Loading...
HomeMy WebLinkAboutSurvey3 2 0 5 0 z American National Commercial Real Estate Due Diligence Management 3465 South Arlington Rd Suite E#183 Akron, OH 44312 866.290.8121 www.amnational.net ALTA/NSPS LAND TITLE SURVEY Wilmington NC Double 310 Metro Circle Wilmington, NC 28401 NEW HANOVER COUNTY SECOND PARCEL DESCRIBED IN TITLE COMMITMENT NO. 23-01000-31-1 OF FIRST AMERICAN TITLE INSURANCE COMPANY BEARING AN EFFECTIVE DATE OF 04/21/2023 AT 12:00 AM Surveyor's Certification TO: BELROSE STORAGE GROUP LLC, A PENNSYLVANIA LIMITED LIABILITY COMPANY; M2 MAXI PARTNERS LLC, A NORTH CAROLINA LIMITED LIABILITY COMPANY; M2 MAXI OPERATIONS, A NORTH CAROLINA LIMITED LIABILITY COMPANY; M2, LLC, A NORTH CAROLINA LIMITED LIABILITY COMPANY; AND EACH OF THIER RESPECTIVE SUCCESSORS AND/OR ASSIGNS, AS THEIR INTERESTS MAY APPEAR; FIRST AMERICAN TITLE INSURANCE COMPANY AND AMERICAN NATIONAL, LLC, THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6A, 6B, 7A, 7131, 7C, 8, 9, 10, 11A, 11 B, 13, 14, 16, 17, 19 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON 05/09/2023. I FURTHER CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK 6521, PAGE 2701); THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY MEETS OR EXCEEDS 1:10,000; THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56. 1600); THAT THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR A TOPOGRAPHIC SURVEY TO THE ACCURACY OF CLASS C AND VERTICAL ACCURACY WHEN APPLICABLE TO THE CLASS C STANDARD, AND THAT THE SURVEY WAS COMPLETED ON 05/16/2023; AND ALL COORDINATES ARE BASED ON NC GRID (NAD83) AND REALIZATION (2011) AND ALL ELEVATIONS ARE BASED ON (NAVD88). PROFESSIONAL LAND SURVEYOR: R. SCOTT BARRETT REGISTRATION NO. L-4513 IN THE STATE OF: NORTH CAROLINA DATE OF PLAT: 05/19/2023 LAST REVISED: 08/01/2023 NETWORK PROJECT NO. 20230649-001 SURVEY PREPARED BY: R. SCOTT BARRETT, PLS, L-4513 BARRETT SURVEYING GROUP PLLC 223-B NORTH POINSETT HIGHWAY TRAVELERS REST, SC 29690 TELE: 864 834-3732 EMAIL: INFO@BARRETTSURVEYING.COM BSG # 23-054-001T LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF NEW HANOVER, STATE OF NORTH CAROLINA, AND IS DESCRIBED AS FOLLOWS: BEING ALL OF LOT 9, PHASE 4, ROYMAC BUSINESS PARK, AS SHOWN ON MAP OF SAME RECORDED IN MAP BOOK 51, PAGE 15 OF THE NEW HANOVER COUNTY REGISTRY, REFERENCED TO WHICH IS MADE FOR A MORE PARTICULAR DESCRIPTION. SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS OF ROYMAC BUSINESS PARK RECORDED IN BOOK 1583, PAGE 750, OF THE NEW HANOVER COUNTY REGISTRY, AND ANY AMENDMENTS AND/OR SUPPLEMENTS THERETO. THE PROPERTY DESCRIBED AND SHOWN HEREON IN THE SAME PROPERTY AS THE SECOND PARCEL