SW3231103_Plansheet - Existing Conditions/Survey_20240717

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A _ I CURVE TABLE T N ,
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE
C1 1,433.93' 147.76' 147.70' S 47°52'08"E 5°54'15" ~
o �o C2 1,783.50' 119.80' 119.78' N35°57 Q�'42"E 3°50'S5" 06
oa�oo 00` \ I C3 424.52' 218.31' 215.92' N 52°3T06"E 29°2754" ~`✓' 00
o C4 562.00' 16.21' 16.21' N 68°10'37"E 1°39'08" U LL q
C5 562.00' 212.49' 211.23' N 79°50'05"E 21°3949" CL_
SITE �a 4 C6 1,138.00' 200.88' 200.62' S 84'16'36"E 10°06'50" 1 • v
� `rP \ \ l \ SAMUEL RAJAH C7 4,400.00' 214.25' 214.23' S 77°4929"E 2°4724" Q) z
JERKY PRFSSLFY \ &KRISTEN VASS 1 Z
po ` NEW TOWN RD JERRY PRESSLEY J-
� &R088fE PRFSSLEY NOW OR FORMERLY
NOW OR FORMERLY \ \ LOT 3 SAMUEL RAJAH
&ROBBIE PRESSLEY ' CL U
DB 3633 PG 864 NOW OR FORMERLY \ D8 7786 PG 875 1 &KRISTEN VASS LINE TABLE
PARCEL 10#06-240-003C \ DB 4514 PG 425 PC L FILE 536 y NOW OR FORMERLY LINE I BEARING I DISTANCE
PARCEL ID#06-240-004 Z
o PARCEL!D#06-225-OQ3E
rGyo Q� DPCOF1LE917S L2 S 79°13'11"E 42.24' N
CARL NICHOL5 U N
\ LOT1 Li N 67°21'03"E 28.11' � • Lu N
&IRIS FORME \ \ I PARCEL ID#06-225-003 [Y O
NOW OR FORMERLY \ � �
LOT 2-A \ )- U Z
o\ � 3
ti \ PC C FILE 877 ` 1 TIE ONLY LINE TABLE
x PARCEL ID#06-240-0026 \ \ BENT \ LINE BEARING DISTANCE
\� #5RF T1 S 44°37'25"E 62.4V O
T2 S 48°26'31"W 128.61' W O
l T3 N 31'04'18"E 293.16' _j
\ 6 r --CP - of T4 N 37°5325"E 177.53' U J
VICINITY
� T�rT�[j MAP
\ \ \ 'ft1� - -_ - --Cfi __ _ �{ r �\ I N�� 4 T5 N 38°27'06"E 304.44' L V
VICIN l l !►'l1`ir \ \ \� _G5--__-- ------------ _ �c L2 CP R/W�w _ Jp +YTO I T6 N68°2646"E 172.90' ao
T7 N 61°4559"W 203.17'
~ NCppTR/Gyr p OAp 1 `� Ts N 39°21'24"W 195.52'
(.�vot to Scale) \ 12"CMP CID Kx -CP
\ CARLNICHOLS lNV=675.73 / .' CP" #4RS\��x�;, % kKx F. xK% x x xkx" K-I am: � '7'\ K"!� �R/W~~~~~� ��_ p�7 o�h►OE A/�y�O !
\ &IRIS NICHOLS •fir, x
- --- x x x �x x NOW OR FORMERLY / \�� u x% -x�, �x ■ �:x xx Kx x x" /NE
\ LOT2-8 G`S ..,» Cam- • . , ! K K�x x xKR�x x�Kx K K�-«�� xr K�" 69 � MARK q<
\ / ,� � , w xK. x x x "% K So F s. y'�- #4RF - __ 8Z 1 I I n
PCCFILE877 0 .. tt x Kx'r�r x x x x x 4 K x K �_�\ _
PARCEL ID#LE 240-002A \ ` 5.,,., K x`K`x &LlSA WlNDLE }I\ g.
12"CMP \ \ -� �..KKK"K �:x % :r'�y � ��c-�.x`�=xN. - NOW OR FORMERLY C� C
#5RF , 1NV=674.57 \ r \ ' - ,r:K" LOT 2 I O Z O
X W!xt" -a* ` DB 7289 PG 702
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NOTES
\ �P K Rix r '_ `�, A y Q v
% x.» % KKR. `�. PARCEL ID#06-225 003D Crl
1. AREA CALCULATED BY COORDINATE /' ' /' /' =� \ \ =\ �"T"^K �� 3' #5RF .0
COMPUTATION. \ / x e! / v r. �`� _ _ \\ �� \ ` —_ \` �r��w`�` =\ Kxx' Y �� v�� BOOR P]�YMAK
2. ADJOINING PROPERTY OWNERS NAMES WERE \ / le
r _w'1` &--VALENTII Plih4K \ \ \
NOW OR FORMERLY \ \
TAKEN FROM UNION COUNTY TAX OFFICE _ �r r ` \ \ O
t,� , / — 1 ` ` -� 8Q r �+ �r r 1\ \ _r \ �> LOT25C
RECORDS,AND ARE CONSIDERED AS NOW OR \ 1/ \ \�\ �\ \ \\ ` — — �� D8 8217 PG 56 \ N
FORMERLY. \ WILLIAM DE68RATZ / 1 , I\ --
K' :' \ \ \ \ .� '-� r`�\ \ _� \`�
3. IRON RODS AT ALL CORNERS UNLESS NOTED. &JENNY D088RATZ / / ,! OVERHEAD U ff L1T1E \ \ \ V \\ \ \`'`� ` 1 w r \\ �_ \ \
4. THIS MAP 1S SUBJECT TO ANY AND ALL \ NOW OR FORMERLY \ / / i; Kf I $` \ \ \ -- - \ `` +� �` \\ `• \ ��"�� �CEL ID#
LOT / / / , K�x xx MAYBEXBJECTTO \ \�\ \�\ 675— -�- w r�. r� \ \���` \ `-06-725 03� \ ��
APPLICABLE DEED RESTRICTIONS,EASEMENTS, \ / / / .- ,xr �= I / EASEKIENTS.MOT \ \� \ \ ` w r r \ \ \ _ '� \ \ \ N
DB 3Q37 PG 607 \ / / , ( / \\ -' \ w �. r ` \` \ \\\\\ \`, \ d\ KASEY COATES \ \
RIGHT-OF-WAY,UTILITIES AND RESTRICTIVE \�~
COVENANTS AND PRELIMINARY PLAN WHICH \ \ / / / / I ✓ JSNOWN / f- \ \ \ — \ ` �o r` ` ` r` �r \ ` \ \ \\ ` -� \ \ &DAVID COATES PC D FILE-24 / / / \ r r \ \ \ \ \ �� \ �\
PARCEL!D#06-14Q-031 / / 8'J 83.9' / k / / / \ �\ �� \ r r w `� w r w w r \\ \ \ \\ \ i NOW OR FORMERLY \
MAY BE OF RECORD. , / 11��22 / / \ \ \� \ \ r r .` r \ \� \ \\ \ \ N
/ / / / \ \ \ w w �� r w r w �\ \ \ \ \ O
5. ALL DISTANCES ARE HORIZONTAL GROUND , / \ r J r w \ \ \ \� \ LOT 258 \ Z
\ \ / / k' \` \ !�\ \ `r r w r r \ \ \ `,&, � #4RF R DB 6710 PG 372
DISTANCES,MEASURED WITH ELECTRONIC \ / / / / / / \� `w r \ \\ \ \ r \ r� PC F FILE 372 \ N
MEASURING DEVICES. / / /O� ° k + I I / / / \ti \ ��\\\\ w ` w r \ \ \ \ 1 � 1 r BENT \ } I (n y (]
6. LOT SUBJECT TO ALL ZONING ORDINANCES OF #5RF / / / /\ / / / / / \ \ Cr V \ \ w r \ �� \ \ S AARCEL ID#06-225-Q038 f /� W `
THE VRLAGEOFMARVIN. BURDER/OWNER \ ,/ ' / /, I I 1 fY 1 \ \_ _ \ \\\ Sze, 1'7PF �\ \ Q o f f W
�� /' / / k / / / / / / / ` \ \\ w \ _ r.� rwr w r �� \\ j'
MUST VERIFY THAT LOT IS IN COMPLIANCE \ 0� /� / , � �r // / / / / / \\ w r r w �+ ./41\J'}`� \\ \ \ \ \WITH ALL COUNTY AND HOMEOWNERS / / 1 1 \ _ \ r 65� r \ _ \ \ #5RF \ y
ASSOCIATION ZONING ORDINANCES PRIOR TO \ �j F /� I I ~ \ \ TERRENCE PHILBRICK JR I 1
ANY LAND DISTURBANCE OR CONSTRUCTION. �� 1p /' O `� / / / /// / / / w\ �� �� _ _ ` �L I\\\ \ _ \\ \\\ ` \ \\ p j \
/ / \ �. w r O CP /
\ h / /'r /.4 / / / w, \ w ' •� \ �• \ r \ \ y &I1LL PHILBRlCK
7. THIS SURVEY WAS PERFORMED WITHOUT THE 1 , /�O / / / ! \ r r \ w \ \ w S NOW OR FORMERLY BENT
"� / / ,�/ / / / /� / I I ` \ \ t r\ / \ \` r� \\\\ \` �`\\\ \ �'4 LOT 25A 1"!PF 1 yy
BENEFIT OF A TITLE SEARCH. \ / _
8. NO NCGS MONUMENT FOUND WITHIN 2000 , A ' I / / // / / I 1 t l� \ \\ \ •4_ r ` i\\ `r \\ \\ \ \\\ \ 3Z C tit LL U Q
