Loading...
HomeMy WebLinkAboutNCC230195_Site Plan or Location Map_20230125COMMITMENT NO. 116532-22 DLT SCHEDULE B. PART It EXCEPTIONS THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT, CONDITION, RESTRICTION, OR LIMITATION CONTAINED IN ANY DOCUMENT REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC COVENANT, CONDITION, RESTRICTION, OR LIMITATION VIOLATES STATE OR FEDERAL LAW BASED ON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, GENDER IDENTITY, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN. THE POLICY WILL NOT INSURE AGAINST LOSS OR DAMAGE RESULTING FROM THE TERMS AND PROVISIONS OF ANY LEASE OR EASEMENT IDENTIFIED IN SCHEDULE A, AND WILL INCLUDE THE FOLLOWING EXCEPTIONS UNLESS CLEARED TO THE SATISFACTION OF THE COMPANY: 1. ANY DEFECT, LIEN, ENCUMBRANCE, ADVERSE CLAIM, OR OTHER MATTER THAT APPEARS FOR THE FIRST TIME IN THE PUBLIC RECORDS OR IS CREATED, ATTACHES, OR IS DISCLOSED BETWEEN THE COMMITMENT DATE AND THE DATE ON WHICH ALL OF THE SCHEDULE B, PART I -REQUIREMENTS ARE MET. (NO MATTER OF SURVEY) 2. TAXES AND ASSESSMENTS FOR THE YEAR 2022 AND SUBSEQUENT YEARS, NOT DUE AND PAYABLE. i (NO MATTER OF SURVEY) 3. COVENANTS, CONDITIONS AND RESTRICTIONS, IF ANY, APPEARING IN THE PUBLIC RECORDS. (NO MATTER OF SURVEY) 14. EASEMENTS OR SERVITUDES WHICH ARE UNRECORDED OR ARE APPARENT FROM AN INSPECTION OF THE PREMISES AND ANY VARIATION IN LOCATION OR DIMENSIONS, CONFLICT WITH LINES OF ADJOINING PROPERTY, ENCROACHMENTS, PROJECTIONS OR OTHER MATTERS WHICH MIGHT BE DISCLOSED BY AN ACCURATE SURVEY OF THE PREMISES. (NONE OBSERVED) 5. ANY TAXES FOR THE CURRENT OR FISCAL YEAR OF THE APPLICABLE TAXING BODIES, WHICH I MAY BE HEREAFTER ASSESSED, NOT YET DUE AND PAYABLE. (NO MATTER OF SURVEY) 6. ADDRESSES REFERENCED IN THIS COMMITMENTIPOLICY ARE FOR INFORMATIONAL PURPOSES ONLY. (NO MATTER OF SURVEY) 7. SUBJECT TO THE SETBACK LINES, UTILITY EASEMENTS, ROADS, RIGHTS OF WAY AND CONDITIONS APPEARING ON THE PLAT ENTITLED, "TRACT 2, PROPERTY OF IRENE S. SMITH AND RYLLIS S. KELLY,' WHICH PLAT IS RECORDED AMONG THE LAND RECORDS OF WAKE COUNTY, NORTH CAROUNA IN PLAT BOOK 1972, VOLUME II, PAGE 206. (AS SHOWN ON SURVEY) 8. TAXES, OR SPECIAL ASSESSMENTS, IF ANY, NOT SHOWN AS EXISTING LIENS BY THE PUBLIC RECORDS. (NO MATTER OF SURVEY) 9. INTEREST OR CLAIMS NOT DISCLOSED BY PUBLIC RECORDS, INCLUDING BUT NOT LIMITED TO: (A) UNRECORDED MECHANICS OR