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HomeMy WebLinkAboutUtility Extension Plans_Marriott - Wilmington NC (xqPJT8V8RiiGStW6e7Lq8A)M I L I T A R Y C U T O F F R O A D ( U S H W Y 1 7 / N C 4 1 7 ) G O R D O N R O A D MAR K E T S T R E E T ( U S H I G H W A Y 1 7 - B U S I N E S S ) IN T E R C H A N G E C A P E H A R B O R D R I V E PROJECT SITE C0.0 CO V E R S H E E T SITE LOCATION MAP 1" = 200'N PROJECT TEAM SURVEYOR CIVIL ENGINEER BOWMAN NORTH CAROLINA, LTD. 10130 PERIMETER PKWY, SUITE 100 CHARLOTTE, NC 28216 PAUL N. LAWLER, PE (704) 412-7474 PLAWLER@BOWMAN.COM NEW HANOVER COUNTY, NORTH CAROLINA PIN: R04400-002-004-00 FOR THE PROPOSED DEVELOPMENT AT 6955 MARKET STREET WATER & SEWER EXTENSION PLANS BOWMAN NORTH CAROLINA, LTD. 10130 PERIMETER PKWY, SUITE 100 CHARLOTTE, NC 28216 JOHN P. PETRUCCO, PLS (704) 412-7474 JPETRUCCO@BOWMAN.COM OWNER / DEVELOPER NF V ES-M WILMINGTON, LLC 3424 PEACHTREE ST., N.E., SUITE 2000 ATLANTA, GA 30326 JOHN BIANCO (404) 682-1905 JOHN.BIANCO@NOBLEINVESTMENT.COM UT I L I T Y E X T E N S I O N P L A N S FO R D E V E L O P M E N T A T 6 9 5 5 M A R K E T S T R E E T NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A DESIGN DRAWN CHKD CM CM PL DATE DESCRIPTION 01/15/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 JULY 9, 2025 PLAN STATUS SHEET 10 1 3 0 P E R I M E T E R P A R K W A Y SU I T E 1 0 0 CH A R L O T T E , N C 2 8 2 1 6 PH O N E : ( 7 0 4 ) 4 1 2 - 7 4 7 4 BO W M A N N O R T H C A R O L I N A , L T D . BO W M A N . C O M © B o w m a n N o r t h C a r o l i n a , L t d . 03/26/24 CFPUA SUBMITTAL 04/29/24 CFPUA SUBMITTAL 06/25/24 CFPUA SUBMITTAL 08/14/24 CFPUA SUBMITTAL 09/11/24 CFPUA SUBMITTAL 11/08/24 CFPUA SUBMITTAL 12/12/24 CFPUA SUBMITTAL IS S U E D F O R C O N S T R U C T I O N 02/04/25 CFPUA SUBMITTAL 02/14/25 NCDOT SUBMITTAL 02/25/25 NCDOT SUBMITTAL 07/09/25 REV. LOD SHEET LIST TABLE Sheet Number Sheet Title C0.0 COVER SHEET S SURVEY (1 OF 2) S SURVEY (2 OF 2) C1.0 WATER DISTRIBUTION PLAN C2.0 SANITARY SEWER PLAN C2.1 UTILITY PROFILES C3.0 CFPUA DETAIL SHEETS (1 OF 2) C3.1 CFPUA DETAIL SHEETS (2 OF 2) C4.0 TRAFFIC CONTROL PLAN C5.0 DETAILED UTILITY PLAN OHE OHE OHE PROPERTY LINE ADJACENT PROPERTY LINE SANITARY SEWER WATER LINE OVERHEAD ELECTRIC UNDERGROUND ELECTRIC GAS LINE STORM PIPE MAJOR CONTOUR MINOR CONTOUR WATER VALVE FIRE HYDRANT POWER POLE STORM INLET SANITARY SEWER MANHOLE EXISTING LEGEND PROPOSED LEGEND PROPOSED BUILDING CONCRETE SIDEWALK 2'-6" CONCRETE CURB & GUTTER (NCDOT STANDARD) WATER LINE SANITARY SEWER LINE (GRAVITY) SANITARY SEWER LINE (FORCE MAIN) GAS LINE UNDERGROUND ELECTRIC STORM SEWER PIPE SANITARY SEWER MANHOLE STORM INLET SANITARY SEWER CLEANOUT FIRE HYDRANT SUMMARY OF PUBLIC IMPROVEMENTS TOTAL LENGTH OF GRAVITY SEWER PIPE:691 LF NUMBER OF MANHOLES:6 TOTAL LENGTH OF WATER PIPE:736 LF *INCLUDES ONLY PUBLIC WATER AND SEWER MAIN AS DELINEATED IN THESE PLANS. 43.53 43.48 43.45 43.24 43.30 43.35 204943.93CON E 205243.96CON S 43.83 42.98 43.21 43.65 44.08 212944.16CON2 213044.14CON2 PT 213544.66SN / STOP 213844.11CON2 213944.20WV214044.16WV 215644.15CON3 CON4 S / PATCH 215743.92CON4215844.07CON4 215944.10CON3 216644.17 CON3 PT C O N 4 E 216744.15CON3 43.27 43.58 43.67 43 . 8 6 43.94 44.08 44.21 44.28 44.03 43.93 44.14 44.2 1 44.02 44.3 8 222244.97SN / STOP 44.1 9 44.3 1 44.1 7 44.2 1 44.0 5 43.7 3 43.7 5 44. 1 5 229544.61GATE S 229644.02GATE E GATE1 S 229744.35GATE1 E 230344.10CON3 S JPN 2167 BRK S 44.45 44.42 44.40 44.40 EM CONTROL BOX 232844.53CON 232944.52CON 233044.50CON JPN 2306 44 . 2 9 240644.502" CONDUIT XX X X OH E OH E OH E OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE BENCHMARK: #100 IRON REBAR SET ELEVATION = 45.02 E X X X X X X X X X X X X X X X X X X X X X X X X 23 0 . 2 0 ' 27 . 9 9 ' LINE TABLE LINE L1 L2 BEARING N 55°51'46" W N 62°19'44" W LENGTH 75.23' 37.59'47 . 2 5 46 . 3 3 46 . 0 6 46 . 8 2 46 . 1 1 45 . 9 8 46 . 2 0 46 . 0 0 46 . 1 2 46 . 1 8 45 . 3 2 46 . 0 7 45 . 5 2 44 . 5 9 44 . 1 4 44. 2 0 44. 3 5 CURVE TABLE CURVE C1 C2 RADIUS 404.00' 340.00' LENGTH 55.90' 45.49' BEARING S 12°32'27" E N 56°49'39" W CHORD 55.86' 45.46' DELTA 7°55'42" 7°39'57" TANGENT 28.00' 22.78' D 46. 5 0 47. 4 7 46 . 2 0 E E X MKP ATT MKP ATT 43.9 42.6 42.6 43.4 43.8 40.8 40.7 44.8 44.0 42.5 42.5 43.7 44 . 4 44 . 6 45.0 45 . 0 45 . 0 45.0 44 . 9 45 . 1 44 . 8 44.4 43.1 43.9 43.843.7 44.3 42.9 44.3 44.1 43.2 44.4 45.1 45 . 1 41.3 45.2 45.3 41.6 45.6 45 . 9 44 . 0 45.5 45.7 45.9 45.5 46.645.0 45.5 45.4 46.1 45.4 242744.43GR 242845.07GR242944.44GR 45.8 45.5 45 . 0 45.5 44. 5 44.6 45.345 . 4 44.5 44 . 9 46.3 40.7 40.4 44.5 41.9 43.0 45.2 42.9 45.1 42.6 43.145.1 43.3 45 . 6 43.8 45. 3 45.146 . 2 46.4 44 . 0 47 . 1 46 . 5 43 . 8 45 . 3 43 . 6 44 . 8 45 . 9 45 . 2 43 . 5 44 . 6 42 . 7 45 . 0 45 . 0 42.5 42.1 41.9 41.9 42.0 39.3 45.5 45.4 39.1 39.4 40.0 39.7 39.5 44 . 0 43 . 6 45. 7 44.0 44.1 43.8 44.641.742.142.343.444.6 44.7 44.5 45.3 45.0 45 . 5 45 . 2 45 . 1 44 . 8 45.0 44.4 44 . 9 44 . 9 45 . 2 44.9 45. 2 44.0 44.2 44.8 44.8 44.5 44.6 45 . 0 44 . 2 44 . 7 44.6 45.0 44 . 4 44.7 44 . 8 46 . 8 3 44 . 446 . 0 46. 1 45 . 9 45 . 6 44 . 1 45 . 8 46 . 5 2 46 . 3 4 45 . 3 43 . 8 44 . 7 45 . 9 45.9 42 . 9 44 . 3 44 . 4 43 . 5 45 . 5 46.4 46 . 7 2 46 . 2 46 . 2 2 45 . 8 2 45. 0 45.1 44 . 6 2 45.1 44 . 1 44. 246. 7 46.5 46.4 45. 9 44. 5 45. 7 47. 0 0 47. 2 44. 9 46.3 46 . 3 46 . 4 TC44.11 TC43.83 TC43.82 TC4 3 . 7 9 205444.10BC TC44.28 TC43.40TC43.61 TC44.00 TC44.49 TC44.69 TC44.48 TC44.70 220244.79BC TC4 4 . 6 7 220944.68BC PC 221044.65BC TC4 4 . 6 1 TC4 4 . 9 0 TC4 4 . 6 3 TC4 4 . 1 8 TC4 4 . 1 5 TC 4 4 . 5 5 228244.71BC TL1 228744.55BC PT TC 4 4 . 5 5 TC 4 4 . 2 2 N 5 2 ° 4 7 ' 2 7 " W 9 4 . 2 6 ' L1 C1 S 08 ° 1 4 ' 0 4 " E 9 7 . 0 1 ' S 13°1 8 ' 5 5 " W 1 8 9 . 0 3 ' S 11° 3 7 ' 5 8 " W 1 4 2 . 6 3 ' S 5 5 ° 5 1 ' 1 3 " E 2 5 8 . 