DESCRIBED IN FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT NO. 23-01000-31-1, BEARING AN EFFECTIVE DATE OF 04/21/2023 AT 12:00 AM. STANDARD LEGEND PROPERTY LINE x WIRE FENCE --•--•--•- ADJOINER LINE GE OVERHEAD ELECTRIC LINE -- RIGHT-OF-WAY —OU— OVERHEAD UTILITY LINE -••-•• - SETBACK LINE SD STORM DRAIN LINE O CHAIN LINK FENCE —SS— SANITARY SEWER LINE ❑ WOOD FENCE —TS— TRAFFIC SIGNAL LINE BFP BACK FLOW PREVENTER • @ GAS VALVE © GREASE TRAP MANHOLE GUY ANCHOR HANDICAP PARKING HEADWALL LIGHT POLE MONUMENT AS NOTED O NO MONUMENT FOUND/SET SANITARY SEWER MANHOLE STORM DRAINAGE MANHOLE i� �= Q O$ -� SIGN AS NOTED OD O TELEPHONE MANHOLE ❑T TELEPHONE PEDESTAL ®T TELEPHONE VAULT ® TRAFFIC SIGNAL BOX TRAFFIC SIGNAL POLE ® GENERAL NOTES LOCATION MAP - NOT TO SCALE GRAVEL SURFACE . CONCRETE b� SURFACE T UTILITY POLE Pss m UV UTILITY VAULT ®W WATER VAULT ® WATER METER QV WATER VALVE CT CRIMP TOP PIPE C&G CURB & GUTTER EA EDGE OF ASPHALT Q (F) FOUND (M) MEASURED OT OPEN TOP PIPE IRS REBAR (R) RECORD R/W RIGHT OF WAY m' (S) SET SR SOLID ROD SQ.FT. SQUARE FEET P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING 1. GROSS LAND AREA OF THE SUBJECT PROPERTY: 2.018 ACRES OR 87,914 SQUARE FEET. 2. THIS PROPERTY IS DESIGNATED BY NEW HANOVER COUNTY AS PIN R03200-002-032-000. 3. THERE ARE 0 REGULAR PARKING SPACES AND 0 HANDICAP PARKING SPACES FOR A TOTAL OF 0 PAINTED PARKING SPACES OBSERVED ON THE SUBJECT PROPERTY. 4. BEARINGS ARE BASED ON THE NC STATE PLANE COORDINATE SYSTEM NAD83(2011) DERIVED FROM RTK-GPS OBSERVATION UTILIZING THE NC REAL TIME NETWORK. 5. THE SUBJECT PROPERTY HAS DIRECT ACCESS TO THE PUBLIC RIGHT OF WAY OF METRO CIRCLE. 6. ON THE DATE OF FIELD SURVEY THERE WAS NO EVIDENCE OF CEMETERIES OR BURIAL GROUNDS LOCATED ON THE SUBJECT PROPERTY. 7. THIS PLAT SHALL NOT BE FILED WITH PUBLIC AUTHORITIES WITHOUT THE SEAL, SIGNATURE AND DATE AFFIXED. FURTHERMORE, IF THIS 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 BE CONSIDERED A WORK IN PROGRESS. 8. THIS SURVEY IS BEING PROVIDED SOLELY FOR THE USE OF THE CURRENT PARTIES AND THAT NO LICENSE HAS BEEN CREATED, EXPRESS OR IMPLIED, TO COPY THE SURVEY EXCEPT AS IS NECESSARY IN CONJUNCTION WITH THE ORIGINAL TRANSACTION. 9. BUILDING AREA REPRESENTS GROSS AREA DERIVED FROM MEASUREMENTS ALONG EXTERIOR PERIMETER OF BUILDING AT GROUND LEVEL. 10. ANYTHING SHOWN OUTSIDE THE DEFINED BOUNDARY LIMITS OF PARCEL SHOWN HEREON IS FOR DESCRIPTIVE PURPOSES ONLY. 11. THE BOUNDARY LINES OF THE PROPERTY ARE CONTIGUOUS WITH THE BOUNDARY LINES OF ALL ADJOINING STREETS, HIGHWAYS, RIGHTS OF WAY AND EASEMENTS, PUBLIC OR PRIVATE, AS DESCRIBED IN THEIR MOST RECENT RESPECTIVE LEGAL DESCRIPTIONS OF RECORD, UNLESS OTHERWISE SHOWN HEREON. 