FEET. THE tENNUF FARM TRUST \ / 'K x / // / I l \ y \ 6S -� r \ \ ` r \ \ \ \ `\ \ o #4RF DB
f FILE 4815 /'x „� \
/ e ' Kxx / / /� l ,\ \ \ �. �/ \ w\ \ \\ �\ \ \ \\ \ \�\ s PARCEL ID#06-225003A (Q1, %yxKxk,. P� ♦\ 1 \
NOW OR FORMERLY / o j -Txx-`l < I w \ V
LL i. , o\ �' — — w `~ \ r \\ \ \ 1 1 1 \ `.. 2° 6�� \ K K \ \ SREEDNAR CHILUMULA,ETALLOTI8 / a xxKx K ! I / / / / J I / \ __ � — — i \ \ \ _ r \ \"' \ \ \\ ! 111 \ j>, ��/ \ \� �� NOW U O
D8 7283 PG 188 BENT / /" / I
PCD FILE S43 #SRF �, e p, o� I /i' xKx'/ f / / \` }\ 1 1' // / I 1� / // ��j\ �, 1\\\\\ \ \ \ �� \ 1 111 \� \ psi+\ 312: \ \ Y„y \ �\ I`I LLl
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BENT
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\ CP /2�lPF w 1 �., 1 ` \ �\ \ \
/ �,�/ 311 o ` , r 1 I l I l 1 ` !� 1 1 I I \ \ \ \ \ �\ \ \ \ \ \ �, \\ T 6'# s-225-Q2\ `` ' ° �/ �. � _ � 1� � � I IIII 1 1111i1lb 4 i90�\ \ \ I Cfi �\ \ \ \ \\ 1 /
LEGEND Q , _ I 1 t Ill I 1 I fir\ \ Q I I \ \ \ ` \
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/
9 _ -- .__ — —
AF AXLE FOUND \ / / 0 7y
IPF IRON PIPE FOUND
\ \ lco
SBF SQUARE BAR FOUND
CP COMPUTED POINT DEBRA EARNHEAR7 OT \ I I 1 1 1 1 l 1 11 1
< -- 1 I l ! 1 1 1 i 11' ! I i 1 I I l 14 ! \ \ \ \ \ / \ \ \ \ \ \ \
RIW RIGHT-OF-WAY O '9 'b
EOP EDGE OF PAVEMENT / &GFRALD FARNHEART J,. �� t9 CARPORT OVER 1 t I 1 1 1 11 !1 I �! I I I I I I I `� 1 \ \ \ ` \ \
SF SQUARE FOOT / \ NOW OR FORM
TRACTA ERLY PROPERTY LINEI.2' I 1 I 1 ll 1 I I! 1 ! I y I I I I I ! 1 1 \ \ 11 11 \ \ I\\
PC PLAT CABINET / / DB 425 PG 792 AF \ AS SHOWN 1 l I 1 I I I I l l l 1 1 I i I I I I I 1 1 I I I \ 1 \ n\ / / I 11 \ \` \ \ 1 1 \ \ I \ \ \ i r}, i /' N
P8 PLAT BOOK PC I FILE 146 1 I 1 I 1 I I I I It I l I I I l�11 1 I I l 1 I 1 I ) I I I I ! 1. / \ 1 11 1 1 1 1 I f ! \ \ LU
DB DEED BOOK PARCEL!D#06-240-006A \ I I ! I I I l I l I I I j I I I I _ 'B1 N7� 1 \ 1 / �� '
/ CONCRETE w\ ! I I I I I I 1 I r 1 1 I 1 I r ti / �i r"1PF�/ '{ / / I 1 I f f \
PG PAGE / \ { I I IIII I 1 / / l I I1f 1 / / / / / I I � iL
FS FRONT SETBACK / \ DRIVE 4.0'FROM \\ - \ 11 1 / 1 f I I III 1 I I 1 ` I I I I I 4 I I I 1 I ( f
RY REAR YARD SETBACK PROPERTYLINE I ! I ! 1 I /J ' / / S 1 rI I \\\\
SY SIDE YARD SETBACK #5RF \\ r ✓ I // I / ! 111 III I f ! j I I ! f ! ! I {,!/ /I/I/I/ I r ` 1 ��/ / / /� `/�// r / / /I f I I \\\ ` -,��0/ �jry
RCP REINFORCED CONCRETE PIPE / Y . ' r ! LU
MP CORRUGATED METAL PIPE I / 1 1 I I I ! � � � 1 I 1{ {' / / // \ 1 \j R � // / / � / / / � // / I � /
c I I �/ _ � � /
Q.� POWER POLE
C� UTILITY POLE
GUYWIRE
Q STREET SIGN ROGER WILLIAMS _� /1
O N DB OR PG 683LY / ///I l / I j 11 I{/ 1 I 1 ! I I /I F1 LD LOCATED y / /�// // f/ /' /—- — — ' /�!� / / V � M 6�
T TELEPHONE PEDESTAL / / // I / I 1 ! 1 I lI / t' / �/ / i / / ✓ /1 / / 1 f ✓ %/ �-A-%xA '_ / / �(,�` 0�
AARCEL!D#06-24Q-QO6 / ` // / I/ II 1 1 1I ! 1 // DP IFBANK + / � 1 / / /<'"- ..�L_kF v '` rt i
LINES SURVEYED y` _\ //
- — — — — - LINES NOT SURVEYED Z ?r \` /// / / / 11I l l/ // {I j '!1 III ���DITCH / ��
Y~ \ / I I 1 { I' I I I 1 1/2"IPF o cw
----------- BUILDING SETBACKS / N� da / / I l // l/l/ // 1 I I I j{I 1 / / / / �3 I / 1 1 1 1 1 / / _i \ / r, p , ��Q�'1 O
- - RIGHT-OF-WAY o \\\\ I / / I111 /Ijl'IjII III I� ( I I //' \�� /�/ ( ` ` \ \11\�` ` / / �� \ \ // �/ � / ' /' QOQ
// /// f / \ / // Q� J Q Cr a
- - EASEMENT v�� / j // Illy 1 /I%I/l ll I 1 11/ / / //! � a\ \\ \ \\ z'6o\ \\\\\\\\\ I / /' / 1 I / / / K=:Y ,,' 4�Q� ��t ' z
OE OVERHEAD POWER LINE
/ J I I \ I o
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TREE LINE \�\\
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VIEW5HED BUFFER 1 / I ✓ / / rr Cr
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ASPHALT PAVEMENT / \ �/
fIRFI / / 1 BEVFRLY LFTT
I \ /r r /i/ // I E� 9 �P� `\ / I 1 I 1 I I I 1� l 1 , / I / &SCOTT LETT
I t / //I 1 1 + I 1 V \\ // / f f /' / NOW OR FORMERLY
CONCRETE I 1 / / // / f ,� f \ / / 1 I \ _ �- / ' y r / / D8 258 PG 626 1nI7 NO.
/ \\I I // / �- , / / I 36 \ I I I \ / ./ // } ' DB 260 AG SOS
(\ 095-21-001
I � / / � / � 1 5� � � I 1 I � i i ,' , ,/ DB 2b5 PG 852
)\ lllr / ,/ � � , � ! III ! \ \ �l
/ 0� \ 2 ` 'p 1 { ! i PARCEL ID#06-225-021 Date
\ ROGER WILLIAMS Jc / /I //// / // �cj � f I 1 l i \\ \ \� / / , I`I� % x, #5RF i/ / 1119122
NOW OR FORMERLY ,,� \ 1 ` 1 \ / + /
DB 5082 PG 683 a\ III 11,/ //� r76� I p \`� 5 1 1 1 \ \ \ \ / $L,� } ' , Prnj. Mgr.
\ PARCEL ID#as 14Q oasA — � I I 1 1/ / / �j// - #4RF ��p 1 1 1 \ \ DCC
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\ 1 1 lt�1 I KEITH SVDNDVEC 1 ART
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\ 111 \ NOW OR FORMERLY �� , \ xxX., //
� 1 LO7 21 �
TOPOGRAPHIC INFO: I I xxxRxxx z�
-D 1 �rx D PC 8 FILEB 7
r0 CONTOUR INTERVAL:AL: 1 OO�g \ #5RF \ \\` `� ��i'� I ^�ti � �,``�� +��'''.
PARCEL ID#06-225-055 / / tiritirrnrrr++�
I / 41 CA1?
C \ \ ` rvv ' ,' 1, Christopher D. Faulk, Professional Land Surveyor No. L-5013, 4`�T}'F'ESS'i'�� '''
Io TOPOGRAPHIC LINE NOTE. I THOMAS FEENEY �� ,' ,� �/ certify to one or more of the following as indicated o
\ I &DEBRA FEENEY \ / thus, SEAL
� THIS 15 A TOPOGRAPHIC SURVEYAND IS FOR NOW OR FORMERLY __ _
INFORMATIONAL AND DESIGN PURPOSES ONLY.IT SHOULD LOT 20 ,/ - = -
CO NOT BE USED FOR CONVEYANCE OR LEGAL PURPOSES. \ I DB 7104 PG 484 / / , / ❑■ C. That this plat is of a survey of an existing parcel or = L—5013
r PARCEL LINES ARE SHOWN IN APPROXIMATE LOCATIONS. BENT PC 8 FILE 8B
� , parcels of land.