MATERIALMEN'S LIENS. (LIENS MAY BE FILED BY PERSONS OR ENTITIES FURNISHING LABOR OR MATERIALS TO ANY IMPROVEMENTS OR REAL PROPERTY WITHIN 120 DAYS FROM THE LAST DAY OF PERFORMANCE AND WILL UPON PERFECTION RELATE IN PRIORITY TO THE FIRST DAY OF PERFORMANCE AS A VALID LIEN OF REAL PROPERTY.) (NO MATTER OF SURVEY) A UNRECORDED LEASES. (UNDER NORTH CAROLINA LAW, PARTIES IN POSSESSION OF THE PREMISES UNDER A VERBAL OR UNRECORDED LEASE OF THREE YEARS OR LESS DURATION MAY REMAIN IN POSSESSION UNDER THE TERMS OF THE TENANCY.) (NO MATTER OF SURVEY) (C) MATTERS THAT MAY DEFEAT OR IMPAIR TITLE WHICH DO NOT APPEAR ON THE RECORD. (EVIDENCE REVEALING MISSING HEIRS, FORGERIES, ETC. MAY NOT BE ON THE PUBLIC RECORDS, BUT SUCH FACTS IF PROPERLY ESTABLISHED MAY IMPAIR OR DEFEAT WHAT APPEARS TO BE A GOOD TITLE ON RECORD.) (NO MATTER OF SURVEY) (D) TAXES, SPECIAL ASSESSMENTS AND OTHER GOVERNMENTAL CHARGES THAT ARE NOT SHOWN AS EXISTING LIENS BY THE PUBLIC RECORDS. (GOVERNMENTS CHARGES MAY BE MADE FOR ACREAGE FEES, TAP -ON FEES, COST OF WEED CUTTING, DEMOLITION OF CONDEMNED BUILDINGS AND OTHER MATTERS THAT ARE NOT SHOWN AS EXISTING LIENS ON THE PROPERTY BY THE PUBLIC RECORDS.) (NO MATTER OF SURVEY) (E) UNLISTED PERSONAL PROPERTY TAXES- (IF DISCOVERED. SUCH TAXES AND ANY PENALTIES MAY BE ASSESSED AS A LIEN ON THE SUBJECT PROPERTY.) (NO MATTER OF SURVEY) 10. MATTERS OCCURRING PRIOR TO AND SUBSEQUENT TO THE INCLUSIVE DATES OF EXAMINATION. (NO MATTER OF SURVEY 11. MATTERS, WHICH WOULD BE REVEALED BY A REVIEW OF THE PUBLIC RECORDS REGARDING THE PROPOSED PURCHASEIBORROWER, WHO IS NOT A CURRENT OWNER OF THE PROPERTY. (NO MATTER OF SURVEY) 12. ANY INACCURACIES AND DISCREPANCIES, WHICH AN ACCURATE SURVEY OF THE PROPERTY MAY DISCLOSE. (A SURVEY, IF PROCURED FROM A COMPETENT SURVEYOR OR CIVIL ENGINEER, WILL NOT NORMALLY DETERMINE WHETHER IMPROVEMENTS LIE WITHIN THE BOUNDARIES OF THE PROPERTY, WHETHER EXISTING UTILITY LINES, ROADS OR OTHER EASEMENTS CROSS THE PREMISES, AND WHETHER THERE ARE ANY ENCROACHMENTS.) (EASEMENTS AND ABOVE GROUND UTILITIES OBSERVED AREAS SHOWN. NO ENCROACHMENTS WERE OBSERVED AT TIME OF SURVEY.) 