SW6230605_Plansheet - Existing Conditions/Survey_20230705

I
4Dsite
solutions
I
�' R0� civil engineering land surveying
O y 0 G TOTAL AREA: (BY COORDINATE COMPUTATION) PIN. 0533-09-8132.000 9 9 � Y 9
vo�c S S�P� 5,808,167 SF (133.34 AC) co 0533-19-2031.000 SURVEY CONTROL POINT LIST 409 Chicago Drive,Suite 112,Fayetteville,NC 28306
0 I N I 0533-19-4192.000 office 910-426-6777 fax [phone] license number I C-2354
O� R 205 1 p wwwADsitesolutions.com
S 1 0533-19-7109.000
ZONING: RA-20R coo 0533-19-8299.000 POINT # NORTHING FASTING ELEVATION DESCRIPTION
0533-29-0399.000 1 541,481.851 2,033,956.116 142.14 4D DISK
35' FRONT 1 a, W I 0533-29-2570.000
SITE 20' CORNER SIDE 1 q 01 0533-29-4588.000 2 541,722.562 2,034,524.126 141.57 4D DISK
10' SIDE 01 0533-29-6772.000
0533-29-8882.000 3 541,212.574 2,033,411.879 142.45 4D DISK
HARNETT 00 �� /
25' REAR �m 111 11////
COUNTY D I 0533-39-1807.000 ♦♦���N CAR6, ////'
11. �•
SOURCE OF TITLE 1 � m 1 0533-39-5924.000 ♦♦♦OQ;•'FESS/ •••.��L���
DB 4099, PG 808 1
CUMBERLAND HARNETT COUNTYAL
COUNTY REGISTER OF DEEDS 0,1
457
i .
RES ASTER, LLC S62°44'59"W l RES AN/FSTER, LLC //�� /R jISS��\\x♦♦
NORTH SR 2050 (SHADY GROVE ROAD) s62°03 01 W PG 67 75.21' S63°1 0'37"w
701"W2.72' 168 93.43' DB 3AST , 67 SR 2050 (SHADY GROVE ROAD)
60' PUBLIC R/W S61°09'28"W P PB 2022, PG 168
83.75' EPK EPK EPK EPK �l� �-!=��i-'y�-'�A� 60' PUBLIC R/W __ __ b�•2,b
�R
EPK ______ _ EPK EPK LEE! N 51 17 E 2702.48' TOTAL EPK EPK EPK T EPK EPK EPK- EPK
VICINITY MAP ------ EPK N24°15'26"W
EPK EPK 223.92 19 145^146-146 03.08' 224.46'=146 218.44' 218.38' 147-218.49' 218.97' •147 222.93' 146 229.50'=1a6 227.01' 145 45' 144 5.39 � 200.43'
- - -�- 30.22' 1q3 193.03' 144 T 148 147 - �147 - - 143 142 141 W8 REVISIONS
NOT TO SCALE ��� 5 8' ECM N61`46'45"E N 63.26'45"E ECM 1/2" 1/2" 1/2„ 1/2" 1/2" 1/2„ 1/2„ g 1�2„ 1/2„ 1/2' 1�2„ 1/2„ 1/2" 5/8„ TI S
/ P� ERB ERB ERB 148 ERB 147 ERB ERB ERB 1q ERB I ERB ERB ERB ERB ERB ' ERB
ERB Be ^ ^D`� 147 lq� �g p. � ^p ^p 4D DISK #3
^cos 146 14,9` 148 1 1q� 145 '44 I N 541,212.574
i^ F- ° E 2,033,411.879
PP °' 1qe o ELEV 142.45
PP • 145 O o o q8 146`_/ v �- 144 NC GRID NAD 83
LEGEND: ,0 N '0 (7,S 1 �J a b I 2011
0 NCDOT RIGHT-OF-WAY DISK I N/F 0 146 0 0 °o o �N NAVD 88
E'MZ ECM-EXISTING CONCRETE MONUMENT �- WARREN S. ELLIOT o0 0!� ^°' 0 144 a �RQ ^ate a oti
EIP IZSI I DB 3564, PG 168 o "- 06 1Q`' 1oR`� T
O EIP-EXISTING IRON PIPE � 6 i I ia� � � ^ °145 Q v D �
EPK O EPK-EXISTING PK NAIL / i C N N o a
ERB N/F N 539,438.379 N 539,629.408 Z �° ° �O I
O ERB-EXISTING REBAR ABJ I E 2,030,609.962 E 2,030,980.590 vNi a °
SRB NC GRID NAD 83 NC GRID NAD 83 O
O SRB-SET REBAR INVESTMENTS, LLC 2011 a . • O P � �
o COMPUTED POINT W W W W DB 4099, PG 808 ECM ( ) vN62°43'57"E 4146.6''2011) ECM D Q '4s
W PB 2021, PG 501 °o R5 0B O o
