SW6210906_Plansheet C1.0 - Existing Site Conditions_20220706

LEGEND: I
ECM® ECM -EXISTING CONCRETE MONUMENT 1 34N 9 740.144
EIP Oo EIP-EXISTING IRON PIPE I N/F E t439,7 0 44
MYRA ROAD p ERB
p
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SITE
g
Q
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Y
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O ERB-EXISTING REBAR
sRBO SRB-SET REBAR I
o COMPUTED POINT I
N/F -NOW OR FORMERLY I
R/W - RIGHT OF WAY
WILLIAM WEATHERSBEE &WIFE,
ALBERTA M. WEATHERSBEE
DB 167, PG 68
NNC GRID NAD 83
(2011)
ECM
o
NO3°40'57"E
PROPERTY LINE 1
52.84'
— 0PL — — — OLD PROPERTY LINE
A�rTy�q/V
ADJACENT PROPERTY LINE
N85°50'42"W 318.76' TIE
RIGHT-Oo
FLINEY
o
-SETBACK EIP
1"
EIP
ROti
_SD STORM DRAINAGE
ROq� w WATER LINE y
// OVERHEAD UTILITY
X FENCE LINE I
TREE LINE 1
i — — 500 YEAR FLOOD ZONE I 1j1
✓ _ NORTH 100- 100 YEAR FLOOD ZONE
FW — FW — FLOODWAY 7�
170 MAJOR CONTOUR I 3
VICINITYMAP 173 MINOR CONTOUR 1
x 180.81' SPOT ELEVATION �I
NOT TO SCALE-0-BENCHMARK
© MAILBOX 1 N
I
LIGHT POLE N/F N
PPS UTILITY POLE �I WILLIAM WEATHERSBEE & WIFE, `l'
❑T TELEPHONE PEDESTAL I I ALBERTA M. WEATHERSBEE o
❑❑ WATER METER I 1 DB 167, PG 67 N
0 ASPHALT I PP I �e o
0 CONCRETE Z
AREA: (BY COORDINATE COMPUTATION)
2,063,281 SF (47.37 AC) BUILDINGS I INV
UNSUITABLE SOILS 1 178.5411
PIN NO: 494830101092, 494830101001, & 494830101002 1" EIP P o a
(PINCHED) Cr $p
ZONING: RA-20 I L ^ 178
(, \ \\ __/ :1
30' FRONT INV
10' SIDE 178.69
25' REAR
I I
SOURCE OF TITLE � 1" EIP 177
DB 1235, PG 524 I (PINCHED) 787 \ 7�9 < EIIED
S86°10'04"E 319.03' (PINCHED)
DB 1356, PG 310 1 ° \ o
HOKE COUNTY
REGISTER OF DEEDS I �,
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0
INV 1g2 - -- --- - 6 tom,+
179.83 p
NOTES: 1
a / N/F .l
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES INV BSNJ LAND LLC o
UNLESS OTHERWISE NOTED. 1so.41 0 El DB 1356, PG 310�'
183 SLIDE 364, MAP 2
2. COMBINED SCALE FACTOR: 0.99988578 a a o
LOCALIZATION POINT N: 439,167.716 E: 1,980,299.512 I INV °ran
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY �1so.vo Loo
VIRTUAL REFERENCE SYSTEM. jj
3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY INV
WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC I\� 180.s1 184 184 \ 'or, 'oo
SURVEY VIRTUAL REFERENCE SYSTEM. I p o
4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM 1 Q V 1/2„ N86°10'45"W 319.41' 1 2"
INFORMATION REFERENCED ON THE FACE OF THIS MAP. 0 �� EIP ERB 178 \_
5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY
THIS SURVEY.
6. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH 1 0 I r ,5 180 \
AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON. I /
OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD g � INV N/F
AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY __ _ m 183.64 ISAIAH F. TAYLR &SPOUSE, 7,97
THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY ', o a KIANAH TAYLOR
EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS I o DB 1321, PG 830 \ a
BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS, �� o, 00 t° in SLIDE 364, MAP 2
EASEMENTS, CEMETERIES, AND FLOOD AREAS. i
7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS 184231
MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN.
DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE \I II
SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR
CONTINGENCIES WHICH MIGHT ARISE BY REASON OF
ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN I I IEIP 1/2
DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY. 1 ERB
8. A PORTION OF THIS PROPERTY LIES WITHIN FLOOD ZONE "AE" I--�
ACCORDING TO MAP# 3710948300L OF THE FLOOD INSURANCE 1 4
RATE, DATED JANUARY 5, 2007. TBM
9. WETLAND AND SURFACE WATER DELINEATION WAS PERFORMED 4D DISK #1 N/F
ON NOVEMBER 23, 2021 BY: -z N 439,167.716 MATTHEW PATTERSON & WIFE,
WETLAND SOLUTIONS, LLC E 1,980,299,112 SHAWNAA N. PATTERSON
P.O. BOX 244 ELEV 189.00 DB 1266, PG 391
BUNNLEVEL, NC 28323 NC GRID NAD 83 SLIDE 364, MAP 2
T: 910-890-2779 (2011)
E: Adam®WetlandNC.com NAVD 88
_ \ 00
1 /2" ERB 1
1 (BENT) ERB z '
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 I I\ 3
MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE
CODE 21.56.1605 AND 21.56.1606. WITNESS MY HAND AND
SEAL THIS Io DAY OF MAY,A.D., 2022. I NATASHA LOWERY
I DB 1176, PG
993
SLIDE 364, MAP
2
PROFESSIONAL LAND SURVEYOR - L-4571
I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS 11/2" ERB 1/2" 00
04
SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY I (BENT) ERB u7
UNDER MY SUPERVISION. THIS GPS SURVEY WAS
PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH �� SOk UT
VRS FIELD PROCEDURES WERE USED. THE COORDINATES
WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT 2 I \_2
USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS N I o
SURVEY WAS PERFORMED ON MARCH 3, 2021 USING TWO I N/F Z
TRIMBLE 5700 RECEIVERS. MICHAEL RUIZ
DB 603, PG 510
✓� 1 SLIDE 364, MAP 2
I
PROFESSIONAL LAND SURVEYOR - L-4571 z /
I 1/2"
I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN p ERB
EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE w
EXISTING EASEMENTS AND DOES NOT CREATE A NEW
STREET OR CHANGE AN EXISTING STREET. 183
jw.,,iele).A�I �--
PROFESSIONAL LAND SURVEYOR - L-4571
N/F CO
1., JASON DAVID BUNDY
EIP DB 1257, PG 504
1, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN SLIDE 364, MAP 2
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE \
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
BOOK SHOWN PAGE HEREON OR OTHER REFERENCE
SOURCE --- --- ); THAT THE BOUNDARIES ����-(�� CAROB/I� \
NOT SURVEYED ARE INDICATED AS DRAWN FROM NNp ESS/ •'•./ ���� \
INFORMATION IN BOOK PAGE _____ OR OTHER �� �OF o�•,�y \
REFERENCE SOURCE -----------------• THAT THE :4 \
RATIO OF PRECISION OR POSITIONAL ACCURACY IS AL
1:10,000+; AND THAT THIS MAP MEETS THE REQUIREMENTS 457 : - \ N 438,734.070
OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN \ E 1,980,645.890
NORTH CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND •• O v�•� Q`�� \ NC GRID NAD 83
(2011)
AND SEAL THIS to DAY OF MAY, 2022.IV R �ij���'��•..•SUR•.��1�,``� \ — JECM
PROFESSIONAL LAND SURVEYOR - L-4571 b5 • I ll \
\ S03'15'50"W
\ 1/2„ 55.10' TIE
\ ERB
�A
^
15
N/F
JASON DAVID BUNDY
DB 656, PG 452
MAP BOOK 5, PAGE 2, SLIDE 100
\\S85 8 52 E 359.21'
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^
s8
10 'sO \ \
100
�14,� ok �13i
N/F
JASON DAVID BUNDY \ N/F
DB 656, PG 452 ELVIN TATUM & WIFE,
IvLAP BOOK 5, PAGE 2, SLIDE 100 I DEBORAH TATUM
10 DB 821, PG 22
too — MAP BOOK 5, PAGE 2, SLIDE 100
\ ECM \ 1/2"
- EIP I
0
x x
\ S85°37'48"E 2074.56'
N/F
�EVERETT M. HESS & WIFE,
HELEN J. HESS
DB 220, PG 762
144 X X
2
ROBERT SHOLLY AND WIFE,_----
DENISE SHOLLY
\ t t \ DB 1379, PG 213
MAP BOOK 4155, PAGE 5 —�
00yF �� \ 0 143�
•ate . � ^ �- � �—
N/F v
s' ROBERT SHOLLY AND WIFE, goo
DENISE SHOLLY N
DB XXXX, PG XXX
s MAP BOOK 4171, PAGE\13 140
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N/F
BSNJ LAND LLC
DB 1235, PG 524
MAP BOOK 4155, PG 5
rn
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
4 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
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REVISIONS
PROJECT NAME
BROOKE
VALLEY
SUBDIVISION
EXISTING
CONDITIONS
CLIENT
STOUT LAND
DEVELOPMENT,
LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: [phone]
PROJECT INFORMATION
SURVEYED BY:
CLIFF
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
1781
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE SURVEYED
MARCH 2, 2021
SHEET NUMBER
C-1
no