1 9 ' T O T A L N 39°51'52" E 420.40' N 5 5 ° 5 0 ' 0 3 " W 2 7 5 . 7 9 ' L 2 C2 S 39°32'11" W 211.38' TIES 39°44'10" W 89.97' TIE 10.0' 15.0' CONTROL CORNER: N=189869.62 E=2353527.30 POB N=190192.30 E=2353796.77 15.0' EP EP APPROXIMATE LOCATION OF ABANDONED CSX 130' RIGHT-OF-WAY DB 1397, PG 656 DB 1389, PG 1122 PUBLIC UTILITY EASEMENT (PUE) DB 6176, PG 1741 PID: R04400-002-004-000 WILMINGTON AREA REBUILDING MINISTRY, INC. DB 6241, PG 415 #6951 CAPE HARBOR DRIVE, WILMINGTON, NC AREA: 154,405 SQ.FT. OR 3.545 ACRES PID: R04400-002-007-000 NEW HANOVER COUNTY DB 6591, PG 1884 #6981 MARKET STREET STORMWATER DRAINAGE FACILITIES EASEMENT TO WILMINGTON AREA REBUILDING MINISTRY INC. DB 6604, PG 278 PID: R04300-003-033-000 CLPF CAPE HARBOR LLC DB 6568, PG 2100 #7113 CAPE HARBOR DRIVE PID: R04300-003-047-000 STREETSMART STORAGE I WILMINGTON LLC DB 6366, PG 955 #6947 MARKET STREET 4' C H A I N L I N K F E N C E 4' CH A I N L I N K F E N C E IPF (1)"IPF (1") PPF (1")PPF (1") IRF (#5) MONF / DISK MONF / DISK MONF / DISK IRS(#5) IRS(#5) IRS(#5) IRS(#5) IRS(#5) MONF / DISK 6' C H A I N LIN K F E N C E 6' C H A I N L I N K F E N C E PPF (1") ON LINE RIGHT-OF-WAY PER DB 6176, PG 1741 C A P E H A R B O R D R I V E VA R I A B L E P U B L I C R I G H T - O F - W A Y NC D O T T I P P R O J E C T : U - 4 7 5 1 WB S : 40 1 9 1 . 2 . 1 MARKET STREET VARIABLE PUBLIC RIGHT-OF-WAY NCDOT TIP PROJECT: U-4751 WBS: 40191.2.1 DB 6176, PG 1741 PUBLIC UTILITY EASEMENT (PUE) DB 6591, PG 1884 POTENTIAL US WATERS (RPW) (AS PREPARED BY: DAVEY RESOURCE GROUP: WARM TRACT NEW HANOVER COUNTY, NC MAP DATE: MAY11, 2022, DRGNCW22.228) SWALE / DITCH LINE SWALE / DITCH LINE 25 ' F R O N T S E T B A C K (A S P E R Z O N I N G R E P O R T ) 25' SIDE SETBACK (AS PER ZONING REPORT) 25' SI D E S E T B A C K (AS P E R Z O N I N G R E P O R T ) IE: 39.94 INVERT OF OF 24" RCP NOT ACCESSIBLE 30"RCP 24"RCP 15" C M P FES IE: 42.25 FES IE: 42.74 FES IE: 42.70 FES IE: 43.22 FES IE: 42.54 FES IE: 42.87 IE: 41.15 IE: 43.79 IE: 43.90 15"RCP 15"RCP 15"RCP SWALE / DITCH LINE PI D : R 0 4 4 0 0 - 0 0 2 - 0 4 7 - 0 0 0 NI X O N A S S O C I A T E S L L C DB 6 1 4 8 , P G 1 6 9 6 #6 9 9 1 M A R K E T S T R E E T IE: 44.04 CB #1305 GR: 45.26 OUT IE: 41.26 PID: R04300-003-047-000 STREETSMART STORAGE I WILMINGTON LLC DB 6366, PG 955 #6947 MARKET STREET DMH #1306 RIM: 46.05 (INVERTS NOT ACCESSABLE ) C/A C/A C/A R/W R/W R/W R/W C/A EA S E M E N T I N P E R P E T U I T Y FO R H I G H W A Y R I G H T - O F - W A Y DB 6 1 0 8 , P G 1 7 1 0 APPROXIMATE LOCATION OF 10' FIBER OPTIC LINE EASEMENT AND 15' TEMPORARY CONSTRUCTION EASEMENT DB 1429, PG 1700 ENCROACHMENT PERMIT TO BE RECORDED (SEE NOTE 17) IPF(2") IRF(#10) SHEET 1 SHEET 2 SHEET 1 SHEET 2 APPROXIMATE RIGHT-OF-WAY PID: R04300-003-033-000 CLPF CAPE HARBOR LLC DB 6668, PG 456 TRASH COMPACTOR IE: 43.35 IE: 42.03 FES IE: 42.01 FES IE: 42.00 FES IE: 41.73 FES IE: 41.6718"RCP 18"RCP CONCRETE DUMPSTER MOTOR GA T E 8' VINYL FENCE 45 45 4 5 45 45 4 5 45 45 45 45 45 40 40 45 40 45 4 5 454 5 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 40 SPEED BUMP EP EP EP EP EP EP C&G C &G C&G C&G C&G C &G C&G E12 E13 E16 E12 E13E12 E13 E11 TOPOGRAPHY EXTENT 10/03/2024 TOPOGRAPHY EXTENT 10/03/2024 4 5 WAT E R LINE DATE: 08/08/2023SCALE: 1" = 40' V:\150160 - Noble Investments Hotel\150160-01-007 (SUR) - Hotel Market Street Wilmington NC\Survey\Plats\Boundary\150160-01-007 ALTA-Topo TASK: SURVEY DATE: BY: CHK: OF DWG: BCG PROJECT NO: REVISION SHEET QC: F-1445    V:\150160 - Noble Investments Hotel\150160-01-007 (SUR) - Hotel Market Street Wilmington NC\Survey\Plats\Boundary\150160-01-007 ALTA-Topo 00001 08/01 - 08/02/2023 WTC 1 1150160-01-007 JPP ALTA / NSPS SURVEY OF: 3.545 ACRES± PROPERTY OWNED BY WILMINGTON AREA REBUILDING MINISTRY, INC. TMS #R04400-002-004-000 CITY OF OF WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA PREPARED FOR NF V ACQUISITIONS, LLC REFERENCES 1.NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) TIP PROJECT: U-4751 WBS: 40191.2.1 2.DEED BOOK 6176, PAGE 1741 3.DEED BOOK 6241, PAGE 415 VICINITY MAP SCALE: 1" = 1000' NOTES 1.THE SURVEYED PROPERTY DELINEATED HEREON IS LOCATED IN NEW HANOVER COUNTY, NORTH CAROLINA AS TMS #R04400-002-004-000. 2.THE SURVEYED PROPERTY IS CURRENTLY IN THE NAME OF WILMINGTON AREA REBUILDING MINISTRY, INC. RECORDED IN DEED BOOK 6241, PAGE 415 IN THE ROD OFFICE OF NEW HANOVER COUNTY, NORTH CAROLINA. 3.BOUNDARY INFORMATION AS SHOWN HEREON IS BASED ON A FIELD SURVEY PERFORMED BY BOWMAN CONSULTING GROUP, LTD. ON 08/01 - 08/02/2023. SURVEY REPRESENTS A SURVEY OF OCCUPATION USING EVIDENCE FOUND AND REFERENCES SHOWN. 4.NO SUBSURFACE INVESTIGATION WAS MARKED AT THE TIME OF THIS SURVEY, THEREFORE THIS DOCUMENT DOES NOT REFLECT THE EXISTANCE OR NONEXISTANCE OF NONVISABLE CONDITIONS WHICH MAY AFFECT THIS PROPERTY EXCEPT AS SHOWN HEREON. NC811 WAS NOTIFIED ON 07/27/2023, TICKET # C232082518. 5.THE SURVEYED PROPERTIES AS SHOWN HEREON ARE SUBJECT TO ALL COVENANTS AND RESTRICTIONS OF RECORD AND THOSE RECORDED HEREWITH. BOWMAN CONSULTING GROUP, LTD. WAS PROVIDED WITH A COPY OF FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT NUMBER NCS-1182379-ATL , EFFECTIVE JUNE 12, 2024, AT 8:00 AM. SCHEDULE B - SECTION II EXCEPTIONS ARE ADDRESSED IN THE TITLE COMMITMENT REVIEW. 6.THE SURVEYED PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN ZONE X AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP FOR NEW HANOVER COUNTY, NORTH CAROLINA, COMMUNITY PANEL NUMBER 3720315900J, EFFECTIVE DATE 04/03/2006 AND 3720315800K, EFFECTIVE DATE 08/28/2018. 7.THE LOCATION OF ALL VISIBLE BUILDINGS, STRUCTURES AND OTHER IMPROVEMENTS SITUATED ON THE SURVEYED PROPERTY, WHICH HAS BEEN CAREFULLY ESTABLISHED BY THE CLASSIFICATION AND SPECIFICATIONS FOR CADASTRAL SURVEYS, ARE CORRECTLY SHOWN AT THE TIME OF THE SURVEY. 