N/F - NOW OR FORMERLY W W W W W W ERB POD
o D D p a o
0
R/W - RIGHT OF WAY • W W a W ` 0G0� p O 143 144 O D a 1\�43 O I
PROPERTY LINE W W W W W W W W W W W W W` `L� 0 1q3 143 �Jq� Q 1�/ 1 p 144 O
-oPL- - - OLD PROPERTY LINE W W W W W W W W W �`h� 144 ��C7 a
ADJACENT PROPERTY LINE �� �.�`°� 743 1v o I
.� of oo O I
TIE LINE ♦ W y j �� O m `+ 00
�W a N - a
RIGHT-OF-WAY \/W W W W W ERB r4) 4 - u? �42 N M 143
- - - - - SETBACK LINE / LO
°' rn amo `f on; ,-Y C �(�
SD STORM DRAINAGE ` \� N rn °' o a o 1R3 G�
OVERHEAD UTILITY -3NP ^ati D I
- - WETLANDS 0 z
C� � O 43 kn
PERMANENT EASEMENT 144 7 �^�' 1 142 ��, ° I
X CHAIN LINK FENCE i 1qQ � o QO o Q
❑ ❑ WOODEN FENCE 74s� N/F
TDB-TOB STREAM TOP OF BANK ABJ ��o� 144 0 0 0 �O a �a o � o Q I ti PROJECT NAME
% 0
INVESTMENTS, LLC ^ 43
M
100,� 100 YEAR FLOOD ZONE N 144 4 �
TREE LINE n DB 4099, PG 808 __1qq --��t -J �q o o Q I Q
d PB 2021, PG 501 !
145 MAJOR CONTOUR 14q �� 0 O O MITCHELL
142 MINOR CONTOUR �N w ��o l`�4 1q5 a 143 143 )
_�
F
x iae.aT SPOT ELEVATION �,., � °
BENCHMARK r1 ^J) �r's` o �� 8
5��E SIGN 22 T ory 1/2"WY^- _ Imo--.1 Q a _ Q O Q ¢ �o o 0 0
M MAILBOX ass o 1qq � ER-B� N/F 3 1/2" 9 i F- �--. F- �- G D l- o o �� U FARMS
ABJ �n ERB O 1/2„ I 10 1 I 11 O �^ o as ~ O
PP a O o ERB 1/2" ^ 7 N -�
• UTILITY POLE �/� INVESTMENTS, LLC At N/F Y�- I 12 \ I 1 in ¢ o 0
i �O cn _ ERB 1/2„ \ / 13 i'-� a0 Orn p
ABJ `t to YY V1 ERB rn 1/2„ ��_ rn 1 ��-� ^ a�n
C GUY WIRE DB 4099, PG 808 t N N/F co N/F oo a �YYV�i a, ERB.�� _ "� 1/2" 14 a, p o; o
PB 2021' PG 501 N INVESTMENTS, LLC 00 eo 0o N F r N 144 t 2" 15 i I mo`'' °' \�
so s ABJ o ABJ / N F ERB / I �1 16 SUBDIVISION
0 ASPHALT N22°18'32"W p 43 �� v 11a4 z DB 4099, PG 808 oN INVESTMENTS, LLC o o ABJ �`� / ro r "1 3 ERB s _ 1/2" �,_ °' r� ��
N N INVESTMENTS, LLC N No ABJ N N/F °Y" ERB, _ 00 1/2' 17 r� 18 1 ° ¢ I 1
82.78' PB 2021, PG 501 rn N F 1/2", i O F- I 20
0 WETLANDS p
\ ^a DB 4099, PG 808 DB 4099, PG 808 INVESTMENTS, LLC INVESTMENTS, LLC ABJ / o ERB - 1�j a o 19
o �4 3 3 3 DB 4099, PG 808. C 3 `n ABJ ABJ 1 a, `r��`^^^'1 ERB_ F I
134 �s r PB 2021, PG 501 PB 2021, PG 501 DB 4099, PG 808 INVESTMENTS, LLC I - N ABJ j-\ N/F N F ^v I
o 143 O o> q o> m PB 2021, PG 501 G PB 2021, PG 501 DB 4099, PG 808 :E INVESTMENTS, LLC N O N / N/F
o !n v !n J N INVESTMENTS, LLC o ABJ ABJ i� N/F
cS �_ V o DB 4099, PG 808? n L ABJ
6'• s�� 144 0 o D a q o o �� P 21, PG 501 N DB 4099, PG 808 INVESTMENTS, LLC INVESTMENTS, LLC. ABJ �7 I
4, ;i �i z PB 2021, PG 501 N .00 ¢ INVESTMENTS, LLC
�j °� �h ° U N �� D N �4s. N V a N 1Da LN �44 U PB 2021, PG 501 N DB 4099, PG 808 ui DB 4099, PG 808 o INVESTMENTS, LLC F DB 4099, PG 808
: z ° $ z �' z oz Z a F74 PB 2021, PG 501 oo <PB 2021, PG 501 ci 65�DB 4099, PG 808PB 2021, PG 501
000 %1 °p1 �� o O O N N PB 2021vPG 501