THEY WERE DERIVED FROM DEEDS AND PLATS OF RECORD #4RF PARCEL ID#06-225-054 / ,
N A5 WELL AS G!S SNAPEFlLFS PROVIDED 8Y THE NORTH \ / I
O CAROLINA STATE LlDAR. \ 24"RCP IPF ' 24"RCF i��� ,• I.. &
j / I INV=657.38 / Q /O INV=656.08 '�+�ANER rrV````m��
L�LI / \ / JEFFREYSAUSER ` 2 QBIENT
0 / &PATRICIA SAUSER I R�� 0�0 L #4RF
= SITE NOTES: / \ I NOW OR FORLOT1RMERLY I /
\ srars of NORTH cARoulva UNION couNrY
L.LJ DB 462 PG 500 \ 4 '7,CNRISTOPHER D.FAULK,CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN Scale: 1 rr _ 1 OOr
Z BUILDING SETBACK REQUIREMENTS(MINIMUM)ZONED RESIDENTIAL(R) V I PC 8 FILE 88 ��� % \ ✓ ACTUAL SURVEY MADE UNDER MY SUPERVISION(DEED DESCRIPTION RECORDED 1N BOOK 4357,PAGE 494
O FRONT. 50 FEET LOT 18 PARCEL ID#06-225-053 I \ P� oA0 / OR OTHER REFERENCE SOURCE ),THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN
SIDE YARD: 20 FEET PC B FILE SB oo`�;Q���{ C) \ Know what's be I ow. FROM INFORMATION IN PLATBOOK 5,FILE 126 OR OTHER REFERENCE SOURCE THAT THE RATIO OF
Ln REAR YARD: 40 FEET GRAPHIC S C ALE I I �1- i' { C� PRECISION OR POSITION ACCURACY IS 1.10,000,AND THAT THIS MAP MEET THE REQUIREMENTS OF THE
MINIMUM LOT WIDTH: 130 FEET \ L P Q� ` \ Ca I I before you dig. STANDA OF PRACTICE FOR LAND SURVEYING 1N NORTH CAROLINA(21 NCAC 56.1600)."THIS 19th DAY Sheet No.
j MINIMUM LOTAREA: 43,560SF 4
100 0 100 2W 400 �Q �j ROEBLING,LLC OFJ Y,2022.
Q / NOW OR FORMERLY NORTH CAROLINA
Uj
0
tort \ ONE-CALL CENTER INC.
FLOOD NOTE.
j NO PORTION OF THE SUBJECT PROPERTY SHOWN HEREON LIES WITHIN A SPECIAL RB 7166 PG 001 \ DIAL 811 Dr 1-800-632-4949
1 ACBFICE88 2 BUSINESS DAYS BEFORE DIGGING
FLOOD HAZARD AREA PER F.E.M.A.FLOOD INSURANCE RATE MAP COMMUNITY { IN FEET ) I / PARCEL ID#06-225-036
PANEL 3710445500J,DATED:OCTOBER 16,2008. \ WWw.ncocc.org ft.= 1�l PROFESSIO L LAND SURVEYOt
inch i
Copyright 0 2021 Metrolina Land Surveying,Inc. This plan or drawing and any accompanying documents are the property of Metrolina Land Surveying, Inc.;and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.

8 7 3
REVISION RECORD
NO DATE DESCRIPTION
H
SUBMITTAL RECORD
NORTH NO DATE DESCRIPTION
G
SHEET 6
F 1 �
I �N
11AOOw�ARKMC
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SURVEYOR'S NOTES:
1.) PURSUANT TO THE PROVISIONS OF THE NORTH CAROLINA CODE OF LAWS,THIS PLAN,SPECIFICATION,OR
PLAT SHALL NOT BE FILED WITH PUBLIC AUTHORITIES WITHOUT THE SEAL,SIGNATURE,AND DATE AFFIXED.
FURTHERMORE,IF THIS PLAN,SPECIFICATION,OR PLAT DOES NOT HAVE A SEAL THAT IS SIGNED AND
DATED, IT SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN A PRELIMINARY STUDY DRAWING AND WILL
SHEET4 BE CONSIDERED A WORK IN PROGRESS.
1 2.) THE WORDS "CERTIFY", "CERTIFIES" OR "CERTIFICATION" AS USED HEREIN ARE UNDERSTOOD TO BE AN
D G� / JI I[' EET 5 EXPRESSION OF PROFESSIONAL OPINION BY THE SURVEYOR, BASED UPON HIS BEST KNOWLEDGE, D
5� ` INFORMATION AND BELIEF, AS SUCH, DO NOT CONSTITUTE A GUARANTEE NOR A WARRANTY, EXPRESSED
��Q \ OR IMPLIED.
�� \\ 3.) THE PROFESSIONAL SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS
OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER
FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. THIS SURVEY DOES NOT
CONSTITUTE A TITLE SEARCH BY THE SURVEYOR.
4.) PROPERTY SHOWN HEREON IS SUBJECT TO THE RULES, REGULATIONS, ORDINANCES, AND/OR
JURISDICTIONS OF LOCAL,STATE,AND/OR FEDERAL AGENCIES,IF ANY.THE REQUIREMENTS OF SAID RULES,
REGULATIONS, ORDINANCES, AND/OR THE LIMITS OF SAID JURISDICTIONS ARE NOT SHOWN HEREON
UNLESS STATED OTHERWISE.
5.) THE BASIS OF BEARING IS GRID NORTH DERIVED FROM VIRTUAL REFERENCE STATION METHODS USING THE
NORTH AMERICAN DATUM OF 1983(NSRS 2011)STATE PLANE COORDINATES,NORTH CAROLINA ZONE 3200.
THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 ELEVATIONS BASED ON GEOID
2018.THIS DATUM WAS DERIVED FROM THE VIRTUAL REFERENCE STATION OF NORTH CAROLINA.
6.) ALL DISTANCE SHOWN ARE HORIZONTAL GRID DISTANCES UNLESS OTHERWISE NOTED.
DISTANCES SHOWN ARE IN US SURVEY FEET AND DECIMALS THEREOF UNLESS OTHERWISE NOTED.
\ \ 7.) THE UNDERGROUND UTILITIES SHOWN WERE LOCATED FROM ABOVE GROUND EVIDENCE OR EXISTING
\ DRAWINGS PROVIDED BY VARIOUS SOURCES. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE
PLANS.THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN.
8.) ALL PIPE SIZES, MATERIALS, DIRECTIONS AND INVERTS (FLOW), ARE APPROXIMATE AND BASED SOLELY ON
ABOVE GROUND OBSERVATIONS AND/OR (BYGRAPHIC PLOTTING ONLY) PLANS, PLATS OR DEEDS
PROVIDED BY THE ISSUING GOVERNMENT AGENCY.
9.) ALL STATEMENTS HEREON RELATED TO UTILITIES, IMPROVEMENTS, STRUCTURES, BUILDINGS, PARTY
WALLS, PARKING, EASEMENTS, AND ENCROACHMENTS ARE BASED SOLELY ON ABOVE GROUND, VISIBLE
EVIDENCE, UNLESS ANOTHER SOURCE OF INFORMATION IS SPECIFICALLY REFERENCED HEREON.
10.) NO ATTEMPT WAS MADE TO DETERMINE WETLANDS OR OTHER ENVIRONMENTAL ISSUES, UNLESS
OTHERWISE NOTED.
11.) ALL PROPERTY CORNER ARE#4 REBAR UNLESS STATED OTHERWISE.
12.) BROKEN PROPERTY LINES ARE SHOWN FOR REFERENCE ONLY AND HAVE NOT BEEN SURVEYED.
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"I,PATRICK J.CORLESS,JR,CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT AND RESPONSIBLE Civil & Environmental Consultants, Inc.
CHARGE FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION;THAT THIS GROUND SURVEY WAS
PERFORMED AT THE 95th PERCENT CONFIDENCE LEVELTO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE 3701 Arco Corporate Drive Suite 400 Charlotte, NC 28273
/ SH T J STANDARDS;THAT THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR A TOPOGRAPHIC SURVEY Ph: 980.237.0373 • Fax: [phone]
TO THE ACCURACY OF CLASS A VERTICAL ACCURACY;THAT THE ORIGINAL DATA WAS OBTAINED ON OCTOBER
www.cecinc.com
31,2023;THAT THE SURVEY WAS COMPLETED MAY 5,2023;COORDINATES ARE BASED ON NORTH CAROLINA/ STATE PLANE COO RDINATES'NAD 83' (REALIZATION 2011)AND ELEVATIONS ARE BASED N NAVD 8
HERITAGE AT MARVIN SUBDIVISION
DATE OF PLAT OR MAP: NOVEMBER 10,2023 _ VILLAGE OF MARVIN
(SURVEYOR'S SEAL) (SIGNATUR OF, UR EYOR)
PRINTED NAME: PATRICK J.CORLESS,JR UNION COUNTY,
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/ / / / / /' /' /r __ b'20���4 F - _- lI r � PLAT SHALL NOT BE FILED WITH PUBLIC AUTHORITIES WITHOUT THE SEAL,SIGNATURE,AND DATE AFFIXED.
