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Home My WebLink AboutNCC222365_Site Plan or Location Map_20220714I Cl1%CAIn- VICINITY MAP: (NOT TO SCALE) N !� ADJACENT LOT LINE - - - - - - �y ADJACENT R.O.W. LINE - - BUILDING / LOCUS BOUNDARY LINE C'� LOCUS BOUNDARY TIE FF� INTERIOR BOUNDARY LINES FROM RECORD �� CREEK CENTERLINE -••• ••• - SGC 9� BARBED WIRE FENCE EDGE OF CONCRETE •..: ,;: ,,., °. EDGE OF PAVEMENT EDGE OF SOIL DRIVE OVERHEAD WIRE O CENTERLINE OF ROAD - UNDERGROUND WATER LINE w StiTy�D� TREE LINE SOLID SMOOTH ROD F � REBAR "Q0,9 PIPE OQ AXLE ®o CONCRETE BOUND LOCUS STONE MONUMENT Q 5/8" REBAR TO BE SET COMPUTED POINT • TREE UTILITY POLE RAN RIGHT OF WAY C/L CENTERLINE OF ROADWAY 5/8' REBAR FOUND N� I PLUMB AND FIRM RICHARD J & CHRISTINE FLUSH I HLHO 353 ST 5/8' REBAR FOUND BOOK I PLUMB AND fIRM PB 25 PAGE 243 (LUSH I PARCEL ID. 466 927045. 000 S89 24 52 E 1152.52 TOTAL 34.03' ON LINE ICONCRETE MONUMENT FkUND---,,.- IRACT PLUMB AND FIRM�� • FLUSH 870- A' 8 0 875O�MER OF RECORD88� C 4t�AYNE ORBISON+ 55 8 5 N/F SONS INC �0RAMEY FAMILY TR ISTEPHEN D & AMY P 95�� BOOK 1049 PAGE 613 "�87"` 8 58 0 BOOK 2079 PACE 1911 FERGUSON `PB 25 PAGE 243 �'� I PLAT BOOK 57 PAGE 85BOOK 923 PAGE 440 -� \ PARCEL ID: 4669270089.000 8 PARCEL ID: 4669278063000 PARCEL 1D. 4669271901.00095 „ NORTH CAROLINA CERTIFICATION: "I, DANIEL J. FOGLEMAN, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTIONS RECORDED IN BOOK 2113, PAGE 1049, BOOK 613, PAGE 1376, AND MAP BOOK 25, PAGE 243); THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION FOUND IN MAP BOOK 57, PAGE 85, MAP BOOK 25, PAGE 243; THAT THE RATIO OF PRECISION AS CALCULATED IS 1:7500; THAT THE GLOBAL POSITIONING SYSTEM (GPS) SURVEY AND THE FOLLOWING INFORMATION WAS USED TO PERFORM THE GPS SURVEY:; THAT THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR A TOPOGRAPHIC SURVEY TO THE ACCURACY OF CLASS B AND VERTICAL ACCURACY WHEN APPLICABLE TO THE CLASS B STANDARD, AND THAT THE ORIGINAL DATA WAS OBTAINED ON 09-29-2021; THAT THE SURVEY WAS COMPLETED ON 11-22-2021; THAT CONTOURS SHOWN AS [BROKEN LINES] MAY NOT MEET THE STATED STANDARD; AND ALL COORDINATES ARE BASED ON NORTH CAROLINA STATE PLANE 'NAD 83' AND REALIZATION 'NSRS 2011' AND ALL ELEVATIONS ARE BASED ON NAVD 88." THAT THE SURVEY WAS COMPLETED ON 11-22-2021; AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56. 1600)." THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. THAT THIS PLAT MEETS THE REQUIREMENTS FOR G.S 47-30 F-11-C. THIS 24TH DAY OF NOVEMBER, 2021 l;l DANIEL J. FOGLEMAN, PLS LICENSE NUMBER: L-5414 N/F MICHAEL A SHINN BOOK 2006 PAGE 281 PARCEL ID: 4669373166.000 �A CAR *"',lei O EAL L 414/--- r�O9 OSURq •��%J .. .