8.ALL EASEMENTS AND RIGHTS-OF-WAY APPARENT FROM A CAREFUL PHYSICAL INSPECTION OF THE SURVEYED PROPERTY, OR AS IDENTIFIED IN SCHEDULE B - SECTION II OF THE COMMITMENT FOR TITLE INSURANCE ARE CORRECTLY SHOWN UNLESS OTHERWISE NOTED. 9.THERE ARE NO VISIBLE ENCROACHMENTS ON ADJOINING PREMISES, STREETS OR EASEMENTS, BY VISIBLE BUILDINGS, STRUCTURES, NOR VISIBLE ENCROACHMENTS ON SAID PROPERTY BY VISIBLE STRUCTURES SITUATED ON ADJOINING PREMISES EXCEPT AS SHOWN. 10.NORTH MERIDIAN INFORMATION AS SHOWN HEREON IS BASED ON NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NAD 83 US SURVEY FOOT, DISTANCES SHOWN ARE HORIZONTAL "GROUND DISTANCES". 11.AS OF THE DATE OF THE SURVEY, THERE WAS NO OBSERVED EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS ON THE REMAINING SUBJECT PROPERTIES. 12.AS OF THE DATE OF THE SURVEY, THERE WAS NO OBSERVED EVIDENCE OF WETLAND DELINEATION WITHIN THE PROPERTY. 13.AS OF THE DATE OF THE SURVEY, THERE WAS NO OBSERVED EVIDENCE OF PARKING SPACES WITHIN THE PROPERTY. 14.ADDRESS: 6951 CAPE HARBOR DRIVE, WILMINGTON, NC 15.THE PROPERTY DEPICTED ON THIS SURVEY DESCRIBES A PORTION OF THE PROPERTY CONTAINED IN THAT CERTAIN GENERAL WARRANTY DEED RECORDED BOOK RB 6241, PAGE 415, NEW HANOVER COUNTY, NORTH CAROLINA. 16. THE PROPERTY SHOWN HEREON IS CONTIGUOUS ALONG ITS COMMON BOUNDARY LINES WITHOUT GAP, GORES, HIATUS OR OVERLAPS. 17.REGARDING THE 15' TEMPORARY CONSTRUCTION EASEMENT IN DB 1429, PG 1700, THE GRANTEE HAS THE RIGHT TO CHOSE WHICH SIDE OF THE STRIP OF LAND FOR THE CONSTRUCTION OF THE 10' FIBER OPTIC LINE EASEMENT. IT IS UNKNOWN TO WHICH SIDE OF THE FIBER OPTIC LINE THE EASEMENT IS LOCATED. 18.THE PROPERTY HAS ACCESS TO AND FROM CAPE HARBOR DRIVE. SURVEYOR'S CERTIFICATION TO FIRST AMERICAN TITLE INSURANCE COMPANY AND NF V ES-M WILMINGTON, LLC, A DELAWARE LIMITED LIABILITY COMPANY: 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, 6(a), 8, 11(a), 13, 14, 16, 17, 18 & 19 ($5M) OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON 08/01 - 08/02/2023. I ALSO CERTIFY THAT THIS MAP OR PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTIONS AS SHOWN ON PLAT), THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY IS 1: 10000 +; THAT THIS MAP OR PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. _________________________________________________________________________________________ TIMOTHY J. GRIFFITH DATE NORTH CAROLINA PROFESSIONAL LAND SURVEYOR LICENSE NO. L - 5550 ADVANCE COPY TITLE COMMITMENT SCHEDULE B-SECTION II REVIEW I FURTHER CERTIFY THAT (I) I HAVE EXAMINED TITLE DOCUMENTS FOR THE PROPERTY HEREIN DESCRIBED PROVIDED BY FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT NUMBER NCS-1182379-ATL, EFFECTIVE DATE JUNE 12, 2024 AT 8:00 AM, AND WITH RESPECT TO THE ITEMS IDENTIFIED IN SCHEDULE B - SECTION II I OFFER THE FOLLOWING RESPONSES: 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. *Response: Not a survey matter. 2.Taxes or assessments (a) that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. *Response: Not a survey matter. 3.Any facts, rights, interests, or claims that are not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. *Response: Not a survey matter. 4.Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. *Response: Not a survey matter. 5.Any mineral or mineral rights leased, granted or retained by current or prior owners. *Response: Not a survey matter. 6.Taxes for the year 2023, which are a lien, but not yet due and payable, and all subsequent years. *Response: Not a survey matter. 7.Temporary Deed of Easement to the Department of Transportation recorded in Book 4117, Page 85, New Hanover County Registry. *Response: Does not affect subject property. 8.Easement and Right-of-Way to Carolina Power & Light Company recorded in Book 639, Page 630, New Hanover County Registry. *Response: General in nature, therefore cannot be plotted with document provided. 9.Easement to New Hanover County Water and Sewer District, a body corporate and politic of the State of North Carolina recorded in Book 1528, Page 917; Book 1528, Page 921; Book 1793, Page 112; Book 2246, Page 923, New Hanover County Registry. *Response: Does not affect subject property. 10.General Utility Easement to City of Wilmington, a municipal corporation recorded in Book 2771, Page 940; Book 2771, Page 954, New Hanover County Registry. *Response: Does not affect subject property. 11.Communication Systems Right-of-Way and Easement Agreement to American Telephone and Telegraph Company, a New York corporation recorded in Book 1428, Page 1318; Book 1428, Page 1320; Book 1428, Page 1322; Book 1428, Page 1324; Book 1429, Page 1700, New Hanover County Registry as affected by that certain encroachment permit by AT&T Corp., a.k.a. American Telephone & Telegraph Company to NF V ES-M Wilmington, LLC., Recorded in Book _____, Page _____, New Hanover County Registry. *Response: Book 1429, Page 1700 shown on survey. The other referenced documents do not affect the subject property. 12.Consent Judgement recorded in Book 6176, Page 1741, New Hanover County Registry. *Response: Right-of-way and Easement as shown on survey. 13.Memorandum of Action recorded in Book 5911, Page 2166; Book 5982, Page 1907; Book 5988, Page 167, New Hanover County Registry. *Response: Right-of-way as shown on survey. 14.Affidavit of Correction of Notarial Certificate recorded in Book 6245, Page 2048, New Hanover County Registry. *Response: Not a survey matter. 15.Terms and conditions of unrecorded Ground Lease as evidenced by Notice Regarding Title (Lease) and all references therein recorded in Book 5792, Page 2079, New Hanover County Registry. *Response: Not a survey matter. Deed does not contain metes and bounds description. 