13, SECURITY INTERESTS THAT MAY HAVE ATTACHED TO FIXTURES ON THE SUBJECT PROPERTY AS PROVIDED IN ARTICLE 9 OF THE UNIFORM COMMERCIAL CODE OF NORTH CAROLINA. (NO MATTER OF SURVEY) 14. COMPLIANCE WITH ANY LOCAL, COUNTY, STATE OR FEDERAL GOVERNMENT LAW OR REGULATION RELATIVE TO ENVIRONMENT, ZONING, SUBDIVISION, OCCUPANCY, USE, CONSTRUCTION OR DEVELOPMENT OF THE SUBJECT PROPERTY. (NO MATTER OF SURVEY) 15. FEDERAL JUDGMENTS. LIENS, AND PROCEEDINGS FILED ONLY IN THE FEDERAL COURT. (UPON THE FILING OF A PETITION IN BANKRUPTCY, TITLE TO REAL PROPERTY VESTS IN THE TRUSTEE IN BANKRUPTCY AND NOTICE THEREOF IS NOT ALWAYS REQUIRED TO BE FILED IN THE COUNTY IN WHICH THE BANKRUPT OWNS PROPERTY, FEDERAL CONDEMNATION PROCEEDINGS MAY VEST PROPERTY IN THE FEDERAL GOVERNMENT AND NOTICE THEREOF IS NOT REQUIRED TO BE RECORDED AMONG THE COUNTY RECORDS.) (NO MATTER OF SURVEY) 16- CIVIL ACTIONS WHERE NO NOTICE OF LIS PENDENS AGAINST SUBJECT PROPERTY APPEARS OF RECORD. (NO MATTER OF SURVEY) 17. STREAMS, RIPARIAN RIGHTS, LITTORAL RIGHTS AND THE TITLE TO ANY FILLED -IN -LANDS. (WETLANDS, STREAMS, AND BUFFERS ARE AS SURVEYED BASED ON DELINEATION PERFORMED BY WITHERS-RAVENEL, DATED 07/30/2021.) VJ W z �- Z O lco N f� ULo U o x r j L.L.! u f CL > C� Q Lu % It I D a ff�� VJ jr ...,.� 5 Q �LO¢v w n w ILL! U U acr'5� U) Zi W O? 0 < w Z Z w N Q LU z N IZ 7 M Lu U) ui L. LiJ OO c*7 O Ir U w z W 0 0 Z J ttl 0 a CD c w Z P~q 3 LLl 0 Q d 0 W m o Q .... ` L'j w U) U) w o D_ Q n Q_u=i �//�� VJ w L1_ o 0 Lii U O 00 V) 1r: Q LO X LLI NOTES 1. THE PROPERTY LIES IN ZONES "X" PER NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP COMMUNITY NUMBER 3720174000J, DATED 0510212006_ 2. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES AND ALL BEARINGS ARE BASED ON GPS OBSERVATIONS, NAD 83 / NSRS 20111 SPC, UNLESS OTHERWISE SHOWN. 3. SITE ZONED "14' PER WAKE COUNTY GIS & DB 16782 PG 2441. SEE EXCEPTION 25. 4. AREAS COMPUTED BY COORDINATE METHOD. 5. THIS SURVEY WAS PREPARED BY BATEMAN CIVIL SURVEY COMPANY, UNDER THE SUPERVISION OF STEVEN P. CARSON, PLS. 6. THIS MAP HAS NOT BEEN REVIEWED BY A LOCAL GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY APPLICABLE LAND DEVELOPMENT REGULATIONS. 7. WETLANDS, STREAMS, AND BUFFERS SHOWN ARE AS SURVEYED BASED ON WETLAND FLAGS OBSERVED IN THE FIELD & DELINEATED BY WITHER S-RAVEN EL, DATED 0713012021. 8. NO CEMETERIES WERE OBSERVED AS A RESULT OF THIS SURVEY. 9. NO BUILDINGS WERE OBSERVED AS A RESULT OF THIS SURVEY. 