12. NO WETLAND MARKERS WERE OBSERVED AT TIME OF SURVEY. NOTES PERTAINING TO TABLE "A" ITEMS ITEM 2: AS PER NEW HANOVER COUNTY GIS, THE PROPERTY ADDRESS OF THE SUBJECT PROPERTY IS 310 METRO CIRCLE, WILMINGTON, NC. ADDRESS #310 WAS NOT OBSERVED AT TIME OF FIELD SURVEY. ITEM 5: CONTOURS ARE SHOWN AT 1 FOOT INTERVALS; VERTICAL DATUM IS NAVD88. ITEM 10: THERE ARE NO ADJOINING PARTY WALLS WITH ADJOINING PROPERTY AFFECTING THE SUBJECT PROPERTY. ITEM 11: UNDERGROUND UTILITIES ARE SHOWN HEREON BASED SOLELY ON OBSERVED EVIDENCE COLLECTED PURSUANT TO SECTION 5.E.iv.; PLANS WERE NOT PROVIDED TO SURVEYOR BY UTILITY COMPANIES OR CLIENT. MARKINGS WERE NOT PROVIDED BY 811 UTILITY LOCATE SERVICE. GROUND MARKINGS WERE PROVIDED BY THE UNDERGROUND DETECTIVE. ITEM 16: ON THE DATE OF FIELD SURVEY THERE WAS NO OBSERVED EVIDENCE OF CURRENT EARTH MOVING, BUILDING CONSTRUCTION OR BUILDING ADDITIONS. ITEM 17: SURVEYOR IS UNAWARE OF ANY PROPOSED CHANGES IN STREET RIGHT-OF-WAY LINES, AVAILABLE FROM THE CONTROLLING JURISDICTION. ON THE DATE OF FIELD SURVEY THERE WAS NO OBSERVED EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS. ITEM 18: THERE WERE NO OFFSITE EASEMENTS OR SERVITUDES DISCLOSED BY THE TITLE REPORT BENEFITING THE SUBJECT PROPERTY. POTENTIAL ENCROACHMENTS THERE WERE NO ABOVE -GROUND ENCROACHMENTS OR PROJECTIONS OBSERVED AT TIME OF FIELD SURVEY. REFERENCE PLATS 1. PLAT ENTITLED "PHASE 4 ROYMAC BUSINESS PARK", DATED JANUARY 3, 2007, PREPARED BY SHERWIN D. CRIBB, PLS, NC REGISTRATION NO. L-1099 AND RECORDED IN THE NEW HANOVER COUNTY REGISTER OF DEEDS OFFICE IN MAP BOOK 51, PAGE 15. GLOBAL POSITIONING SYSTEM NOTE MANUFACTURER: CARLSON MODEL NO.: BRX7 DUEL FREQUENCY RECEIVERS WERE USED DURING THE COURSE OF FIELD SURVEY. TYPE OF GPS SURVEY PERFORMED: REAL TIME KINEMATIC (RTK) PRECISION: RELATIVE POSITIONAL ACCURACY: HORIZONTAL: 0.0492, VERTICAL: 0.0984-FIXED, RTK POSITION: EXTRAPOLATION HORIZONTAL DATUM: NC STATE PLANE COORDINATES (NAD83)(2011) VERTICAL DATUM: NAVD88, GEOID MODAL: GEOID03 GRID NO. 7 FOR CONUS FLOOD NOTE BY GRAPHIC PLOTTING ONLY, THIS PROPERTY LIES WITHIN ZONE "X", AS SHOWN ON THE FLOOD INSURANCE RATE MAP NO. 3720310900L, WHICH BEARS AN EFFECTIVE DATE OF 08/28/2018, AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE. ZONE "X" DENOTES AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. Know what's below. Call before you dig. ITEMS CORRESPONDING TO SCHEDULE B-II SUCH STATE OF FACTS AS DISCLOSED ON THAT PLAT RECORDED IN BOOK 14 51, PAGE 15, AFORESAID RECORDS. PLOTT ABLE MATTERS FROM DOCUMENT ARE SHOWN HEREON. 