16.Declaration of Abandonment and Easement (CSX Railroad) recorded in Book 1389, Page 1122; Book 1397, Page 656 (amendment), New Hanover County Registry. *Response: As shown on survey. 17.Rights of parties in possession. *Response: Not a survey matter. 18.Encroachments, overlaps, boundary line disputes, deficiency in amount of area, rights, easements, ditches, cartways, setbacks, railroads (active or abandoned with rights of the railroad), burial grounds, rights of parties in possession, interests or claims which would be revealed by a current and accurate survey and inspection of the Land. *Response: As shown on survey, if any. 19.Rights of others in and to the continuous and uninterrupted flow of the waters bounding or crossing the Land and riparian and/or littoral rights incident to the Land. *Response:Not a survey matter. 20.Any inaccuracy in the area, square footage or acreage of the Land to be insured hereunder. 21.Title to and easements in, any portion of the Land lying within any highways, roads, streets or other ways Including, but not limited to, Cape Harbour Drive and abandoned 130 foot wide right of way located on the land utilized for ingress and egress. 22.Any lien, or right to a lien for services, labor or material or rental equipment heretofore or hereafter furnished, imposed by law and not shown on the Public Records. *Response: Not a survey matter. 23.Rights of others in and to the use of easements appurtenant affecting the Land, if any. *Response: Not a survey matter. 24.Title to that portion of the Land, if any, lying within the railroad right of way extending up to one hundred feet (100') on each side of the tracks or two hundred feet (200') in total width, whichever is greater and rights of way for railroad, switch tracks, spur tracks, railway facilities, easements, and other related interests, if any, on and across the Land. *Response: Refer to ITEM 16. (Declaration of Abandonment and easement (CSX Railroad) ZONING NOTES 1.A ZONING REPORT WAS ISSUED BY ZONING-INFO, INC., DATED 08/18/2023. 2.CURRENT ZONING OF PROPERTY "B-2" REGIONAL BUSINESS DISTRICT 3.ZONING SITE REQUIREMENTS: MINIMUM LOT SIZE:N/A MINIMUM LOT WIDTH/FRONTAGE AND DEPTH:N/A MAXIMUM DENSITY:N/A MAXIMUM BUILDING HEIGHT: 3 STORIES OR 50 FEET 4.SETBACK REQUIREMENTS: FRONT: 25 FEET SIDE:25 FEET REAR:0 FEET ADJACENT TO DISTRICTS IN THE RMF, MIXED USE OR COMMERCIAL & INDUSTRIAL CATEGORIES OR 35 FEET FROM RESIDENTIAL USES AND PLATTED LOTS. LEGAL DESCRIPTION PER TITLE COMMITMENT NCS-1182379-ATL BEGINNING AT AN OLD IRON PIPE IN THE SOUTHEASTERN LINE OF THE BEDROCK HOLDINGS, II LLC 34.8 ACRE TRACT (DEED BOOK 5844, PAGE 1674) AND BEING LOCATED SOUTH 39 DEGREES 45 MINUTES 10 SECONDS WEST, 210.00 FEET FROM A POINT MARKING THE NORTHERNMOST CORNER OF THE NC DEPARTMENT OF TRANSPORTATION TRACT, (DEED BOOK 5789, PAGE 247) WITH NC GRID COORDINATES OF X= 2,354,682.32 AND Y= 189,721.46, AND RUNS THENCE, FROM THE POINT OF BEGINNING, ALONG SAID BEDROCK HOLDINGS II LLC TRACT, SOUTH 39 DEGREES 45 MINUTES 10 SECONDS WEST, 420.38 FEET TO AN OLD IRON PIPE IN THE NORTHEASTERN LINE OF CAPE HARBOR DRIVE, (A 90 FOOT PUBLIC RIGHT OF WAY), THENCE, ALONG SAID RIGHT OF WAY, SOUTH 55 DEGREES 58 MINUTES 13 SECONDS EAST 277.27 FEET TO A NCDOT R/W DISK; THENCE, CONTINUING WITH SAID RIGHT OF WAY, SOUTH 62 DEGREES 25 MINUTES 28 SECONDS EAST 37.39 FEET TO A DISK; THENCE, SOUTH 57 DEGREES 07 MINUTES 43 SECONDS EAST 45.50 FEET TO A DISK; THENCE, SOUTH 52 DEGREES 54 MINUTES 55 SECONDS EAST 94.29 FEET TO A DISK; THENCE, SOUTH 55 DEGREES 57 MINUTES 31 SECONDS EAST 75.26 FEET TO A DISK; THENCE, LEAVING SAID CAPE HARBOR DRIVE, ALONG A NEW RIGHT OF WAY FOR NC STATE HIGHWAY PROJECT: 8-2251002, (MILITARY CUT-OFF EXTENSION), NORTH 12 DEGREES 32 MINUTES 12 SECONDS WEST 55.62 FEET TO A DISK; THENCE, CONTINUING ALONG SAID NEW RIGHT OF WAY, NORTH 08 DEGREES 21 MINUTES 35 SECONDS WEST 97.01 FEET TO A DISK; THENCE, NORTH 13 DEGREES 11 MINUTES 24 SECONDS EAST 189.03 FEET TO A DISK; THENCE, NORTH 11 DEGREES 34 MINUTES 04 SECONDS EAST 142.6 FEET TO AN IRON ROD SET; THENCE, LEAVING SAID RIGHT OF WAY, AND ALONG THE SOUTHWESTERN LINE OF THE AFORESAID NCDOT TRACT, NORTH 55 DEGREES 57 MINUTES 41 SECONDS WEST 258.21 FEET TO THE POINT OF BEGINNING, AND CONTAINING 3.55 ACRES, MORE OR LESS. THE ABOVE CONTAINS A PORTION OF A 130 FOOT WIDE RIGHT OF WAY WHICH WAS ABANDONED BY CSX RAILROAD BY DEED RECORDED IN BOOK 1389, PAGE 1122, NEW HANOVER REGISTRY, AND IS THE REMAINDER OF THE NORTHWEST PORTION OF THAT LAND DESCRIBED IN DEED BOOK 3174, PAGE 324, NEW HANOVER REGISTRY. LEGAL DESCRIPTION AS NOW SURVEYED BEING THE PROPERTY OF WILMINGTON AREA REBUILDING MINISTRY, INC. AS RECORDED IN DEED BOOK 6241 AT PAGE 415 OF THE NEW HANOVER COUNTY PUBLIC REGISTRY AND BEING DESCRIBED AS FOLLOWS: BEGINNING AT A FOUND PINCHED IRON PIPE AT THE NORTHWESTERLY CORNER OF THE PROPERTY OF WILMINGTON AREA REBUILDING MINISTRY, INC. AS RECORDED IN DEED BOOK 6241 AT PAGE 415, THE SOUTHWESTERLY CORNER OF THE PROPERTY OF WILMINGTON AREA REBUILDING MINISTRY, INC. AS RECORDED IN DEED BOOK 6604 AT PAGE 278 AND BEING ON THE SOUTHEASTERLY LINE OF THE PROPERTY OF CLPF CAPE HARBOR LLC AS RECORDED IN DEED BOOK 6568 AT 2100 ALL OF THE NEW HANOVER COUNTY PUBLIC REGISTRY, HAVING NC STATE PLANE COORDINATES NAD 83(2011) N:190,192.30 E: 2,353,796.77 AND BEING LOCATED S 39°21'11" W FOR A DISTANCE OF 211.38 FEET FROM A FOUND PINCHED IRON PIPE AT THE NORTHWESTERLY CORNER OF THE PROPERTY OF WILMINGTON AREA REBUILDING MINISTRY, INC. AS RECORDED IN DEED BOOK 6604 AT PAGE 278; THENCE FROM SAID POINT OF BEGINNING WITH THE COMMON LINE BETWEEN THE PROPERTY OF WILMINGTON AREA REBUILDING MINISTRY, INC. AS RECORDED IN DEED BOOK 6241 AT PAGE 415 AND THE PROPERTY OF PROPERTY OF WILMINGTON AREA REBUILDING MINISTRY, INC. AS RECORDED IN DEED BOOK 6604 AT PAGE 278 S 55°51'13" E, PASSING A FOUND PINCHED IRON PIPE AT 230.20 FEET, FOR A