10. NO ENCROACHMENTS WERE OBSERVED AS A RESULT OF THIS SURVEY. CLASS OF SURVEY: A POSITIONAL ACCURACY: 0,06' TYPE OF GPS FIELD PROCEDURE. NC REAL TIME NETWORK DATES OF SURVEY: SEPTEMBER 2021 DATUMIEPOCH: NAD83lNSRS2011 GEOID MODEL: 18 COMBINED GRID FACTOR(S): 0.99988096 UNITS: US SURVEY FEET JI f R & PROPERTIES LLC PI 1740035075 r' ! r/ r/ 50' NEUSE RIVER LEGEND ® EXISTING BOUNDARY CORNER FOUND f BOUNDARY CORNER SET (3/4" IPS UNLESS OTHERWISE NOTED) ® COMPUTED POINT ® CONCRETE MONUMENT FOUND & CLEAN OUT 0 TRANSFORMER 1 ELECTRIC BOX LIGHT POLE ca�- UTILITY POLE CD WATER METER ,& FIRE HYDRANT D4 UTILITY VALVE T❑ TELEPHONE PEDESTAL Q CABLE PEDESTAL ct CATCH BASIN DROP INLET Q UTILITY MANHOLE UTILITY BAND HOLE: 0 WELL an -- STORM DRAIN --- OVERHEAD UTILITY +C GUY WIRE BURIED UTILITY MARKER BOUNDARY LINE (SURVEYED) --- CALCULATED RAN (SURVEYED) - -- ADJOINER LINE (NOT SURVEYED) STAG NC HOLDINGS LP I 36" CMP DB 16 59 PG 2693 , RIPARIAN BUFFER (SEE NOTE 7 & EXCEPTION 17) DL\ PIN# 1730939155 1 R & D PROPERTIES LLC ` C 6, � O -% • PIN# 1740029824 6 DS' DB 18248 PG 1990 /� � - n � 'Li G A r,"" CONTROL CORNER - 1.5" EIP DB 16659 PG 2693 oAo C' O,Q NAD 831 NSRS 2011 / SPC ` EXISTING CREEK I/ I N:702720.72' r` -- \ jy -- EXISTING CREEK h TOP OF BANK �/ a E:2140335.17' ��"�-- TOP OF BANK c ` oyF 3!4" EIP S88° 30' 07"E 1699.48' (T) _ '~ r 276.06 155.59' 3/4" EIP - �! 281.06 1" EIP 120.66' 425.66' 1 314" EIP 108,85 314" EIP BENT W/ NAIL AT BASE yy� \rr 3/4 0.23' NORTH OF LINE WW/ I, ® "• 50' PERMANENT \� INSET A \ EASEMENT N 1 - 5' \ It 5. 18650 PG 1690 (SEE EXCEPTION 12 & 24) \ 1 \ \ VARIABLE WIDTH TEMPORARY EXISTING WETLANDS 2.5"0.5" IRON CONSTRUCTION EASEMENT (SEE NOTE 7 & EXCEPTION 17) + FOUND 0.T NORTH OF '� �• DB 18650 PG 1690 LINE & 1.27'FROM COMPUTED R1W \ � \ (SEE EXCEPTION 12 & 24) ti` S84° S84° 01' 46" 204.32' 3)�22 r 2 .. ao.AHyyk t` .,•� LEGAL DESCRIPTION BEING ALL OF THAT PARCEL OR TRACT OF LAND NOW OR FORMERLY OF JOHN J FEORE AND JOANN M FEORE AS DESCRIBED IN DEED BOOK 8683 AT PAGE 1083 OF THE WAKE COUNTY REGISTER OF DEEDS (PIN: 1740122349) LOCATED IN ST_ MARY'S TOWNSHIP, WAKE COUNTY, NORTH CAROLINA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A 1.5" IRON PIPE FOUND ON THE NORTHEASTERN RIGHT OF WAY OF U.S. HIGHWAY 70 EAST AND THE SOUTHERN CORNER OF THE PARCEL DESCRIBED IN DEED BOOK 8683 AT PAGE 1083, SAID IRON BEING THE TRUE POINT OF BEGINNING AND HAVING NORTH CAROLINA STATE PLANE COORDINATES OF N= 702,064.86' AND E= 2,141,258.86'; THENCE, FROM THE POINT OF BEGINNING AND WITH SAID NORTHEASTERN RIGHT OF WAY, N61°03'31"W A DISTANCE OF 