- ----- ---------------------
PROFES IONAL LAND SURVEYOR - L-4571
ONS
J
O NC GRID NAD 83 (2011)
GRAPHIC SCALE
100 0 50 100 200 400
( IN FEET )
1 inch = 100 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
```��� 1111111 / / //
��N CAR9� %���i
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R I ISE:
REVISIONS
PROJECT NAME
TOWNSEND
ESTATES
SUBDIVISION
EXISTING
CONDITIONS
CLIENT
J&K GENERAL
CONTRACTORS
645 Laurinburg Highway
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
SURVEYED BY:
MIKE
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
1651
DRAWING SCALE
HORIZONTAL: 1 "=100'
DATE SURVEYED
NOVEMBER 25, 2020
SHEET NUMBER
C-1 no