TOTAL DISTANCE OF 258.19 FEET TO A FOUND 5/8” IRON ROD ON THE RIGHT OF WAY OF NCDOT TIP PROJECT U-4751; THENCE WITH SAID RIGHT OF WAY OF NCDOT TIP PROJECT U-4751 THE FOLLOWING FOUR (4) COURSES AND DISTANCES: 1.)S 11°37'58" W FOR A DISTANCE OF 142.63 FEET TO A FOUND NCDOT RIGHT-OF-WAY DISK; THENCE 2.)S 13°18'55" W FOR A DISTANCE OF 189.03 FEET TO A POINT; THENCE 3.)S 08°14'04" E FOR A DISTANCE OF 97.01 FEET TO A POINT; THENCE 4.)ALONG AN ARC OF CURVE TO THE LEFT HAVING A RADIUS OF 404.00 FEET, AN ARC DISTANCE OF 55.90 FEET, A DELTA ANGLE OF 07°55'42" AND WHOSE LONG CHORD BEARS S 12°32'27" E FOR A DISTANCE OF 55.86 FEET TO A POINT ON THE NORTHEASTERLY LINE OF CAPE HARBOR DRIVE (NCDOT TIP PROJECT U-4751, VARIABLE WIDTH RIGHT-OF-WAY); THENCE WITH SAID NORTHEASTERLY LINE OF CAPE HARBOR DRIVE THE FOLLOWING FOUR (4) COURSES AND DISTANCES: 1.)N 55°51'46" W FOR A DISTANCE OF 75.23 FEET TO A POINT; THENCE 2.)N 52°47'27" W FOR A DISTANCE OF 94.26 FEET TO A POINT; THENCE 3.)ALONG AN ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 340.00 FEET, AN ARC DISTANCE OF 45.49 FEET, A DELTA ANGLE OF 07°39'57" AND WHOSE LONG CHORD BEARS N 56°49'39" W FOR A DISTANCE OF 45.46 FEET TO A FOUND NCDOT RIGHT-OF-WAY DISK; THENCE 4.)N 62°19'44" W FOR A DISTANCE OF 37.59 FEET TO A FOUND NCDOT RIGHT-OF-WAY DISK ON THE NORTHWESTERLY TERMINUS OF THE RIGHT-OF-WAY OF CAPE HARBOR DRIVE AND BEING ON THE SOUTHEASTERLY LINE OF THE AFOREMENTIONED PROPERTY OF CLPF CAPE HARBOR LLC; THENCE WITH THE PROPERTY OF CLPF CAPE HARBOR DRIVE LLC THE FOLLOWING TWO (2) COURSES AND DISTANCES: 1.)N 55°50'03" W FOR A DISTANCE OF 275.79 FEET TO FOUND 1” IRON PIPE; THENCE 2.)N 39°51'52" E FOR A DISTANCE OF 420.40 FEET TO THE POINT AND PLACE OF BEGINNING AND CONTAINING 154,405 SQUARE FEET OR 3.545 ACRES OF LAND, MORE OR LESS. ADVAN C E COPY NC G R I D N A D 8 3 ( 2 0 1 1 ) S X 10 9 OHE D S INDEX CONTOUR INTERMEDIATE CONTOUR EDGE OF PAVEMENT CURB AND GUTTER PROPERTY LINE ADJOINER PROPERTY LINE (NOT SURVEYED) FENCE LINE SANITARY SEWER STORM SEWER OVERHEAD ELECTRIC UNDERGROUND COMMUNICATION SERVICE BENCHMARK POWER / UTILITY POLE STORM DRAIN MANHOLE (DMH) SANITARY SEWER MANHOLE (SMH) WATER VALVE WATER METER FIRE HYDRANT STREET LIGHT / LAMP LEGEND C SWALE / DITCH LINE UNDERGROUND GAS SERVICEG UNDERGROUND ELECTRIC SERVICEE UNDERGROUND WATER LINEW EP C&G CALCULATED POINT (NO MONUMENT SET) #5 IRON REBAR SET IRON REBAR FOUND (SIZE NOTED)IRF IRS GM SANITARY SEWER CLEAN-OUT GAS METER GAS VALVE CONCRETE MONUMENT FOUNDMONF MISCELLANEOUS ITEM (AS NOTED) GUARD RAIL TREE LINE EM ELECTRIC METER IRON PIPE FOUND (SIZE NOTED)IPF E E E SITE CA P E H A R B O R D R I V E OGD O N P A R K D R I V E MARKET STREET US HWY 17 SR 1409 MILITARY CUTOFF ROAD US H W Y 1 7 SR 1 4 0 9 MIL I T A R Y CU T O F F R O A D NETHERLANDS DRIVE APPROXIMATE ROAD RIGHT-OF-WAY (NOT SURVEYED) PINCH PIPE FOUND (SIZE NOTED)PPF DB - DEED BOOK PG - PAGE SDP - STORM DRAIN PIPE IE: - INVERT ELEVATION RCP - REINFORCED CONCRETE PIPE E ZONING NOTES 5.PARKING REQUIREMENTS: MINIMUM PARKING REQUIRED: (TABLE 5.1.2.A) HOTEL OR MOTEL: 1 PARKING SPACE PER BEDROOM AND 2 PARKING SPACES PER 1,000 SQUARE FEET COMMON INDOOR SPACE A MAXIMUM OF 35% OF THE TOTAL NUMBER OF PARKING SPACES PROVIDED MAY BE DESIGNATED FOR VALET OR TANDEM SPACES EXCEPT FOR RESTAURANT, WHERE UP TO 50% OF SPACES MAY BE DESIGNATED FOR VALET PARKING, AND HOTELS, WHERE UP TO 60% OF PARKING SPACES MAY BE DESIGNATED FOR VALET PARKING (SECTION 5.1.3.E) 6.EXISTING PARKING COUNT: 0 (VACANT LOT) AREA WITHIN CONTROL-OF-ACCES AREA WITHIN RIGHT-OF-WAY 08/29/2023 REVISED PER COMMENTS CORNER COORDINATES 11/01/2023 REVISED POB AND CONTROL 06/18/2024 ATTORNEY COMMENTS 09/11/2024 REVISED LEGAL DESCRIPTION 10/03/2024 ADDITIONAL TOPOGRAPHY C C E E OH E OH E OH E OH E OH E OHE OHE OHE OHE O H E OHE OHE OHE OHE OH E OH E X X X X X X X X X X X X X X 47 . 2 5 46 . 3 3 46 . 0 6 46 . 8 2 46 . 1 1 45 . 9 8 46 . 2 0 46 . 0 0 46.5 0 47. 4 7 E 47.6 5 46.6 5 46 . 2 0 46.4 0 47.04 47.46 47.23 46.81 47.28 47.16 46 . 1 2 4 6 . 1 0 46 . 0 4 46 . 1 8 47.1 8 46.0 8 45 . 9 5 47 . 0 5 46 . 8 0 45 . 7 5 46 . 0 4 46 . 5 1 46 . 6 4 46 . 7 1 47 . 0 8 47.30 146246.42GRT DIN11 DIN12 S /CI D 45 . 9 9 46 . 0 1 4 5 . 9 9 46.22 46.28 149546.09GRT DIN11 DIN13 S /CI 46.17 46.19 45.82 45.36 45 . 1 8 MPH 25 CO 46 . 5 7 46 . 6 9 46. 6 4 46.5946.62 S CO S STOP AHEAD E E G G G G X X X X X X X X CBX CBX TCB TCB TCB TCB MKP GAS S S S S S S S S S S S S S 46.3 42.9 45.1 42.6 43.145 . 1 43 . 3 45.6 43.8 45 . 3 45.146 . 2 46.4 44 . 0 47 . 1 46 . 5 43 . 8 45 . 3 43 . 6 44 . 8 45 . 9 45 . 2 43 . 5 44 . 6 42 . 7 45 . 0 4 5 . 0 42.5 42.1 41.9 41.9 42.0 44 . 7 44.6 45.0 46. 8 3 44 . 446 . 0 46.1 45 . 9 45 . 6 44 . 1 45 . 8 46 . 5 2 46 . 3 4 45 . 3 43 . 8 44 . 7 45 . 9 45 . 9 42 . 9 44 . 3 44 . 4 43 . 5 45 . 5 44. 246 . 7 46 . 5 46 . 4 45. 9 44. 5 45. 7 47. 0 0 47. 2 44. 9 46. 4 47.0 47.4 46 . 8 47.2 47.0 46.7 47.1 9 46.3 46.3 46 . 4 47.18 46.8 45.0 46.8 46.0137545.00DL1 46.5 47.02 46.8 46.5 46.9 46.5 46.3 46.1 44.9 46.6 46 . 3 46 . 6 45 . 6 45 . 9 141745.37GR 141845.63GR 46.6 46.6 7 45.9 44. 3 45. 6 45 . 544. 145 . 4 46 . 4 6 46. 945. 646. 2 45 . 8 46 . 4 46 . 2 44 . 7 46 . 6 46 . 2 5 45 . 5 44 . 3 45 . 6 46 . 0 43 . 5 46 . 1 46 . 1 6 45 . 8 46 . 5 47.10 43.4 46.7 46.7 46.1 46.1 45.1 42.8 46.5 46.9 47.0 46.5 46.9 47.2 47.2 42.1 45.0 44.3 43.3 46.2 46.2 45 . 7 43.2 44.9 47.4 47 . 5 48.1 47.2 47.9 47 . 7 45.8 47.5 46.1 46.9 46 . 5 47.1 46.3 45.7 45 . 4 46 . 1 48 . 1 47.6 48.0 45 . 3 45 . 8 45 . 3 45.6 45.8 45.8 55.7 55 . 9 51.6 51 . 9 57 . 2 58.3 45 . 6 45.7 47 . 1 47.445.6 47 . 1 47 . 6 47 . 4 47. 2 165046.34OHW7 E / CONTINUES 46 . 2 6 T C 4 6 . 5 6 46 . 2 0 4 6 . 4 1 46.62 46.68 46.71 46.37 46 . 7 2 47. 1 3 46.9147.02 N 5 2 ° 4 7 ' 2 7 " W 9 4 . 2 6 ' L1 C1 S 0 8 ° 1 4 ' 0 4 " E 9 7 . 0 1 ' S 13°1 8 ' 5 5 " W 1 8 9 . 