0 THOSE RESTRICTIVE COVENANTS RECORDED IN BOOK 1583, PAGE 750, AS 15 AMENDED IN BOOK 5401, PAGE 2166 AFORESAID RECORDS. DOES AFFECT. PLOTTABLE MATTERS FROM DOCUMENTS ARE SHOWN HEREON. ZONING INFORMATION STATUS ZONED: 1-2" HEAVY INDUSTRIAL STATUS ITEM REQUIRED OBSERVED Contact info: American National PERMITTED USE YES VACANT Tele: 330.294.1077 x123 MIN. LOT SIZE NONE 87,914 SQ.FT. Zoning Compliance Report: MIN. FRONTAGE NONE 469.2'± Dated 04/26/2023 MAXIMUM DENSITY NONE N/A Project #20230649 MIN. SETBACKS FRONT 50' N/A MIN. SETBACKS SIDE 40' N/A Parking Requirements: MIN. SETBACKS REAR 45' N/A N/A - Not Applicable - Vacant Land MAX BUILDING HEIGHT NONE N/A PARKING REGULAR 0 PARKING HANDICAP 0 PARKING TOTAL 0 BARRETT SURVEYING GROUP Barrett Surveying Group PLLC P.O. Box 1613 1 Travelers Rest, SC 29690 1 864-834-3732 www. barrettsurveying.com NC Firm # P-1820 Sheet 1 of 2 BARRETT SURVEYING GROUP Barrett Surveying Group PLLC P.O. Box 1613 1 Travelers Rest, SC 29690 1 864-834-3732 www. barrettsurveying.com NC Firm # P-1820 Sheet 1 of 2 STANDARD LEGEND 14 / / �tije �• Fqs x / Sr `S)FMFNr 57 / / PROPERTY LINE x WIRE FENCE GRAVEL --•--•--•- ADJOINER LINE OF OVERHEAD ELECTRIC LINE -`s. / N/F / -- RIGHT-OF-WAY -OU- OVERHEAD UTILITY LINE -� SURFACE R L BLANTON & CO. INC. -•-• - SETBACK LINE SD STORM DRAIN LINE . CONCRETE PIN R03200-002-030-000 O CHAIN LINK FENCE -SS- SANITARY SEWER LINE _ .:; SURFACE / ❑ WOOD FENCE - TS - TRAFFIC SIGNAL LINE / DEED BOOK 6018-2220 BFP BACK FLOW PREVENTER 0 GREASE TRAP MANHOLE UTILITY POLE MAP BOOK 51-15 / • BOLLARD - UV UTILITY VAULT / LOT 7 - PHASE 4 © CABLE TV PEDESTAL GUY ANCHOR QW WATER VAULT / ❑L] CATCH BASIN, HANDICAP PARKING ® WATER METER ROYMAC BUSINESS PARK ❑O CATCH BASIN MANHOLE HEADWALL QV WATER VALVE C� CENTERLINE- LIGHT POLE CT CRIMP TOP PIPE0V O CLEANOUT Q MONUMENT AS NOTED C&G CURB & GUTTER ® CURB INLET O NO MONUMENT FOUND/SET EA EDGE OF ASPHALT / ■ S SANITARY SEWER MANHOLE (F) FOUND 4, / O<v DROP INLET O (M) MEASURED / / / �, , "9j• �Qe / O ELECTRIC MANHOLE SIGN AS NOTED OT OPEN TOP PIPE D STORM DRAINAGE MANHOLE IRS REBAR ®M ELECTRIC METER O (R) RECORD ELECTRIC TRANSFORMER MTELEPHONE MANHOLE ® RNV RIGHT OF WAY T❑ .3' / EV ELECTRIC VAULT TELEPHONE PEDESTAL (S) SET / , ' / � / ' � \ � 16 ® FIBER OPTIC CABLE MARKER QT TELEPHONE VAULT SR SOLID ROD / \ ° / / / O>°= / ^�,j� ^ 110 pF FIRE DEPT. CONNECTION FTBI TRAFFIC SIGNAL BOX SQ.FT. SQUARE FEET Q FIRE HYDRANT TRAFFIC SIGNAL POLE P.O.C. POINT OF COMMENCEMENT X GAS METER TR TRAFFIC SIGNAL VAULT P.O.B. POINT OF BEGINNING / / ' ` \ 1 <v 11 x / Q9 GAS VALVE /' \ 17.2' / ./ / / 15 6' / / / \ O �, x 16.5' \o //ff All Z, x N/F / o0 5.7' / 14 ��� / o / / / x \ / O�h / / , / / / \ /15.3' \ �� x TERRY ALFRED SPELL °�/' x / I / '! \ \ ` \ 6.r & PAMELA SUTTON / / 14.4' / �S `x S� PIN R03200-002-033 000 \ \ S, S `� Slo \ DEED BOOK 5557-1116 / °� ' /� r 4 ° / ��6 \ QO� ??