�1�15N�• �1��11 f i i��>>%� CONCRETE MONUMENT PLUMB AND FIRM ABOVE GRADE `790 1/2' REBAR PLUMB AND FIRM ABOVE GRADE N. 697078.02' E. 1464311.33' ELEV! 826.03' •900-- - �� t ��• S89 24 58 E 244. 0,5 1--905 5/8' REBAR FOUND / I % N8924'16"W 1184.41 5/8' REBAR FOUND 1 _ PLUMB AND FIRM FLUSH 1 N/F MARY P OVERCASH LI WNG TRUST BOOK 1232 PAGE 801 PARCEL ID. 4669165074.000 LINE TABLE LINE # LENGTH BEARING L30 123.36' N06'29'43"E L31 124.11' N05'55'12"E L32 114.01' N06'01'39"E L33 116.18' N05'35'37"E L34 116.91' NO3'48'43"E L35 75.46' N01'26'10"E L36 345.54' N00'44'35"E L37 185.55' N00'06'47"W L39 114.08' N00'31'11 "E L40 80.48' NO2'58'41 "E L41 114.45' N04'47'15"E L42 106.37' N04'56'01 "E L43 46.14' N05'36'24"E L44 17.80' N05'36'24"E L45 73.66' N06'02'16"E L46 107.51' N08'58'50"E L47 98.77' N15'28'35"E L48 44.74' N20'47752"E GENERAL NOTES: CLASS OF SURVEY: B 1) THIS PLAN AND ALL WORK ASSOCIATED WITH IT WAS PERFORMED POSITIONAL ACCURACY: 0.12 ±90 PPM. BY SGC SURVEYING NORTH CAROLINA, PLLC PURSUANT TO A TYPE OF GPS FIELD PROCEDURE: RTK. PROFESSIONAL SERVICES CONTRACT BETWEEN NEST HOMES AND DATES OF SURVEY: 09-29-21 SGC SURVEYING NORTH CAROLINA, PLLC. DATUM/EPOCH: NAD 83 (NSRS 2011) PUBLISHED/FIXED-CONTROL USE: OPUS 2) REFERENCE DEEDS FOR THE LOCUS PARCELS ARE DB 16E, PG 463, GEOID MODEL: GEOID 18 DB 2113, PG 1735 AND DB 1049, PG, 613. AS RECORDED AT THE UNITS: US SURVEY FEET IREDELL COUNTY REGISTRY OF DEEDS. COMBINED GRID FACTOR: 0.9998613901 3) THE BEARINGS SHOWN HEREON ARE REFERENCED TO NAD83 NC STATE PLANE 3200, REALIZATION MYCS2, 2017. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND FEET. STATE OF NORTH CAROLINA COUNTY OF IREDELL LU 4) NC GRID COORDINATES AS SHOWN HEREON ARE BASED 1-- Review Officer of Iredell UPON GPS OBSERVATION UTILIZING OPUS NETWORK RTK Oz S `+C County, certify that the map or plat to which this certification is affixed meets all statutory requirements for recording. SYSTEM AND ARE REFERENCED TO THE NAD 83 J (MYCS2-2017) DATUM. COMBINED GRID FACTOR 0.9998613901. IF SHOWN, VERTICAL POSITIONS ARE LU o Review Officer Date REFERENCED TO NAVD 88 (GEOID 18). z O 0 LU 5) NO SUBSURFACE INVESTIGATION HAS BEEN PERFORMED BY SGC LU SURVEYING NORTH CAROLINA, PLLC. NC 811 SHOULD BE LU CONTACTED PRIOR TO COMMENCING ANY EXCAVATION. (336-855-5760). 6) THIS PLAN IS THE RESULT OF A FIELD SURVEY CONDUCTED BY SGC SURVEYING NORTH CAROLINA, PLLC ON 09-29-2021. TRACT "A" AREA INSIDE OF R/W = 0.231 ACRES ± 7) NO PUBLISHED NCGS CONTROL FOUND WITHIN 2000' OF SITE. AREA OUTSIDE OF R/W = 8.673 ACRES ± a TOTAL AREA = 8.904 ACRES ± 8) FLOOD ZONE CLASSIFICATION IS FLOOD ZONE X AS DEPICTED BY FEMA FLOOD MAPS 3710466900J, DATED MARCH 18, 2008. U) TRACT "B" o 9) IREDELL COUNTY ZONING DISTRICTS PER GIS: AREA INSIDE OF R/W = 1.146 ACRES ± o 4669271345.000 - RA AREA OUTSIDE OF R/W = 115.747 ACRES ± Ji o 4669461190.000 - RA TOTAL AREA = 116.893 ACRES ± 0- 11) PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, RIGHTS OF WAYS, AND RESTRICTIVE COVENANTS OF RECORD. 