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I I )
,616. //'� /'/ //' // /' /' .' /--` I I j JURISDICTIONS OF LOCAL,STATE,AND/OR FEDERAL AGENCIES,IFANY.THE REQUIREMENTS OF SAID RULES,
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1
- ^�-' `-- - E ~~ - -- --- _ ,'�/ .'� �'� /'� .'/ ,'' /' '� '/ �/ ,'/ , -/�-/ NORTH AMERICAN DATUM OF 1983(NSRS 2011)STATE PLANE COORDINATES,NORTH CAROLINA ZONE 3200.
~ ` 2p-�__ - _ _-___ 20 ST EXISTING STORM SEWER LINE THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 ELEVATIONS BASED ON GEOID
~ ~_-�, ` ' _ _~- - -~ /.6 / EXISTING TREELINE 2018.THIS DATUM WAS DERIVED FROM THE VIRTUAL REFERENCE STATION OF NORTH CAROLINA.
- -_ - /r UG-E EXISTING UNDERGROUND ELECTRIC 6.) ALL DISTANCE SHOWN ARE HORIZONTAL GRID DISTANCES UNLESS OTHERWISE NOTED.
DISTANCES SHOWN ARE IN US SURVEY FEET AND DECIMALS THEREOF UNLESS OTHERWISE NOTED.
-------- ------- EXISTING INDEX CONTOUR
7.) THE UNDERGROUND UTILITIES SHOWN WERE LOCATED FROM ABOVE GROUND EVIDENCE OR EXISTING
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_ _ _'_______`_,- -___ x x x EXISTING FENCE PLANS.THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN.
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_-_-`-_-_`---�- j ~� EVIDENCE, UNLESS ANOTHER SOURCE OF INFORMATION IS SPECIFICALLY REFERENCED HEREON.
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/ I ---- OTHERWISE NOTED.
© STORM MANHOLE
EXISTING INDEX CONTOUR 11.) ALL PROPERTY CORNER ARE#4 REBAR UNLESS STATED OTHERWISE.
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i i I CHARGE FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION;THAT THIS GROUND SURVEY WAS yYa FIRE HYDRANT
PERFORMED AT THE 95fh PERCENT CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE WATER METER 3701 Arco Corporate Drive - Suite 400 - Charlotte, NC 28273
/•' ,��i I 1 i I 1 Ir -__r rr rl rr tprr rf r 1 r1 r r r i I ,__ STANDARDS;THAT THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR A TOPOGRAPHIC SURVEY
TO THE ACCURACY OF CLASS A_ VERTICAL ACCURACY;THAT THE ORIGINAL DATA WAS OBTAINED ON OCTOBER Ph: 980.237.0373 Fax: [phone]
31,2023;THAT THE SURVEY WAS COMPLETED MAY 5,2023;COORDINATES ARE BASED ON NORTH CAROLINA POWER POLE www.cecinc.com
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DATE EY PLAT OR MAP: NOVEMBER 10,2023 UTILITY POLE VILLAGE O F MARVIN
(SURVEYOR'S SEAL) (SIGNATUR OF SURVEYOR)
PRINTED NAME: PATRICK J.CORLESS,JR R.O.W. RIGHT OF WAY UNION COUNTY
*�.�`�H GqR ,, • IRON FOUND
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- , ,/ / , , / fpFJ, ;Q.O O, •• r STATE OF:NORTH CAROLINA
_ Q SEAL CABLE PEDESTAL JMH SMH PJC
_ DRAWN BY: CHECKED BY: APPROVED BY:
_ DATE: SEP. 30 2023 DWG SCALE: 1"=30' PROJECT NO: 326-256
L-SW9 : - 1t FIRE DEPARTMENT CONNECTION '
'7 '.�7 y REGISTRATION NO. L 5509 DRAWING NO.:
TOPOGRAPHIC SURVEY
/,,�'J CDR��CS SCALE IN FEET VILLAGE OF MARVIN 2
/1/,I1I1"t�+� 0 30 60 UNION COUNTY, NORTH CAROLINA
SHEET 2 OF 6
7 5 4 3

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EXISTING LEGEND; REVISION RECORD
NO DATE DESCRIPTION
— — PROPERTY LINES
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Sr EXISTING STORM SEWER LINE 0
EXISTING TREELINE
UG-E EXISTING UNDERGROUND ELECTRIC SUBMITTAL RECORD
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FO FIBER OPTIC MANHOLE SURVEYOR'S NOTES:
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1.) PURSUANT TO THE PROVISIONS OF THE NORTH CAROLINA CODE OF LAWS,THIS PLAN,SPECIFICATION,OR
O STORM MANHOLE PLAT SHALL NOT BE FILED WITH PUBLIC AUTHORITIES WITHOUT THE SEAL,SIGNATURE,AND DATE AFFIXED.
QT EXISTING INDEX CONTOUR FURTHERMORE,IF THIS PLAN,SPECIFICATION,OR PLAT DOES NOT HAVE A SEAL THAT IS SIGNED AND
G DATED, IT SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN A PRELIMINARY STUDY DRAWING AND WILL
GUY WIRE BE CONSIDERED A WORK IN PROGRESS.
® MAILBOX 2.) THE WORDS "CERTIFY", "CERTIFIES" OR "CERTIFICATION" AS USED HEREIN ARE UNDERSTOOD TO BE AN
EXPRESSION OF PROFESSIONAL OPINION BY THE SURVEYOR, BASED UPON HIS BEST KNOWLEDGE,
SIGN INFORMATION AND BELIEF, AS SUCH, DO NOT CONSTITUTE A GUARANTEE NOR A WARRANTY, EXPRESSED
6 WATER VALVE
OR IMPLIED.
FIRE HYDRANT �' 3.) THE PROFESSIONAL SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS
OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER
WATER METER �/ FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. THIS SURVEY DOES NOT
POWER POLE CONSTITUTE A TITLE SEARCH BY THE SURVEYOR.
4.) PROPERTY SHOWN HEREON IS SUBJECT TO THE RULES, REGULATIONS, ORDINANCES, AND/OR
FIBER OPTIC PULL BOX 08 JURISDICTIONS OF LOCAL,STATE,AND/OR FEDERAL AGENCIES,IFANY.THE REQUIREMENTS OF SAID RULES,
FIBER OPTIC MARKER '' /' ,'' ,'' _ REGULATIONS, ORDINANCES, AND/OR THE LIMITS OF SAID JURISDICTIONS ARE NOT SHOWN HEREON
UNLESS STATED OTHERWISE.
0 UTILITY POLE r ! '� i '' /~
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• IRON FOUND ,r ,! 628' �,'' �'' , ,'' /�� \\\ THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 ELEVATIONS BASED ON GEOID
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❑E ELECTRIC BOX
6.) ALL DISTANCE SHOWN ARE HORIZONTAL GRID DISTANCES UNLESS OTHERWISE NOTED.
CABLE PEDESTAL �/' / % /,'� �' � �/' /,' I!-i�\ \\\ DISTANCES SHOWN ARE IN US SURVEY FEET AND DECIMALS THEREOF UNLESS OTHERWISE NOTED.
FIRE DEPARTMENT CONNECTION ,� \ // // ��p� ,' /'' i I I �`� \\ 7.) THE UNDERGROUND UTILITIES SHOWN WERE LOCATED FROM ABOVE GROUND EVIDENCE OR EXISTING
DRAWINGS PROVIDED BY VARIOUS SOURCES. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE
PLANS.THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN.
8.) ALL PIPE SIZES, MATERIALS, DIRECTIONS AND INVERTS (FLOW), ARE APPROXIMATE AND BASED SOLELY ON
\ ,' / ,' ��•' 11 �� ` ABOVE GROUND OBSERVATIONS AND/OR LEIY GRAPHIC PLOTTING ONLY) PLANS, PLATS OR DEEDS
PROVIDED BY THE ISSUING GOVERNMENT AGENCY.
9.) ALL STATEMENTS HEREON RELATED TO UTILITIES, IMPROVEMENTS, STRUCTURES, BUILDINGS, PARTY
WALLS, PARKING, EASEMENTS, AND ENCROACHMENTS ARE BASED SOLELY ON ABOVE GROUND, VISIBLE
EVIDENCE, UNLESS ANOTHER SOURCE OF INFORMATION IS SPECIFICALLY REFERENCED HEREON.
10.) NO ATTEMPT WAS MADE TO DETERMINE WETLANDS OR OTHER ENVIRONMENTAL ISSUES, UNLESS
OTHERWISE NOTED.
/'i!r! \� 11.) ALL PROPERTY CORNER ARE#4 REBAR UNLESS STATED OTHERWISE.
RANDALL E. BAKER ��, //' �/ //!r� Iti Lam_ _ 12.) BROKEN PROPERTY LINES ARE SHOWN FOR REFERENCE ONLY AND HAVE NOT BEEN SURVEYED.