N74°29'11"W `� 3
116.39' ° O b o a Q N
$ �59° 135 O 0 Q C) ° Z n N F
O /
f 2' o y W Q o o o 44 0 �0 143 G N HARNETT COUNTY
'oo \ a 7 p 1Aq I DB 2543, PG 992 EXISTING
PB 2004, PG 712
44
NOTES: � 0�A 144 O ° � a �142 1q3 �D �� CONDITIONS
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES iy�/ 11� 1 n �o a C� 0 1R�
UNLESS OTHERWISE NOTED. �33�2p y ' 143 4a
i d 9 W OW W G 1 1 I 2. COMBINED SCALE FACTOR: 0.99987262 � T/yF�'�� eq 6" T A' � � °
LOCALIZATION POINT N: 541,481.851 E: 2,033,956.116 e°UNDER°F �T9< o D W W W y �6 �40�2
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY �O 1 D I
VIRTUAL REFERENCE SYSTEM. °off gRyn, , bJ _ o O a �� Q�
3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY NF 2s ^ o t 135 0 o
WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC C7
SURVEY VIRTUAL REFERENCE SYSTEM. ��� o 0 oCO� > N o 0
4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM ,yS 7- �� o 0 0 144 L0 O Q R�
INFORMATION REFERENCED ON THE FACE OF THIS MAP. 66,• `y p �2g �CO�° 3p• � W� 0) I
5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY $ 5�:. SO. W N�q� P�pASFi� � CLIENT
THIS SURVEY. ��, 100 �'`i Og 44 FL/1�1 FNT ° o
6. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH �y �, 128 0 , ° I AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON. h O� a pc < MpgNY o 0
OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD o �� _ ® • 74s -o ABJ INVESTMENTS
AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY cp o o y o I
THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY °o .0 26 W 1 \ 140 0
EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS 125 W 1 135 LLC
BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS, CZ 0 - o ° I
EASEMENTS, CEMETERIES, AND FLOOD AREAS. �, 124 y a °
7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS ° ^�h A4s o
MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN. O 144 _
DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE 'oo 130 O �'�3•�_ I
SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR z' 0 23 \_ = ��� _ �13&Q -
CONTINGENCIES WHICH MIGHT ARISE BY REASON OF125 ��R ° 14's I
ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN , r, 122
DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY. °O y� N 123 ° y �30
8. A PORTION OF THIS PROPERTY LIES WITHIN FLOOD ZONE "AE" � 0) 0 120 22.63�2 I 2031 Middle Road
ACCORDING TO MAP# 3720053300K OF THE FLOOD INSURANCE o '� -,126.14 ��\ Fayetteville, North Carolina 28312
RATE, DATED JANUARY 5, 2007. ° A 11.51111 S58•24'ST w �s 20\\
9. THE CONTOURS SHOWN ARE FROM A PARTIAL GROUND SURVEY 'o o _ .110 - p o I Phone: [phone]
APPING
AND TAKEN FROM THE NORTH CAROLINA SPATIAL DATA o �2 a • D L��148,7T TOTAL oS8)• �' 144
DOWNLOAD WEBSITE, VIA THE NC FLOODPLAIN MAPPING Nk
7� 24.46' 2351� g108� j O� K OF ss�"W o O 1qq