� MAP BOOK 51-15 LOT 10 - PHASE 4 ROYMAC BUSINESS PARK x / 15 8' / / / / ° / 15/s�Q/ �- GATE 16.2' / N/F / ROYMAC PARTNERSHIP o / / / ^�� / /14 T PIN R03200-002-031-000 / K ; ,��i / / ` 5 2' / J d MAP BOOK 51-15 / °` / Q / \ 17o,. / LOT 8 - PHASE 4 h ' / x /Qs / ROYMAC BUSINESS PARK0, ��.' 4.4' \ / 15.9' / �� Off(/°`� � /. / \` 56' \�°tij� \ 9�'rj�\ \,s��` 16.1' 15.3 \15// o`` ' Toy \ FTs-I ` x •/ x ' x M2 LLC x 15.1' \ �So \ 91 x / / j O� / / / 14.1 " 4 3' / 4.9' I x x J / / / 57' PIN R03200-002-032-000 \ 15.6' \ \ / 15.8' Know what's below. Call before you dig. x 15.9' DEED BOOK 6521-2701 \ \ MAP BOOK 51-15 \ LOT 9 - PHASE 4 \ ROYMAC BUSINESS PARK / . • \ 2.018 ACRES \ \ /' ^`^^ ' ' / ° 87,914 SQ.FT. / / (MEASURED) o°° / / / // / "VACANT PARCEL - NO BUILDINGS" I \ / / / p so, xx� � / / / / 14.D/' °� x 1� 53' 14 414.8' ' / . / x O1./ CJ x /� 1 ��Q / 5.3' / / . / 15.2' 15.3' o \ ° \ Gj/ //// 5�2g`� / \ °� 155' 15 / /' ' ° / x / 14 x \ \ / x / l 15 2' �\ 15.3' �y . 4.r / 5 9' ` N( Zp j • 10' UTILITY EASEMENT x \ �V / . • (MAP BOOK 51-15) c 1a 4/ / 14.4 ° / 5� / �% \ /// _� \. / / 15 �5p� \ / •' / /�' �� /� ,/;,, S44'01'07"W 121.57'(TIE)v�FP� 50' BUILDING LINE (B O \ / S83°33'08"W �� \ \ / / - • ,L .. _ .. _ .. _ .. - • t� j'1b/ GI j/ ,_---- GAP 66.48'(TIE) x 15.0' C7 14.5' ,� .g3-�// _ 147' Q \ \ ` _ - - 10' PARKING SETBACK (BOOK15 / �° `�T si 4 oT�s - - - - _ - - - - -� / PSP�/ CONTROL POINT No. 1 /-------\ 4, I.E.=13.4' \�`c /✓/ ; MAG NAIL IN ASPHALT SURFACE' / \ G Fq / C2 ��� E=2309226.18' C/( / \ \ w c w w �v�-6- / / �E / NAD83(2011) \ ASP \ w c w-� �i� c vRFP .1 EL=15.78' CONTROL POINT No. 2 �\ Hq�TSc,RF // --- `G LO �J��s �' (NAVD88) MAG NAIL IN ASPHALT SURFACE \ / \ ACE \ / VF C'R-+------- G N=197550.54' / !/ - 14- 1S_\� _ �� - \ / / O _ • E=2308806. 20168 ' / `` 15 \ �'- - - _ � /' - -E B 51 15) / EL=16.12') �/ \ / �� 50' PUBLIC R� ' (NAVD88) I.E.=13.2' / \ � / \ RIW / / CURVE TABLE (M) CURVE LENGTH RADIUS DELTA BEARING CHORD C1 25.07' 273.35' 005015'15" N70005'19"W 25.06' C2 289.85' 350.00' 047026'58" S84010'52"W 281.64' CURVE TABLE (R) CURVE LENGTH RADIUS DELTA BEARING CHORD C1 273.35' N65°33'18"W 25.14' C2 350.00' S88'39'29"W 281.64' 91 NORTH ARROW (SEE MN 4) 30 15 0 30 GRAPHIC SCALE 1" = 30' BARRETT SURVEYING GROUP Barrett Surveying Group PLLC P.O. Box 1613 1 Travelers Rest, SC 29690 1 864-834-3732 www. barrettsurveying.com NC Firm # P-1820 Sheet 2 of 2