E KATHRYN B. BAKER
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"I, PATRICK J.CORLESS,JR,CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT AND RESPONSIBLE
- CHARGE FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION;THAT THIS GROUND SURVEY WAS
N � � PERFORMED AT THE 95th PERCENT CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE
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W 1 r����� - - ,/ \�� TO THE ACCURACY OF CLASS A VERTICAL ACCURACY;THAT THE ORIGINAL DATA WAS OBTAINED ON OCTOBER
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STATE PLANE COORDINATES'NAD 83' (REALIZATION 2011)AND ELEVATIONS ARE BASED ON '^VD E. I
1 \ / .'' s�sy�4 ,� ,- - -/� DATE OF PLAT OR MAP: NOVEMBER 10,2023
#5 REBAR ' ' '�- '� / - .' (SURVEYORS SEAL) (SIGNATURE O SURVEYOR)
/
PRINTED NAME:PATRICK J.CORLESS,JR
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Q. Q /, (PROFESSIONAL LAND SURVEYOR)
STATE OF: NORTH CAROLINA
SEAL
REGISTRATION NO. L-5509
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PAUL E KING
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9 WATER VALVE '' ' / \ ' / �/
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y FIRE HYDRANT , r ��� �FeP ,r /' ' /// JURISDICTIONS OF LOCAL,STATE,AND/OR FEDERAL AGENCIES,IF ANY.THE REQUIREMENTS OF SAID RULES,
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' ,r' JOHN T CHEPUL ABOVE GROUND OBSERVATIONS AND/OR (BY GRAPHIC PLOTTING ONLY) PLANS, PLATS OR DEEDS
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DB. 2010 PG. 415 ,� , //r' / 1 11VV= 634.29
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! INV= 635.13
\
D \ GRAVEL DRIVE '�f ! �� / �'/' // i \ \ D
/
JAMES VAC A r ,�' ,/ /' ,� ,/ f r TAX MAP ID.- 06225041"01 \
1NV.= 632.58 / / r
PB. 340 PG. 228
N/F
LEE KRISTYNA CULP >s ► �� �,'i� ,' ,'� i' ,'
- NEAL OLEN CALDWELL \, INV=1 B32 12I O� -� i ,� ,' /'
TAX MAP ID.• 06225045 \`, ,, ,' ,' ,' SURVEYOR'S CERTIFICATION:
\ DB. 6602 PG. 477
PB. 340 PG. 228 ,' "I,PATRICK J.CORLESS,JR,CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT AND RESPONSIBLE
10 CHARGE FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION;THAT THIS GROUND SURVEY WAS
T - r / ,' PERFORMED AT THE 95th PERCENT CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE
f 6a „ i ' �� /' // ,' , STANDARDS;THAT THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR A TOPOGRAPHIC SURVEY
TO THE ACCURACY OF CLASS A VERTICAL ACCURACY;THAT THE ORIGINAL DATA WAS OBTAINED ON OCTOBER
,0 31,2023;THAT THE SURVEY WAS COMPLETED MAY 5,2023;COORDINATES ARE BASED ON NORTH CAROLINA
STATE PLANE COORDINATES'NAD 83' (REALIZATION 2011)AND ELEVATIONS ARE BASED r'_ NA D
GRAVEL DRIVE \\`. ' ' / 0 � �� , / ��. \ /' , / i/ / ' j/ DATE OF PLAT OR MAP: NOVEMBER 10,2023\ (SURVEYOR'S SEAL) (SIGNATUR O,c
SURVEYOR)
N/F �� �� + ,r
K M NICOLE ENGLISH ���� ,� / ' ,/ / / PRINTED NAME: PATRICK J.CORLESS,JR
i ON r �
+ //i ' #5 REBAR _--------'� / ,r / / H CAl1II''�.
TAX MAP 1D.• 06225044 -_ \\ - �15"CMP ��� ,' \ rr ,/ , `�� 0,(,. --S..RQZ'/" (PROFESSIONAL LAND SURVEYOR)
�\ OH INV.= 629.15 f' _ \ r r , tij I I ¢i S%
DS. 69218 PG. 122 + t r 15"RCP �� �_�,_- ' r C f0 , / !�.' O O ••,'rr STATE OF: NORTH CAROLINA
1 5 r ---•------ � SPIGOT/ / r
INV= 630.60 ---------------
PB. 340 PG. 228 , I + r �
oSEAL .
----------- ___ _ -
+ - �� r ------
`�`_ ` 15" CM 5 - --____- REGISTRATION N
_ s •___-__-_ \ r'' j k !r ter' -7 �7 1 � O. L 5509
_ _
` PAVEMENT DRIVE - - '/ __ ---- �____ _ y - ____-__ �,� I I co ,�, ,'
�+ _ -----_ g'�
15 CMP 15" ` � �r ,/ J' •. ..••'G�g�`.�
INV= 625.97r~ + +INV.= 629.28'
` I --------- - ----- I r , ��
15"CM 51 I t 629 �
loll
INV. 625,58'
--------------- --- - I /
628------ rr r'f 5 BAR_----- ---
-RE •
_# Civil & Environmental Consultants, Inc.
3701 Arco Corporate Drive • Suite 400 • Charlotte, NC 28273
CONCRETE DRIVE \ ,, ,' r' �' V, i r •� Ph: 980.237.0373 Fax: [phone]
www.cecinc.com
----- --627------
HERITAGE AT MARVIN SUBDIVISION
15" AMP r � ,' _ �' '� '' VILLAGE OF MARVI N
INV.= 623.24 \# l -_ � ' � \, � i ' r' /'' 6�0. /I �� �\ �\
,.- t 15"CUP UNION COUNTY,
r AV 62314
NORTH CAROLINA
~62 3 INV= 622.69
` 15"CUP // ,/
INV.= 622.91 - ,� \ / , III f �\ �` - - ___ DRAWN BY: J M H I CHECKED BY: SMH APPROVED BY: PJC
PAVEMENT DRIVE N/F N F •� � �� DATE: SEP. 30, 2023 DWG SCALE: 1"=30' PROJECT NO: 326-256
A STEVEN S. PETERSON I CONCRETE DRIVE RANDALL E BAKER .' % 1 r + ,�__ DRAWING NO.:
LUCINDA A. PETERSON I KATHRYN B. BAKER ��� ,'' 1'Il' ++ TOPOGRAPHIC SURVEY
TAX MAP ID.• 06225042 �G ,' ,� / IrL `, SCALE IN FEET VILLAGE OF MARVIN 4
TAX MAP ID.- 06225043 �
D8. 5369 PG. 507 A -_ ----_
PB. 340 PG. 228 DB. 0995 PG. 500 � ��, .� ; \ � I - - --, +
PB. 340 PG 228 a 30 �o UNION COUNTY, NORTH CAROLINA
SHEET 4 OF 6
r -
6 7 C 5 4 3 1i

8 7 6 5 3 2
REVISION RECORD
EXISTING LEGEND: NO DATE DESCRIPTION
H ' ' ' � ~L `
r' PROPERTY LINES 0
i � �x'
' 0 ,' r' - i +\ +\ `\�`L_ } II i i /' yam' ST EXISTING STORM SEWER LINE 0
Al
EXISTING TREELINE
SUBMITTAL RECORD
E I m - 24" CUP UG-E EXISTING UNDERGROUND ELECTRIC NORTH
1+ f OH- ,\ I ,�' m �� ++ \\ �`� I+ `� lNV.= 653-61 NO DATE DESCRIPTION
------- EXISTING INDEX CONTOUR
0 _ x ' ��``�+ �+ ? ��� ++ 5\, y --- EXISTING INTERMEDIATE CONTOUR
OH— �� \ 11 r i\+\ �+ ��\ , x x x EXISTING FENCE
II ,
1`, 1+'\ ------ �` T EXISTING TELEPHONE LINE
EDGE OF GRAVEL
Ac / - \` f INV=
� 550.31 MA Fo FIBER OPTIC MANHOLE
r �
--__--\` SHEET 6 EXISTING TELEPHONE PEDESTAL
® STORM MANHOLE
TQ EXISTING INDEX CONTOUR
GUY WIRE
® MAILBOX
NIF
l \ ROEBLING LLC
SIGN
TAX MAP ID.• 06225036 °0
DB. 7166 PG. 001 e WATER VALVE
PB. 340 PG 228
FIRE HYDRANT
WATER METER
t
t TV
POWER POLE
}r FIBER OPTIC PULL BOX
' �• / r
IINV CM643.33 i r/ r' FIBER OPTIC MARKER
r' - J \N 0 UTILITY POLE
R.O.W. RIGHT OF WAY
l
--645-- J I ,
F _�� I } } cup . rr • IRON FOUND
12-CMP I I �! 638-78
_ ❑E ELECTRIC BOX
34
GRAVEL DRIVE' ,` ~'~ l Y `-, \1.34
ss I r c
CABLE PEDESTAL
I
0 II I \ , �r FIRE DEPARTMENT CONNECTION
INV.= 636.41
XI I I \ I r r
E
I � I
I {x
I ' II
KEVIN S ORMISTON I I \ r ,� r ,' /' i
COURTNEY A ORMISTON i i cad i / / r' i ' r ! +i i i
TAX MAP ID: 06225048
DB. 8493 PG. 70
PB. 340 PG. 228 I I ' / "� / / r r r\ I r I \ I V CMP
I V! � {p O1 , r! r r � + i [� INV.= r644f 91 ll
�[ SURVEYOR'S NOTES:
I / / / ' r ! r �� r - �� + GRAVEL DRIVE 1.) PURSUANT TO THE PROVISIONS OF THE NORTH CAROLINA CODE OF LAWS,THIS PLAN,SPECIFICATION,OR
101 r� /r t PLAT SHALL NOT BE FILED WITH PUBLIC AUTHORITIES WITHOUT THE SEAL,SIGNATURE,AND DATE AFFIXED.