SYSTEMS ANDEARENPARTSOF�THE PHASE 3, 2015RE ACHIEVED VIA DQL2AR MNC DATA 129.62' 218.44 218.38' 218.48' 195.84' Sgg0355� NORM LBZL R LNE 3�Q�7' T 12304 I
SET. THESE CONTOURS ARE 1' CONTOURS AND ARE IN NC GRID ,o �98.76' TOTAL O \SOwER80VNOPR ° e \79 ` PROJECT INFORMATION
NAD 83 2011 AND NAVD 88 DATUMS. o �� �_ SH 7
10. THE WETLANDS DELINEATION WAS PROVIDED BY:
HAL OWEN & ASSOCIATES INC. LOWER LITTLE RIVER 32 I
P.O. BOX 400 ���IIIIIII/// O 2128 140 -
N LILLINGTON, NORTH CAROLINA 27546 ;♦� �► MCA/?, 100 YF V �30 Bo SURVEYED BY: CLIFF
M PHONE [phone] `♦� •LESS/O 67g,`'67'52.86' 135 I ECM DRAWN BY: SEAN
DATED JULY 28, 2022 10° CHECKED BY: JIMMY
,� °q�
N AL __
132 I I
� 457 - q 100 � PROJECT NUMBER: 1894
"��...�►goo --100 vF100 S•
U ''I'�/��'9 O•S U\1"1 .1l(7��� $ ��.10 p 1� ��•Lu
10o yp -.�"''`-'°o ^""''�`.'00 R19�, �•?p I I'7 • . ... •14�1
I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN '�oQ DRAWING SCALE
z UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
�T° HORIZONTAL: 1"=150'
w UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN b?j•�b'
BOOK SHOWN. PAGE HEREON OR OTHER REFERENCE T9� 100 I I
SOURCE _________); THAT THE BOUNDARIES I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS
6 NOT SURVEYED ARE INDICATED AS DRAWN FROM SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY
o INFORMATION IN BOOK _____, PAGE _____ OR OTHER UNDER MY SUPERVISION. THIS GPS SURVEY WAS I, SEAN R. SEEVER, CERTIFY THAT A PORTION OF THIS
REFERENCE SOURCE ---- ---------; THAT THE PERFORMED TO C-2II FGCC SPECIFICATIONS RTK GPS WITH CLASS "C" TOPOGRAPHIC MAP WAS DRAWN FROM AN °� DATE SURVEYED
RATIO OF PRECISION OR POSITIONAL ACCURACY IS I I
VRS FIELD PROCEDURES WERE USED. THE COORDINATES ACTUAL SURVEY PERFORMED UNDER MY DIRECT
9 1:10,000+; AND THAT THIS MAP MEETS THE REQUIREMENTS WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT SUPERVISION AND THAT IT MEETS OR EXCEEDS THE NORTH I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN GRAPHIC SCALE
N OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS CAROLINA ADMINISTRATIVE CODE 21.56.1605 AND EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE JULY 21, 2022
NORTH CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND SURVEY WAS PERFORMED ON DULY 21, 2022 USING TWO 21.56.1606. WITNESS MY HAND AND SEAL THIS 20 DAY OF EXISTING EASEMENTS AND DOES NOT CREATE A NEW 1so 0 7s 1so Sao sao 1/2 1° I
AND SEAL THIS 20 DAY OF MAP-Cfl 2023. TRIMBLE 5700 RECEIVERS. MAP-Cf. A.D., 2023. STREET OR CHANGE AN EXISTING STREET. 7 ERB °)p
"\\
SHEET NUMBER
0
• ( IN FEET ) 100
a
PROFESSIONAL LAND SURVEYOR - L-4571 PROFESSIONAL LAND SURVEYOR - L-4571 PROFESSIONAL LAND SURVEYOR - L-4571 PROFESSIONAL LAND SURVEYOR - L-4571 1 inch = 150 ft.
n
° I 100
IS
'xC - 1
` I 100 00
m �l