1,370.22 FEET TO A 3/4" IRON PIPE FOUND; THENCE, LEAVING SAID RIGHT OF WAY, S88-30'07"E A DISTANCE OF 276.06 FEET TO A 1.5" IRON PIPE FOUND; THENCE, S88°30'07"E A DISTANCE OF 155.59 FEET TO A 3/4" IRON PIPE FOUND; THENCE, 588°30'07"E A DISTANCE OF 281.06 FEET TO A 1" IRON PIPE FOUND; THENCE, S88°30'07"E A DISTANCE OF 120.66 FEET TO A COMPUTED POINT, SAID POINT BEING 0.23 FEET SOUTH OF A BENT 3/4" IRON PIPE FOUND; THENCE, 588°30'07"E A DISTANCE OF 425.66 FEET TO A 3/4" IRON PIPE FOUND; THENCE, S88°30'07"E A DISTANCE OF 108.85 FEET TO A BENT 3/4" IRON PIPE FOUND; THENCE, 588°30'07"E A DISTANCE OF 64.28 FEET TO A 1" IRON PIPE FOUND; THENCE, S88'30'07"E A DISTANCE OF 235.07 FEET TO A COMPUTED POINT ON THE SOUTHWESTERN RIGHT OF WAY OF GUY ROAD, SAID POINT BEING 0.43 FEET NORTH OF A 1.5" IRON PIPE FOUND; THENCE, LEAVING SAID RIGHT OF WAY, S88°30'07"E A DISTANCE OF 32.31 FEET TO A PK NAIL FOUND IN THE CENTERLINE OF GUY ROAD; THENCE, WITH SAID CENTERLINE, S20°17'07"E A DISTANCE OF 419.86 FEET TO A PK NAIL SET; THENCE, CONTINUING WITH SAID CENTERLINE, S18"40'07"E A DISTANCE OF 158.18 FEET TO A PK NAIL SET; THENCE, LEAVING SAID CENTERLINE, S84-01-06"W A DISTANCE OF 30.75 FEET TO A COMPUTED POINT ON THE SOUTHWESTERN RIGHT OF WAY OF GUY ROAD, SAID POINT BEING 1.27 FEET SOUTHEAST FROM A 0.5" X 2.5" IRON FOUND; THENCE, LEAVING SAID RIGHT OF WAY, S84°01'06"W A DISTANCE OF 204.32 FEET TO A 1.5" IRON PIPE FOUND; THENCE, S84"01'06"W A DISTANCE OF 3.70 FEET TO A 1.5" IRON PIPE FOUND; THENCE, S83°46'04"W A DISTANCE OF 461.31 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINING 733,888 SQUARE FEET OR 16.95 ACRES, MORE OR PARCEL CONTAINING 733,888 SQUARE FEET OR ACRES, MORE OR LESS. I e4f -10 79, THIS MAP IS CONSIDERED PRELIMINARY, NOT FOR RECORDATION, CONVEYANCE y \ \ \ OR SALES UNLESS SIGNED AND SEALED BY THE LICENSED SURVEYOR. \ I, STEVEN P. CARSON, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY (�} SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK 8683 PAGE 1083); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS SHOWN HERE ON; THAT THE: RATIO OF PRECISION AS CALCULATED IS 1: 10.000 + ; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS ?- DAY OF SEPI�th- n , A-D., 2021. 