FURTHERMORE, IF THIS PLAN,SPECIFICATION,OR PLAT DOES NOT HAVE A SEAL THAT IS SIGNED AND
DATED,IT SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN A PRELIMINARY STUDY DRAWING AND WILL
I 72"CUP BE CONSIDERED A WORK IN PROGRESS.
! INV- 645.28 NSF 2.) THE WORDS "CERTIFY", "CERTIFIES" OR "CERTIFICATION" AS USED HEREIN ARE UNDERSTOOD TO BE AN
r GARY F ROSE
F r r rl ! r 1 ►I r I ! r r !r ELIZ49ETH O ROSE EXPRESSION OF PROFESSIONAL OPINION BY THE SURVEYOR, BASED UPON HIS BEST KNOWLEDGE, D
1r r I i' 1 1/ 1 I r I I I 1 r TAX MAP ID. 062250J7 INFORMATION AND BELIEF, AS SUCH, DO NOT CONSTITUTE A GUARANTEE NOR A WARRANTY, EXPRESSED
D& 7365 PG. 0783
1 ! ! 1 I f OR IMPLIED.
x� PB. 340 PG. 228
1 I 1 r cp 1 1 I I I I \\ 3.) THE PROFESSIONAL SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS
1 I r I I I I \ OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER
I I + I I I \
x I r r I I I \ FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. THIS SURVEY DOES NOT
�i CONSTITUTE A TITLE SEARCH BY THE SURVEYOR.
1 r I 6 ! rr IW , I
Irl Ir i 4.) PROPERTY SHOWN HEREON IS SUBJECT TO THE RULES, REGULATIONS, ORDINANCES, AND/OR
JURISDICTIONS OF LOCAL,STATE,AND/OR FEDERAL AGENCIES, IF ANY.THE REQUIREMENTS OF SAID RULES,
REGULATIONS, ORDINANCES, AND/OR THE LIMITS OF SAID JURISDICTIONS ARE NOT SHOWN HEREON
!r !
UNLESS STATED OTHERWISE.
++ r1 j I 5.) THE BASIS OF BEARING IS GRID NORTH DERIVED FROM VIRTUAL REFERENCE STATION METHODS USING THE
NORTH AMERICAN DATUM OF 1983 (NSRS 2011)STATE PLANE COORDINATES, NORTH CAROLINA ZONE 3200.
1 ! 1 I I 1r 11
r r / THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 ELEVATIONS BASED ON GEOID
f 2018.THIS DATUM WAS DERIVED FROM THE VIRTUAL REFERENCE STATION OF NORTH CAROLINA.
1
! '
j 6.) ALL DISTANCE SHOWN ARE HORIZONTAL GRID DISTANCES UNLESS OTHERWISE NOTED.
DISTANCES SHOWN ARE IN US SURVEY FEET AND DECIMALS THEREOF UNLESS OTHERWISE NOTED.
7.) THE UNDERGROUND UTILITIES SHOWN WERE LOCATED FROM ABOVE GROUND EVIDENCE OR EXISTING C
DRAWINGS PROVIDED BY VARIOUS SOURCES. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE
PLANS.THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN.
rf I lIr j p rr 8.) ALL PIPE SIZES, MATERIALS, DIRECTIONS AND INVERTS (FLOW), ARE APPROXIMATE AND BASED SOLELY ON
ABOVE GROUND OBSERVATIONS AND/OR (BY GRAPHIC PLOTTING ONLY) PLANS, PLATS OR DEEDS
1 r
PROVIDED BY THE ISSUING GOVERNMENT AGENCY.
9.) ALL STATEMENTS HEREON RELATED TO UTILITIES, IMPROVEMENTS, STRUCTURES, BUILDINGS, PARTY
11"CMP WALLS, PARKING, EASEMENTS, AND ENCROACHMENTS ARE BASED SOLELY ON ABOVE GROUND, VISIBLE
INV.= 644.22 - EVIDENCE,UNLESS ANOTHER SOURCE OF INFORMATION IS SPECIFICALLY REFERENCED HEREON.
10.) NO ATTEMPT WAS MADE TO DETERMINE WETLANDS OR OTHER ENVIRONMENTAL ISSUES, UNLESS
OTHERWISE NOTED.
r L
11.) ALL PROPERTY CORNER ARE#4 REBAR UNLESS STATED OTHERWISE.
r BIT DRIVE
/ / � / I 12"CUP —�_
I VO ,r ' / I INV.= 643.67� (D-PICAL CHANGE) 12.) BROKEN PROPERTY LINES ARE SHOWN FOR REFERENCE ONLY AND HAVE NOT BEEN SURVEYED.
I IU�FVIA
E3 ��Q� /,� % Ipi ,-' GARY CARTER SURVEYOR'S CERTIFICATION: A
/ ANDI CARTER
i'� �` - TAX MAP ID: 06225038 LA
DB. 5710 PG. 147 "I,PATRICKJ.CORLESS,JR,CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT AND RESPONSIBLE Civil & Environmental Consultants Inc.
PB. 340 PG. 228 CHARGE FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION;THAT THIS GROUND SURVEY WAS j
PERFORMED AT THE 95th PERCENT CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE 3701 Arco Corporate Drive - Suite 400 • Charlotte NC 28273
\ \ , STANDARDS;THAT THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR A TOPOGRAPHIC SURVEY P '
0�/j�-E I �' r� ,' i l / TO THE ACCURACY OF CLASS A VERTICAL ACCURACY;THAT THE ORIGINAL DATA WAS OBTAINED ON OCTOBER Ph: 980.237.0373 • Fax: [phone]
\\ �/ r' l I i' 31,2023;THAT THE SURVEY WAS COMPLETED MAY 5,2023;COORDINATES ARE BASED ON NORTH CAROLINA www.cecinc.com
\\ `\ T�Jr' l I r' , , / ,i' % STATE PLANE COORDINATES'NAD 83' (REALIZATION 2011)AND ELEVATIONS ARE BASED r."'NAVD 8�'. !
HERITAGE AT MARVIN SUBDIVISION
/ \
Y2 CPP DATE OF PLAT OR MAP: NOVEMBER 10,2023
�#VV 640.76 / (SURVEYOR'S SEAL) (SIGNATUR OF SURVEYOR) VILLAGE OF MARVIN
UNION COUNTY
PRINTED NAME: PATRICKJ.CORLESS,JR '
.� '� " �' E ) NORTH CAROLINA
��' ASS - �'r {PROFESSIONAL LAND SURVEYOR
/l - � 2-CPP �� !r STATE OF:NORTH CAROLINA
s4o.�-- r I GRAVEL DRIVE
�- __ SEA
r; _ DRAWN BY: JMH CHECKED BY: SMH APPROVED BY: PJC
' /�/ ,�' ,11 _ .�: L-3.509 DATE: SEP. 30, 2023 DWG SCALE: 1"=30' PROJECT NO: 326-256
N�F �/// ' ' ' /,i' /,/' 7J� <7� DRAWING NO.:
'P REGISTRATION NO. L 5509
PAUL E KING suy y, TOPOGRAPHIC SURVEY
DEBORAH H KING ,�' 11 `\ ,' ,% � f�y���` SCALE IN FEET
MA VILLAGE OF MARVIN
TAX MAP ID: 06225047 "r/r 1 r r s ���'
DB. 6963 PG. 379 5
SHEET 4 ,/' // Q ,' ,/' ,,' O 30 sa UNION COUNTY, NORTH CAROLINA
PH 340 PG. 228 ,' / ' ,' SHEET 5 OF 6
8 7 6 5 4 3 1

3 7 6 5 4 3
EXISTING LEGEND: REVISION RECORD
NO DATE DESCRIPTION
— — PROPERTY LINES
ri
ST EXISTING STORM SEWER LINE 0
EXISTING TREELINE
UG—E EXISTING UNDERGROUND ELECTRIC ; SUBMITTAL RECORD
N 1 l
-------- ------- EXISTING INDEX CONTOUR Q
/ , TH NO DATE DESCRIPTION
----------------- EXISTING INTERMEDIATE CONTOUR /1
I
x x x EXISTING FENCE �/ ��,' II\
— T — EXISTING TELEPHONE LINE
EDGE OF GRAVEL
Fo FIBER OPTIC MANHOLE
� EXISTING TELEPHONE PEDESTAL +/%%
O STORM MANHOLE /
TO EXISTING INDEX CONTOURr6Z' /
/
GUY WIRE
® MAILBOX
SIGN
9 WATER VALVE
FIRE HYDRANT �.—
W WATER METER
POWER POLE
J FIBER OPTIC PULL BOX
FIBER OPTIC MARKER CONCRETE DRIVE �k�i/cif
0 UTILITY POLE
R.O.W. RIGHT OF WAY .IN RCP
���= V.= 657.06 /
• IRON FOUND
/
F ELECTRIC BOX
CABLE PEDESTAL / Ar
FIRE DEPARTMENT CONNECTION
`
12'RCP ,
k11%1NV.= 655.56 F /
CONCRETE DRIVE
[36 ,,
CONCRETE DRIVE
'2NV c P so \ ,' EDGE OF BRICK
E CASIE S ONOVEC �/—— /CPP \
KEITH SVONOVEC �} I// ,
=1/NV +655.79
TAX MAP ID: 06225055 I 1
DB. 7348 PG. 0547
PB. 340 PG. 228
SURVEYOR'S NOTES:
N F i' / •� �' 1.) PURSUANT TO THE PROVISIONS OF THE NORTH CAROLINA CODE OF LAWS,THIS PLAN,SPECIFICATION,OR
THOMAS BRAN FEENEY 1 , ' / /� / ,'l PLAT SHALL NOT BE FILED WITH PUBLIC AUTHORITIES WITHOUT THE SEAL,SIGNATURE,AND DATE AFFIXED.