12) NO TITLE SEARCH WAS PROVIDED FOR THIS SURVEY N/F DALE R EARNHARDT JR BOOK 2391 PAGE 678 PLAT BOOK 64 PAGE 122 LOT 2 PARCEL ID. 4669573540.000 PLUMB AND FIRM „• /25/8' ROD _ FLUSH PLUMB AND FIRM PLUMB AND FIRM - - - - 26.21' ON LINE hl I FLUSH FLUSH � 29.97' ON UNE 76s X ICI I t it /� 5 N C/ 40 NIF 1 l /� I N89 55 08"E ALAN & JULIE g I � � �� 2 90 �,�/y �// 850 // �� f KUCZMARKSKI I l o /%� _ 1 1/2' AXLE 1 / EANING AND FIRM 66, 26' BOOK 2828 PAGE 1789 • 65.0�'OQ E X L \� � 55- �_ //�(/ \ ABOVE GRADE PARCEL ID. 46692648OZ000 ro ( I \ � � N / \ / � \ � � / � � l ( �1 k � �'"� � IRON PIN SET IN 52' WillE OAK • I , I \\` \ \ \\ � , ��"_ I I `� (/�/ l r// ��` / /// �� // /�I /�I 1 ( l//� 8 S885738"E 938.50 - STUMP HOLE 60 845- �885� 81 IRACT 18' • I I� \�\� \ ` \\ \ \\\\� 8 MER OF 5 LIVDR CORD 10 ) \\ \\\ \ \.�� l I 8 5 /i� \ 1 AXLE \ I B \ \ ( 8,60 LEANING AND FIRM \\ \ \ \ 81/Q BOOK 2113 PG 1735 �' / I I , , 8 07 5 8 5 ABOVE GRADE `\ \ �\ 60 BOOK 16E PAGE 463 ��/ �¢5 FLOOD ZONE X 875 �� f 880 1( 8 /'� f PARCEL ID. 4669461�� 00 / 840 8 5 1 I I' f �� j 8 5 8 5/�� j//, 78 � 8 0 90 \ I I -- -� ~-/�30 �i . �j �� / I 81 20 8 5 8 5 b� 89 \�\\� 1� ��' i� `��\ 8�/ r-==_--�%/, 2 So l a0 f \ ,�� = 81�5 810 8 5 8 0 r 11 / FLOOD ZONE AE f / 8450 75 8 5 `� : /// /// /� r / ��' 1I / I / I l 8 FLOOD ZONE X ' 825-1 �1� // 1 //% 7 5 8 0 8�0 -r1 8 °70 � 80 l 865 'i i// 8 ° 81 815 I IMIW�)8 0 8 5 �\ N\ �--- /,/� / 8 50 8 58 a 0 �/ • I Jill �% A N8651'02W 1081.85 800- S43358 V 100.00 I I I STONE MONUMENT E1\ N/F KEWN S & THERESA A TWELL BOOK 2255 PAGE 347 PARCEL ID: 4669751962.000 CONCRETE MONUMENT PLUMB AND FIRM ABOVE GRADE All Zf / "// 8 5 / %//- �� i/ x _ x .® S85 53'S8"W 711.20 I 830 p 648.50 �n 2r� 574 26 5/ I I �• 8 0 8 5 o x X �� 15' ® FEMA FIRM LINE PER I a3 co �� MAP NUMBER 3710466900J � 8 5 x - `-�� f 1 �� PANEL 4669 �� N/F I 1 N7 ��\ �\ 5- I MARSH MCCONNEL FARM I `� I N I 9 0 -� CN I 846pp_= 1140 pp` �� x SnW 429 LLC I Ul I BOOK 2683 PAGE 702 N8T01 33"W 2J010®a -�� . - ��_- ` 5663 5-� PARCEL ID. 4669741608.000 9(?5 I I I I � I � N/F I O SOUAREIRON SHAFT OVERCASH ANGUS LLC PLUMB AND FIRM BOOK 1574 PACE 2303 PARCEL ID: 4669348138.000 1 1/2' PIPE FOUND PLUMB AND FIRM I ABOVE GRADE 00 00 N Z M J d LLJ of: IL 0 1- O o -17 LLJ �!L^ �..1 J Of 00 Z LLJ p m (fl L0 LL O LU C) �^ o oq U _U (.0 �L-j:t LU p�06 o� �^ o�W F M }(5 � Q Cn�U 0 z W Z Q C0 rT; 0 LU Q LU LL O LU LU aLL � z Y U 0 U CV CV -'t u CV c w DU) U) Q 0 Q LU U Q C') CV GRAPHIC SCALE: (IN FEET) 1"=200' 200 100 0 200 400