0 3 ' C2 C&G C& G EP EPEP EP EP EP EP EP EP PUBLIC UTILITY EASEMENT (PUE) DB 6176, PG 1741 4' C H A I N L I N K F E N C E MONF / DISK MONF / DISK IRS(#5) IRS(#5) IRS(#5) IRS(#5) IRS(#5) MONF / DISK 6' C H A I N LIN K F E N C E RIGHT-OF-WAY PER DB 6176, PG 1741 CA P E H A R B O R D R I V E VA R I A B L E P U B L I C R I G H T - O F - W A Y NC D O T T I P P R O J E C T : U - 4 7 5 1 WB S : 40 1 9 1 . 2 . 1 MARKET STREET VARIABLE PUBLIC RIGHT-OF-WAY NCDOT TIP PROJECT: U-4751 WBS: 40191.2.1 DB 6176, PG 1741 SWALE / DITCH LINE 25' SI D E S E T B A C K (AS P E R Z O N I N G R E P O R T ) INVERT OF OF 24" RCP NOT ACCESSIBLE 24"RC P FES IE: 42.25 FES IE: 42.74 FES IE: 42.70 FES IE: 43.22 FES IE: 42.54 FES IE: 42.87 IE: 41.15 15"RCP 15"RCP 4' C H A I N L I N K F E N C E 4' CHAIN LINK FENCE 4' C H A I N L I N K F E N C E IE: 45.17 IE: 44.62 IE: 44.04 15" HDP E 15" R C P IE: 44.1± FES IE: 44.1 ± 18" R C P IE: 43.25 15 " R C P CB #1462 GR: 46.42 A) IN 21" RCP IE: 42.13 B) IN 18" RCP IE: 42.19 OUT 21" RCP IE: 42.09 DMH #1463 RIM: 46.64 IN 18" RCP IE: 43.02 OUT 21" RCP IE: 42.19 SMH #1647 RIM: 47.64 IN 8" PVC IE: 40.19 OUT 8" PVC IE: 40.04 CB #1495 GR: 46.09 A) IN 21" RCP IE: 41.72 B) IN 18" RCP IE: 41.41 OUT 30" RCP IE: 41.19 CB #1472 GR: 46.00 OUT 12" RCP / DIP IE: 43.75 RIP-RAP IE: 43.58 IE: 41.66 18 " R C P 12"RCP / DIP SMH #1649 RIM: 46.47 IN 8" PVC IE: 37.97 OUT 8" PVC IE: 37.91 PID: R04300-003-047-000 STREETSMART STORAGE I WILMINGTON LLC DB 6366, PG 955 #6947 MARKET STREET PID: R04400-002-001-000 DEPARTMENT OF TRANSPORTATION DB 6065, PG 1747 #6943 MARKET STREET PID: R04300-003-047-000 STREETSMART STORAGE I WILMINGTON LLC DB 6366, PG 955 #6947 MARKET STREET PID: R04300-003-104-000 STREETSMART STORAGE I WILMINGTON LLC DB 6366, PG 955 MARKET STREET PID: R04300-003-041-000 STREETSMART STORAGE I WILMINGTON LLC DB 6366, PG 955 #6931 MARKET STREET PID: R04300-003-104-000 TERRELL R. HORTON, III DB 6021, PG 1605 #6927 MARKET STREET MARKET STREET VARIABLE PUBLIC RIGHT-OF-WAY NCDOT TIP PROJECT: U-4751 WBS:40191.2.1 C/A C/A R/W R/W R/W C/A EA S E M E N T I N P E R P E T U I T Y FO R H I G H W A Y R I G H T - O F - W A Y DB 6 1 0 8 , P G 1 7 1 0 ) 10' FIBER OPTIC LINE EASEMENT AND 15' TEMPORARY CONSTRUCTION EASEMENT DB 1429, PG 1700 ENCROACHMENT PERMIT TO BE RECORDED (SEE NOTE 17) IPF(2") IRF(#10) R/W R/W R/W R/W R/W C/A C/A C/A IPF(1") PKF SHEET 1 SHEET 2 SHEET 1 SHEET 2 IE: 45.02 (B ) 21"RCP (A)21"RCP 18"RCP 30"RCP (A) C&G (B ) 8"PVC 8"PVC 8"PVC 8"PVC 8"PVC APPROXIMATE RIGHT-OF-WAY AP P R O X I M A T E R I G H T - O F - W A Y AP P R O X I M A T E R I G H T - O F - W A Y APPROXIMATE RIGHT-OF-WAY AP P R O X I M A T E C O N T R O L AC C E S S R I G H T - O F - W A Y 4 5 45 4 5 45 45 45 45 45 45 45 45 45 45 45 45 45 45 EP EP E12 E13E12 E13E12 E13 E11 DATE: 11/01/2023SCALE: 1" = 40' V:\150160 - Noble Investments Hotel\150160-01-007 (SUR) - Hotel Market Street Wilmington NC\Survey\Plats\Boundary\150160-01-007 ALTA-Topo TASK: SURVEY DATE: BY: CHK: OF DWG: BCG PROJECT NO: REVISION SHEET QC: F-1445    V:\150160 - Noble Investments Hotel\150160-01-007 (SUR) - Hotel Market Street Wilmington NC\Survey\Plats\Boundary\150160-01-007 ALTA-Topo EX001 10/16 - 10/17/2023 WTC 1 1150160-01-007 JPP TOPOGRAPHICAL SURVEY OF: 3.545 ACRES± PROPERTY OWNED BY WILMINGTON AREA REBUILDING MINISTRY, INC. TMS #R04400-002-004-000 CITY OF OF WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA PREPARED FOR NF V ACQUISITIONS, LLC REFERENCES 1.NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) TIP PROJECT: U-4751 WBS: 40191.2.1 2.DEED BOOK 6176, PAGE 1741 3.DEED BOOK 6241, PAGE 415 VICINITY MAP SCALE: 1" = 1000' NOTES 1.THE SURVEYED PROPERTY DELINEATED HEREON IS LOCATED IN NEW HANOVER COUNTY, NORTH CAROLINA AS TMS #R04400-002-004-000. 2.THE SURVEYED PROPERTY IS CURRENTLY IN THE NAME OF WILMINGTON AREA REBUILDING MINISTRY, INC. RECORDED IN DEED BOOK 6241, PAGE 415 IN THE ROD OFFICE OF NEW HANOVER COUNTY, NORTH CAROLINA. 3.BOUNDARY INFORMATION AS SHOWN HEREON IS BASED ON A FIELD SURVEY PERFORMED BY BOWMAN CONSULTING GROUP, LTD. ON 08/01 - 08/02/2023. SURVEY REPRESENTS A SURVEY OF OCCUPATION USING EVIDENCE FOUND AND REFERENCES SHOWN. 4.NO SUBSURFACE INVESTIGATION WAS MARKED AT THE TIME OF THIS SURVEY, THEREFORE THIS DOCUMENT DOES NOT REFLECT THE EXISTANCE OR NONEXISTANCE OF NONVISABLE CONDITIONS WHICH MAY AFFECT THIS PROPERTY EXCEPT AS SHOWN HEREON. NC811 WAS NOTIFIED ON 07/27/2023, TICKET # C232082518. 5.THE SURVEYED PROPERTIES AS SHOWN HEREON ARE SUBJECT TO ALL COVENANTS AND RESTRICTIONS OF RECORD AND THOSE RECORDED HEREWITH. BOWMAN CONSULTING GROUP, LTD. WAS PROVIDED WITH A COPY OF FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT NUMBER NCS-1182379-ATL , EFFECTIVE JULY 11, 2023, AT8:00 AM , LAST REVISED ___________, FOR TITLE INSURANCE, AND SCHEDULE B - SECTION II EXCEPTIONS ARE ADDRESSED IN THE TITLE COMMITMENT REVIEW. 6.THE SURVEYED PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN ZONE X AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP FOR NEW HANOVER COUNTY, NORTH CAROLINA, COMMUNITY PANEL NUMBER 3720315900J, EFFECTIVE DATE 04/03/2006 AND 3720315800K, EFFECTIVE DATE 08/28/2018. 7.THE LOCATION OF ALL VISIBLE BUILDINGS, STRUCTURES AND OTHER IMPROVEMENTS SITUATED ON THE SURVEYED PROPERTY, WHICH HAS BEEN CAREFULLY ESTABLISHED BY THE CLASSIFICATION AND SPECIFICATIONS FOR CADASTRAL SURVEYS, ARE CORRECTLY SHOWN AT THE TIME OF THE SURVEY. 8.ALL EASEMENTS AND RIGHTS-OF-WAY APPARENT FROM A CAREFUL PHYSICAL INSPECTION OF THE SURVEYED PROPERTY, OR AS IDENTIFIED IN SCHEDULE B - SECTION II OF THE COMMITMENT FOR TITLE INSURANCE ARE CORRECTLY SHOWN UNLESS OTHERWISE NOTED. 9.THERE ARE NO VISIBLE ENCROACHMENTS ON ADJOINING PREMISES, STREETS OR EASEMENTS, BY VISIBLE BUILDINGS, STRUCTURES, NOR VISIBLE ENCROACHMENTS ON SAID PROPERTY BY VISIBLE STRUCTURES SITUATED ON ADJOINING PREMISES EXCEPT AS SHOWN. 