DEBRA X/QUES FEENEY 1 ,'' ,' / ,�' / �''/ ' FURTHERMORE,IF THIS PLAN,SPECIFICATION,OR PLAT DOES NOT HAVE A SEAL THAT IS SIGNED AND
TAX MAP ID.• 06225054 �' ,' ,' ,i �/� i ^���/ /' NY DATED, IT SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN A PRELIMINARY STUDY DRAWING AND WILL
DB. 7104 PG. 484 � ' � � .'�' / '�� � }a' �' /' BEI�ERLY B LETT
' ' i _/S / .� BE CONSIDERED A WORK IN PROGRESS.
PB. 340 PG 228 ,' ,' ,� ,' / SCOTT EDWARD LETT
TAX MAP ID.' 06225021
0 �� �// ���' D 2.) THE WORDS "CERTIFY", "CERTIFIES" OR "CERTIFICATION" AS USED HEREIN ARE UNDERSTOOD TO BE AN
84D6 PG B. . EXPRESSION OF PROFESSIONAL OPINION BY THE SURVEYOR, BASED UPON HIS BEST KNOWLEDGE,
� p� GRAVEL DRIVE ,1 i � ,'� ,'� �' -' : ��' ��� �•' - _' �/•��• PB. 340 PG 228 228 C
/ _ , r \ INFORMATION AND BELIEF, AS SUCH, DO NOT CONSTITUTE A GUARANTEE NOR A WARRANTY, EXPRESSED
H-E' '~~1 OR IMPLIED.
3.) THE PROFESSIONAL SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS
�' ,�' ��� 1-652j.� -� 1 �`�� ,�• ,/ OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER
FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. THIS SURVEY DOES NOT
� /� CONSTITUTE A TITLE SEARCH BY THE SURVEYOR.
Q 1 �' \ 4.) PROPERTY SHOWN HEREON IS SUBJECT TO THE RULES, REGULATIONS, ORDINANCES, AND/OR
SPIGOT Q \_ i - �• / \ - '- ,' /�� \ JURISDICTIONS OF LOCAL,STATE,AND/OR FEDERAL AGENCIES,IF ANY.THE REQUIREMENTS OF SAID RULES,
'�--
i REGULATIONS, ORDINANCES, AND/OR THE LIMITS OF SAID JURISDICTIONS ARE NOT SHOWN HEREON
UNLESS STATED OTHERWISE.
LANE 6� - ~�� �/' ��/��-FROM"FIRE 5.) THE BASIS OF BEARING IS GRID NORTH DERIVED FROM VIRTUAL REFERENCE STATION METHODS USING THE
c 01�,�R�K L - E R/w / � / ' TOP = 65335 NORTH AMERICAN DATUM OF 1983(NSRS 2011)STATE PLANE COORDINATES,NORTH CAROLINA ZONE 3200.
PA\CMENT MFA0 OW
Yr,,ar� _ =,' ,•' �/' ''� THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 ELEVATIONS BASED ON GEOID
i ,'� ,i +EDGE OFQ PR `/ 2018.THIS DATUM WAS DERIVED FROM THE VIRTUAL REFERENCE STATION OF NORTH CAROLINA.
NT _ - / . 6.) ALL DISTANCE SHOWN ARE HORIZONTAL GRID DISTANCES UNLESS OTHERWISE NOTED.
-------------- ~- l` (�� OF ppVEM� _ _ �� /� /,�
. / fo - DGE Y~ DISTANCES SHOWN ARE IN US SURVEY FEET AND DECIMALS THEREOF UNLESS OTHERWISE NOTED.
7.) THE UNDERGROUND UTILITIES SHOWN WERE LOCATED FROM ABOVE GROUND EVIDENCE OR EXISTING
_ DRAWINGS PROVIDED BY VARIOUS SOURCES. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE
0 - i �� �'' '� ppVEME �y �j ,�'`. \`.652__ Y�H PLANS.THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN.
Cog 0
kn 1 ti _.55 '- l - - �,' ,��,� 8.) ALL PIPE SIZES, MATERIALS, DIRECTIONS AND INVERTS (FLOW), ARE APPROXIMATE AND BASED SOLELY ON
41 / N- - _ ,� ABOVE GROUND OBSERVATIONS AND/OR (BY GRAPHIC PLOTTING ONLY) PLANS, PLATS OR DEEDS
_ _ PROVIDED BY THE ISSUING GOVERNMENT AGENCY.
I s' 41. r OF PA `\� \` 652 ~z I / `b55 + 9.) ALL STATEMENTS HEREON RELATED TO UTILITIES, IMPROVEMENTS, STRUCTURES, BUILDINGS, PARTY
ON-E 6 ,65� WALLS, PARKING, EASEMENTS, AND ENCROACHMENTS ARE BASED SOLELY ON ABOVE GROUND, VISIBLE
EVIDENCE, UNLESS ANOTHER SOURCE OF INFORMATION IS SPECIFICALLY REFERENCED HEREON.
6___65� 56' -' i%'
a \\v-_-` 1 7 Q1 (/ II } /'/ ' ,656 ��'' 10.) NO ATTEMPT WAS MADE TO DETERMINE WETLANDS OR OTHER ENVIRONMENTAL ISSUES, UNLESS
OTHERWISE NOTED.
i / �N / I / \ - I / / / /
�� ���'' . �' , J, � �3 I ►� \ \ \ � ti � � / � r �� 11.) ALL PROPERTY CORNER ARE#4 REBAR UNLESS STATED OTHERWISE.
12.) BROKEN PROPERTY LINES ARE SHOWN FOR REFERENCE ONLY AND HAVE NOT BEEN SURVEYED.
0 24"CUP
x I S1 SURVEYOR'S CERTIFICATION:
B — J I 11ti I` 1\ \\\ `h I✓
i � 1 1
X I '� 1� 4 5 {i� l 1\ 1� �\ `�
`� "I,PATRICK J.CORLESS,JR,CERTIFYTHAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT AND RESPONSIBLE
1� _�,650__ 1 11 \5 -`--- CHARGE FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION;THAT THIS GROUND SURVEY WAS Civil & Environmental Consultants, Inc.
�'\\ 11 \ - -\\ `� `�\ y PERFORMED AT THE 95th PERCENT CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE 3701 Arco Corporate Drive Suite 400 Charlotte NC 28273
STANDARDS;THAT THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR A TOPOGRAPHIC SURVEY P
- �� �� TO THE ACCURACY OF CLASS A VERTICAL ACCURACY;THAT THE ORIGINAL DATA WAS OBTAINED ON OCTOBER Ph: 980.237.0373 . Fax: [phone]
-_--- __�\ `� `� 24'CMP 31,2023;THAT THE SURVEY WAS COMPLETED MAY 5,2023;COORDINATES ARE BASED ON NORTH CAROLINA wVVW.cecinc.com
f 1NV= 650.31 STATE PLANE COORDINATES'NAD 83' (REALIZATION 2011)AND ELEVATIONS ARE BASED 'ti NA\'0 8 i
` 1 MATCHLINE
_ - ,--- S"EET 5 HERITAGE AT MARVIN SUBDIVISION
/ \ \ DATE OF PLOT OR MAP: NOVEMBER 10,2023 VILLAGE O F MARVIN
(SURVEYOR'S SEAL) (SIGNATURE F SURVEYOR)
-
x �
UNION COUNTY,
I `,�Sti1111l11l1//
� ��H CgRO '�i (PROFESSIONAL LAND SURVEYOR)
N/F �o 0F,Gss;o�.y; NORTH CAROLINA
Tr --~ ROEBLING LLC ':y STATE OF: NORTH CAROLINA
' �!�'�� i �� - TAX MAP % o6225D36 SEAL r DRAWN BY: JMH CHECKED BY: SMH APPROVED BY: PJC
I 4c - q7 11 r ' /�'�`� \\\ DB. 7166 PG. 001 = i 6 r PB. 340 PG. 228 ' f t-5 DATE: SEP. 30, 2023 DWG SCALE: 1 =30 PROJECT NO: 326-256
A ��.7 �; `� REGISTRATION NO. L-5509 DRAWING NO.:
' s +'' S•.` TOPOGRAPHIC SURVEY
,� I ,/` /o /'/ \� ��'� � CQis►►E,',,``� SCALE IN FEET VILLAGE OF MARVIN
UNION COUNTY NORTH CAROLINA 6
0 30 60 SHEET 6 OF 6
6 7 6 5 4 3 1 i

3 ? 6 5 4
EXISTING LEGEND:
EXISTING PROPERTY LINE
- - EXISTING ADJACENT PROPERTY LINE
r.,
--- APPROXIMATE RIGHT-OF-WAY BY OTHERS
R/V SURVEYED RIGHT-OF-WAY
coo EXISTING EASEMENT
NORTH ----- EXISTING INDEX CONTOUR
---- EXISTING INTERMEDIATE CONTOUR
—x x x— EXISTING FENCE U
W o
EXISTING WOODEN FENCE
FM EXISTING SANITARY SEWER LINE Z v
O
w
SAN EXISTING FORCE MAIN LINE N ❑
ST EXISTING STORM SEWER LINE Lu
EXISTING TREELINE
OH-E OVERHEAD WIRE
• IRON PIPE FOUND
® COMPUTED POINT
w
■ R/W MONUMENT FOUND o
® MAILBOX
0
�S SANITARY MANHOLE z
SIGN
LIGHT STANDARD U
A WATER VAL VE
I�1 a0
FIRE HYDRANT O
Ln
RISER PIPE r
F EDGE OF CONCRETE GUY WIRE CIS as F
- -- _ ---- _ GUY WIRE t
�- /_ -
��— =r'--------------- TELEPHONE PEDESTAL N
-�ARN_~ -��t \�I- y - �� ELECTRIC PULL BOX
RCP\ Off{ __ /� n
~ c� E
�\\ __ ---- '`�/ I FIBER OPTIC PULL BOX o
�4 Q 13" `� 6g p �\ FOUNDS REBA �ENT��/ O U
! FIBER OPTIC MARKER 1 1 00 c
CABLE PEDESTAL A c U
E'er 15' RCP --------- L-6g8_ �� ,� 6g N
N INV.= 695.73 � D _ � T— /, �o� O � \ �_ � �
~� 9S UTILITY POLE 1 L� � N �
TRANSFORMER 1 N
0 TELEPHONE CABINET iN C N
-------------
�02`_ _ _ _�/ .,..� he
- -
01c.