1, FURTHER THAT IN ACCORDANCE WITH G.S. 47-30-F-11-C-1; CERTIFY THAT THE 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. FOR THE PURPOSES OF THIS SUBSECTION, AN "EXISTING PARCEL" OR " EXISTING EASEMENT" IS AN AREA OF LAND DESCRIBED IN A SINGLE, LEGAL DESCRIPTION OR LEGALLY RECORDED SUBDIVISION THAT HAS BEEN OR MAY BE LEGALLY CONVEYED TO A NEW OWNER BY DEED IN ITS EXISTING CONFIGURATION. 9/2 1 12,t STEVEN P. CARSON. PLS NC LICENSE NO. 4752 TO: GGW FLEX HOLDINGS, LLC, JOHN J_ FEORE AND JOANN M. FEORF, FIRST NATIONAL TITLE COMPANY, & CROWN TITLE CORPORATION. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTAINSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS OF TABLE A THEREOF (NONE SELECTED). THE FIELDWORK WAS COMPLETED IN SE'PTEMBERj 2021. STEVEN P_ CARSON, PLS NC LICENSE NO. L-4752 DATE k+9ygtsgnmere+epF/ \` Z, ' G,q ya s� q�GV, `5`+gygiq rylge",ope .' Cr A R (j>/ sslo t SEAL L-4752 ejVu see�eP. e Npit tl 11❑ LEGEND (CONTINUED) EIP EXISTING IRON PIPE EIR EXISTING IRON REBAR IPS IRON PIPE SET PKS PK NAIL SET PKF PK NAIL FOUND SSMH SANITARY SEWER MANHOLE DB DEED BOOK PG PAGE BM BOOK OF MAPS RAN RIGHT OF WAY FOB POINT OF BEGINNING (T) TOTAL GRAVEL PAVEMENT r L` J WETLAND TEMPORARY CONSTRUCTION EASEMENT FPERMANENT UTILITY EASEMENT o �\m 1 oy F m 0 \+ 32.31IDS 64.28' 11 1" EIP 235.07' i I 1,5" EIP i " EIP BENT FOUND 0.43' 1 AIL AT BASE SOUTH OF LINE: i 0 RAN COMPUTED OFFSETTING THE- \0 DEEDED CL 30' PER BM 1972 PG 206Cq 1 \ o FEORE, JOHN J FEORE, JOANN M 1 � G�G,�z 0 GUY ROAD, CLAYTON `� PIN 1740122349 \oy z ZONED I-1 PER WAKE COUNTY GIS & DB 16782 PG 2441 � DB 8683 PG 1083 �1 BM 1972 PG 206 - TRACT 2 716,481 SF 116,45 AC (EXCLUDES RIW) p 17,407 SF 10.40 AC (EXISTING R/W) 1 TOTAL: 733,888 SF 116.85 AC 3 . ' m IRKS aj i 1 SEE INSET "A" 1 CP CA m t S94° 01' 06"W 1.5EIP PKS+ a- " 3.70' r s84° Oi' as 204.3Z 3° 46' 04'VN S84° 01' 06"W S$ I J & M SMITH 30.75' WINAIL AT BASE ENTERPRISES LLC R & D PROPERTIES LLC PIN# 1740128037 PIN# 1740116945 DB 16446 PG 272 1 DB 15772 PG 1919 EXISTING SHED ! CONTROL CORNER -1.5" EIP 1 Q61.31' 1.5" EIP NAD 83 / NSRS 20111 SPC \ N:702064.86' \ ` E2141258.86' \ \, GRAPHIC SCALE\� �\ (IN FEET) 1 inch =100ft. 11 Z X w Z r EL Z � cY] a_ 0 J C'4 V r LO 0 . Z 0) W > m O jr CV =1 W LLI Z LL � = rr�� V! LLJ > Q LL J ¢Llj W LLI U3 U Lo Q U Z U) W O LL w Z Z w CV W z N sQ fl- Q z m LLI F_ U) REVISIONS 1. 1212112022: ADDED NOTE 10 2. 12122/2022: ADDED LEGAL DESCRIPTION 3. 4. 5. DESIGNED BY: BCSC DRAWN BY: JRD CHECKED BY: SPC SCALE: 1" = 10V DATE: 09/21 /2021 DRAWING #: 210651 SHEET 2 OF 2