10.NORTH MERIDIAN INFORMATION AS SHOWN HEREON IS BASED ON NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NAD 83 US SURVEY FOOT, DISTANCES SHOWN ARE HORIZONTAL "GROUND DISTANCES". 11.AS OF THE DATE OF THE SURVEY, THERE WAS NO OBSERVED EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS ON THE REMAINING SUBJECT PROPERTIES. 12.AS OF THE DATE OF THE SURVEY, THERE WAS NO OBSERVED EVIDENCE OF WETLAND DELINEATION WITHIN THE PROPERTY. 13.AS OF THE DATE OF THE SURVEY, THERE WAS NO OBSERVED EVIDENCE OF PARKING SPACES WITHIN THE PROPERTY. 14.ADDRESS: 6955 MARKET STREET, WILMINGTON, NC 15.THE PROPERTY DEPICTED ON THIS SURVEY DESCRIBES A PORTION OF THE PROPERTY CONTAINED IN THAT CERTAIN GENERAL WARRANTY DEED RECORDED BOOK RB 6241, PAGE 415, NEW HANOVER COUNTY, NORTH CAROLINA. 16. THE PROPERTY SHOWN HEREON IS CONTIGUOUS ALONG ITS COMMON BOUNDARY LINES WITHOUT GAP, GORES, HIATUS OR OVERLAPS. 17.REGARDING THE 15' TEMPORARY CONSTRUCTION EASEMENT IN DB 1429, PG 1700, THE GRANTEE HAS THE RIGHT TO CHOSE WHICH SIDE OF THE STRIP OF LAND FOR THE CONSTRUCTION OF THE 10' FIBER OPTIC LINE EASEMENT. IT IS UNKNOWN TO WHICH SIDE OF THE FIBER OPTIC LINE THE EASEMENT IS LOCATED. SURVEYOR'S CERTIFICATION TO FIRST AMERICAN INSURANCE COMPANY, NF V ACQUISITIONS, LLC AND WILMINGTON AREA REBUILDING MINISTRY, INC. 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, 6(a), 8, 11(a), 13, 14, 16, 17, 18 & 19 ($5M) OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON 08/01 - 08/02/2023. I ALSO CERTIFY THAT THIS MAP OR PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTIONS AS SHOWN ON PLAT), THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY IS 1: 10000 +; THAT THIS MAP OR PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. _________________________________________________________________________________________ JOHN P. PETRUCCO DATE NORTH CAROLINA PROFESSIONAL LAND SURVEYOR LICENSE NO. L - 5346 ADVANCE COPY ZONING NOTES 1.A ZONING REPORT WAS ISSUED BY ZONING-INFO, INC., DATED 08/18/2023. 2.CURRENT ZONING OF PROPERTY "B-2" REGIONAL BUSINESS DISTRICT 3.ZONING SITE REQUIREMENTS: MINIMUM LOT SIZE:N/A MINIMUM LOT WIDTH/FRONTAGE AND DEPTH:N/A MAXIMUM DENSITY:N/A MAXIMUM BUILDING HEIGHT: 3 STORIES OR 50 FEET 4.SETBACK REQUIREMENTS: FRONT: 25 FEET SIDE:25 FEET REAR:0 FEET ADJACENT TO DISTRICTS IN THE RMF, MIXED USE OR COMMERCIAL & INDUSTRIAL CATEGORIES OR 35 FEET FROM RESIDENTIAL USES AND PLATTED LOTS. ADVAN C E COPY NC G R I D N A D 8 3 ( 2 0 1 1 ) S X 10 9 OHE D S INDEX CONTOUR INTERMEDIATE CONTOUR EDGE OF PAVEMENT CURB AND GUTTER PROPERTY LINE ADJOINER PROPERTY LINE (NOT SURVEYED) FENCE LINE SANITARY SEWER STORM SEWER OVERHEAD ELECTRIC UNDERGROUND COMMUNICATION SERVICE BENCHMARK POWER / UTILITY POLE STORM DRAIN MANHOLE (DMH) SANITARY SEWER MANHOLE (SMH) WATER VALVE WATER METER FIRE HYDRANT STREET LIGHT / LAMP LEGEND C SWALE / DITCH LINE UNDERGROUND GAS SERVICEG UNDERGROUND ELECTRIC SERVICEE UNDERGROUND WATER LINEW EP C&G CALCULATED POINT (NO MONUMENT SET) #5 IRON REBAR SET IRON REBAR FOUND (SIZE NOTED)IRF IRS GM SANITARY SEWER CLEAN-OUT GAS METER GAS VALVE CONCRETE MONUMENT FOUNDMONF MISCELLANEOUS ITEM (AS NOTED) GUARD RAIL TREE LINE EM ELECTRIC METER IRON PIPE FOUND (SIZE NOTED)IPF SITE CA P E H A R B O R D R I V E OGD O N P A R K D R I V E MARKET STREET US HWY 17 SR 1409 MILITARY CUTOFF ROAD US H W Y 1 7 SR 1 4 0 9 MIL I T A R Y CU T O F F R O A D NETHERLANDS DRIVE APPROXIMATE ROAD RIGHT-OF-WAY (NOT SURVEYED) PINCH PIPE FOUND (SIZE NOTED)PPF DB - DEED BOOK PG - PAGE SDP - STORM DRAIN PIPE IE: - INVERT ELEVATION RCP - REINFORCED CONCRETE PIPE ZONING NOTES 5.PARKING REQUIREMENTS: MINIMUM PARKING REQUIRED: (TABLE 5.1.2.A) HOTEL OR MOTEL: 1 PARKING SPACE PER BEDROOM AND 2 PARKING SPACES PER 1,000 SQUARE FEET COMMON INDOOR SPACE A MAXIMUM OF 35% OF THE TOTAL NUMBER OF PARKING SPACES PROVIDED MAY BE DESIGNATED FOR VALET OR TANDEM SPACES EXCEPT FOR RESTAURANT, WHERE UP TO 50% OF SPACES MAY BE DESIGNATED FOR VALET PARKING, AND HOTELS, WHERE UP TO 60% OF PARKING SPACES MAY BE DESIGNATED FOR VALET PARKING (SECTION 5.1.3.E) 6.EXISTING PARKING COUNT: 0 (VACANT LOT) TITLE COMMITMENT SCHEDULE B-SECTION II REVIEW I FURTHER CERTIFY THAT (I) I HAVE EXAMINED TITLE DOCUMENTS FOR THE PROPERTY HEREIN DESCRIBED PROVIDED BY FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT NUMBER NCS-1182379-ATL, EFFECTIVE DATE JULY 11, 2023 AT 8:00 AM, LAST REVISED ______________ AND (II) WITH RESPECT TO THE ITEMS IDENTIFIED IN SCHEDULE B - SECTION II WITH RESPECT TO THE PROPERTY. 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. *Response: Not a survey matter. 2.Taxes or assessments (a) that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. *Response: Not a survey matter. 3.Any facts, rights, interests, or claims that are not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. *Response: Not a survey matter. 4.Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. *Response: Not a survey matter. 5.Any mineral or mineral rights leased, granted or retained by current or prior owners. *Response: Not a survey matter. 6.Taxes for the year 2023, which are a lien, but not yet due and payable, and all subsequent years. *Response: Not a survey matter. 7.Temporary Deed of Easement to the Department of Transportation recorded in Book 4117, Page 85, New Hanover County Registry. *Response: Does not affect subject property. 8.Easement and Right-of-Way to Carolina Power & Light Company recorded in Book 639, Page 630, New Hanover County Registry. *Response: General in nature, therefore cannot be plotted with document provided. 9.Easement to New Hanover County Water and Sewer District, a body corporate and politic of the State of North Carolina recorded in Book 1528, Page 917; Book 1528, Page 921; Book 1793, Page 112; Book 2246, Page 923, New Hanover County Registry. *Response: Does not affect subject property. 