+~ -_- ERFNC �'9V - - -�`-- I-- _/_ EDGE OF GRAVEL
- FOUND
REBAR
a6,'',R/W CAP
--- 12 RC ♦ 5 RCP` \
------------------- _ `�9R gO---1N_V.= 696.69 699_ I NV= 6f -155"
8.0 \
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I 1.) THE BASIS OF BEARING IS GRID NORTH DERIVED FROM VIRTUAL REFERENCE STATION METHODS USING THE NORTH AMERICAN DATUM J
N OF 1983 (2011) STATE PLANE COORDINATES, NORTH CAROLINA ZONE 3200. Q
R cc
THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 ELEVATIONS BASED ON GEOID 2018. THIS DATUM WAS SURVEYOR'S CERTIFICATION: W Z
DERIVED FROM THE VIRTUAL REFERENCE STATION OF NORTH CAROLINA. > ; V r
B 2.) THERE WAS NO NGS OR NCGS MONUMENT OBSERVED WITHIN 2000 FEET OF THE SUBJECT PARCEL. °I,PATRICKJ.CORLESS,JR,CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT AND RESPONSIBLE _ ; o
CHARGE FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION;THAT THIS GROUND SURVEY WAS m
3.) IF THIS MAP DOES NOT HAVE AN ORIGINAL SIGNATURE AND SEAL, IT IS NOT VALID. PERFORMED AT THE 95th PERCENT CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE ch ~ Z Y
Z, 4.) PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAYS, EASEMENTS AND RESTRICTIONS WHICH MAY EXIST OR RECORD OR STANDARDS;THAT THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FORATOPOGRAPHIC SURVEY (� ¢ w
NOT OF RECORD. TO THE ACCURACY OF CLASS A VERTICAL ACCURACY THAT THE ORIGINAL DATA WAS OBTAINED ON OCTOBER 31, O p U
2023;THAT THE SURVEY WAS COMPLETED MAY 5,2023;COORDINATES ARE BASED ON NORTH CAROLINA ST, TE = O Z
5.) ALL DISTANCE SHOWN ARE HORIZONTAL GRID DISTANCES UNLESS OTHERWISE NOTED. PLANE COORDINATES'NAD 83' (REALIZATION 2011)AND ELEVATIONS ARE BASED O W cm e
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DISTANCES SHOWN ARE IN US SURVEY FOOT AND DECIMALS THEREOF UNLESS OTHERWISE NOTED. T
0 6.) PROPERTY SHOWN HEREON IS SUBJECT TO THE RULES, REGULATIONS, ORDINANCES, AND/OR JURISDICTIONS OF LOCAL, STATE, (� a Z o
AND/OR FEDERAL AGENCIES, IF ANY. THE REQUIREMENTS OF SAID RULES, REGULATIONS, ORDINANCES, AND/OR THE LIMITS OF SAID DATE OF PLAT OR MAP: NOVEMBER 10,2023 O J
(SURVEYOR'S SEAL) (SIGNATUR OF SURVEYOR) J W
JURISDICTIONS ARE NOT SHOWN HEREON UNLESS STATED OTHERWISE. a O m
PRINTED NAME: PATRICK J.CORLESS,JR O > U 2
N 7.) THIS IS NOT A BOUNDARY SURVEY. Z Q
8.) THE SUBJECT PARCEL SURVEYED IS LOCATED IN A MINIMAL FLOOD ZONE. (PROFESSIONAL LAND SURVEYOR) O Z
o FLOOD PLAIN ZONE: X �`�[�N CAr''rrr, STATE OF: NORTH CAROLINA p m
v Q�• '' gS' ��j i = < evil o0
FEMA PANEL NUMBER: 3710445500J �•' . '�,, Z -1 Z ❑
EFFECTIVE DATE: 10/16/2008 2`. OF �O'•.?+
9.) PLAT REFERENCE: _ ' Q� SEAL � y REGISTRATION NO. L-5509 0 0 0
`i A. LOCATION AND SURVEY:
A DRAWING NO.:
PROJECT REFERENCE: U-6088 D'
o SHEET NO: RW04 •�
o SCALE IN FEET �'�� $ y 5 sv=02
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EXISTING LEGEND:
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F� --- APPROXIMATE RIGHT-OF-WAY BY OTHERS
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` BENCHMARK REBAR W/ CAP -
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NORTH �`
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ti SURVEYOR'S NOTES: ; `',`\ +__,/ Q �
f r Z
1 ' !� � � �\ \ N 1024'5 W
0 1.) THE BASIS OF BEARING IS GRID NORTH DERIVED FROM VIRTUAL REFERENCE STATION METHODS USING THE NORTH AMERICAN DATUM W ,` \\ \,35.28' J
ro OF 1983 (2011) STATE PLANE COORDINATES, NORTH CAROLINA ZONE 3200. '/ Ir \\\� m W /� \y Q
THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 ELEVATIONS BASED ON GEOID 2018. THIS DATUM WAS �� r\\r V.
,
SURVEYORS CERTIFICATION, LLI
DERIVED FROM THE VIRTUAL REFERENCE STATION OF NORTH CAROLINA. �! ,!, \��' yl\. Z Q
N B 2.) THERE WAS NO NGS OR NCGS MONUMENT OBSERVED WITHIN 2000 FEET OF THE SUBJECT PARCEL. IJI N�� IyL J 15" CPP "I,PATRICK J.CORLESS,JR,CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT AND RESPONSIBLE _ CC V } m B
3.) IF THIS MAP DOES NOT HAVE AN ORIGINAL SIGNATURE AND SEAL, IT IS NOT VALID. /� I �\ \\ V. 681.06 CHARGE FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION;THAT THIS GROUND SURVEY WAS (� Q x z w
PERFORMED AT THE 95th PERCENT CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE
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4.) PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAYS, EASEMENTS AND RESTRICTIONS WHICH MAY EXIST OR RECORD OR FOUND REBAR ' 1
WITH DOT R/W CAP !
STANDARDS;THAT THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR A TOPOGRAPHIC SURVEY (} ¢ w
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NOT OF RECORD. / !�� `� / TO THE ACCURACY OF CLASS A VERTICAL ACCURACY THAT THE ORIGINAL DATA WAS OBTAINED ON OCTOBER 31, '"" LL O p U
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J t / DATE OF PLAT OR MAP: NOVEMBER 10,2023
ti AND/OR FEDERAL AGENCIES, IF ANY. THE REQUIREMENTS OF SAID RULES, REGULATIONS, ORDINANCES, AND/OR THE LIMITS OF SAID S 20'08W5" W ' J I /;;" I 64,01' M 13
J I i,/ (SURVEYOR'S SEAL) (SIGNATUR JF.URVEYOR) Q _1 LLJ
y JURISDICTIONS ARE NOT SHOWN HEREON UNLESS STATED OTHERWISE. 89.8 / I G/ a O m
PRINTED NAME: PATRICKJ.CORLESS,JR
7.) THIS IS NOT A BOUNDARY SURVEY. ,! V ,�\ I//, FOUND REBAR
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3 J / . / N 33'23 O 1" E }� / STATE OF: NORTH CAROLINA p m
FEMA PANEL NUMBER: 3710445500J ' / + ; ' �,`N v.• ... '', Z z
EFFECTIVE DATE: 10/16/2008 J / \ J 74.46'
9.) PLAT REFERENCE: \�' / _ Q SEAL ¢ w a
! / 1 : REGISTRATION NO. L-5509 H O a
A A. LOCATION AND SURVEY: �// ' y .+' DRAWING NO.: A
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EXISTING DRAINAGE DITCH
\ PID# 06240002B �\ _ — — \ LAND USE: RESIDENTIAL PC L FILE 536 — EXISTING FENCE LINE p
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\ / 0 / / / / / / / / \ \_ \ \` \ _ \ \ \ \ \ \ / PID# M ARD 07 •
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# / / / / / / _ � \ \ / I v
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\ . / �// �— / / / // / 1 I I \ � —_ --- \IIII \ — _ �• - � \ \ �. \ \ \ \ �--�— I PHILLIP E. O'DELL &
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