10.General Utility Easement to City of Wilmington, a municipal corporation recorded in Book 2771, Page 940; Book 2771, Page 954, New Hanover County Registry. *Response: Does not affect subject property. 11.Communication Systems Right-of-Way and Easement Agreement to American Telephone and Telegraph Company, a New York corporation recorded in Book 1428, Page 1318; Book 1428, Page 1320; Book 1428, Page 1322; Book 1428, Page 1324; Book 1429, Page 1700, New Hanover County Registry. *Response: As shown on survey. 12.Consent Judgement recorded in Book 6176, Page 1741, New Hanover County Registry. *Response: Right-of-way and Easement as shown on survey. 13.Memorandum of Action recorded in Book 5911, Page 2166; Book 5982, Page 1907; Book 5988, Page 167, New Hanover County Registry. *Response: Right-of-way as shown on survey. 14.Affidavit of Correction of Notarial Certificate recorded in Book 6245, Page 2048, New Hanover County Registry. *Response: Not a survey matter. 15.Terms and conditions of unrecorded Ground Lease as evidenced by Notice Regarding Title (Lease) and all references therein recorded in Book 5792, Page 2079, New Hanover County Registry. *Response: Not a survey matter. Deed does not contain metes and bounds description. 16.Declaration of Abandonment and Easement (CSX Railroad) recorded in Book 1389, Page 1122; Book 1397, Page 656 (amendment), New Hanover County Registry. *Response: As shown on survey. 17.Rights of parties in possession. *Response: Not a survey matter. 18.Encroachments, overlaps, boundary line disputes, deficiency in amount of area, rights, easements, ditches, cartways, setbacks, railroads (active or abandoned with rights of the railroad), burial grounds, rights of parties in possession, interests or claims which would be revealed by a current and accurate survey and inspection of the Land. *Response: As shown on survey, if any. 19.Rights of others in and to the continuous and uninterrupted flow of the waters bounding or crossing the Land and riparian and/or littoral rights incident to the Land. *Response:Not a survey matter. 20.Any inaccuracy in the area, square footage or acreage of the Land to be insured hereunder. 21.Title to and easements in, any portion of the Land lying within any highways, roads, streets or other ways Including, but not limited to, Cape Harbour Drive and abandoned 130 foot wide right of way located on the land utilized for ingress and egress. 22.Any lien, or right to a lien for services, labor or material or rental equipment heretofore or hereafter furnished, imposed by law and not shown on the Public Records. *Response: Not a survey matter. 23.Rights of others in and to the use of easements appurtenant affecting the Land, if any. *Response: Not a survey matter. 24.Title to that portion of the Land, if any, lying within the railroad right of way extending up to one hundred feet (100') on each side of the tracks or two hundred feet (200') in total width, whichever is greater and rights of way for railroad, switch tracks, spur tracks, railway facilities, easements, and other related interests, if any, on and across the Land. *Response: Refer to ITEM 16. (Declaration of Abandonment and easement (CSX Railroad) E E E E AREA WITHIN CONTROL-OF-ACCES AREA WITHIN RIGHT-OF-WAY PRELIMINARY - NOT FOR RECORDATION OR CONVEYANCES 08/29/2023 REVISED PER COMMENTS CORNER COORDINATES 11/01/2023 REVISED POB AND CONTROL 06/18/2024 ATTORNEY COMMENTS 09/11/2024 REVISED LEGAL DESCRIPTION 10/03/2024 ADDITIONAL TOPOGRAPHY OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE OHE OH E OHE OH E OHE OHE OHE OHE OHE D E D MPH 25 CO CO S STO P AHE A D G G G G G G G G G G G PUB L I C U T I L I T Y EAS E M E N T ( P U E ) DB 6 1 7 6 , P G 1 7 4 1 PID : R 0 4 4 0 0 - 0 0 2 - 0 0 4 - 0 0 0 WIL M I N G T O N A R E A R E B U I L D I N G M I N I S T R Y , I N C . ARE A : 1 5 4 , 4 0 5 S Q . F T . O R PID : R 0 4 3 0 0 - 0 0 3 - 0 4 7 - 0 0 0 STR E E T S M A R T S T O R A G E I WIL M I N G T O N L L C DB 6 3 6 6 , P G 9 5 5 #69 4 7 M A R K E T S T R E E T 4' C H A I N L I N K F E N C E 4' C H A I N L I N K F E N C E 6' C H A I N LI N K F E N C E 6' C H A I N L I N K F E N C E RIG H T - O F - W A Y P E R DB 6 1 7 6 , P G 1 7 4 1 C A P E H A R B O R D R I V E VA R I A B L E P U B L I C R I G H T - O F - W A Y NC D O T T I P P R O J E C T : U - 4 7 5 1 W B S : 40 1 9 1 . 2 . 1 MAR K E T S T R E E T VAR I A B L E P U B L I C R I G H T - O F - W A Y NCD O T T I P P R O J E C T : U - 4 7 5 1 WBS : 4 0 1 9 1 . 2 . 1 DB 6 1 7 6 , P G 1 7 4 1 25' F R O N T S E T B A C K (A S P E R Z O N I N G R E P O R T ) 25' S I D E S E T B A C K (AS P E R Z O N I N G R E P O R T ) 25 ' S I D E S E T B A C K (A S P E R Z O N I N G R E P O R T ) 4' C H A I N L I N K F E N C E 4' C H A I N LIN K F E N C E 4' C H A I N L I N K F E N C E SMH # 1 6 4 9 RIM: 4 6 . 4 7 IN 8 " P V C I E : 3 7 . 9 7 OUT 8 " P V C I E : 3 7 . 9 1 PID : R 0 4 3 0 0 - 0 0 3 - 0 4 7 - 0 0 0 STR E E T S M A R T S T O R A G E I WILM I N G T O N L L C DB 6 3 6 6 , P G 9 5 5 #69 4 7 M A R K E T S T R E E T PID : R 0 4 4 0 0 - 0 0 2 - 0 0 1 - 0 0 0 DEP A R T M E N T O F T R A N S P O R T A T I O N DB 6 0 6 5 , P G 1 7 4 7 #69 4 3 M A R K E T S T R E E T PID : R 0 4 3 0 0 - 0 0 3 - 0 4 7 - 0 0 0 STR E E T S M A R T S T O R A G E I WILM I N G T O N L L C DB 6 3 6 6 , P G 9 5 5 #69 4 7 M A R K E T S T R E E T PID : R 0 4 3 0 0 - 0 0 3 - 1 0 4 - 0 0 0 STR E E T S M A R T S T O R A G E I WILM I N G T O N L L C DB 6 3 6 6 , P G 9 5 5 MAR K E T S T R E E T PID : R 0 4 3 0 0 - 0 0 3 - 0 4 1 - 0 0 0 STR E E T S M A R T S T O R A G E I WIL M I N G T O N L L C DB 6 3 6 6 , P G 9 5 5 #69 3 1 M A R K E T S T R E E T PID : R 0 4 3 0 0 - 0 0 3 - 1 0 4 - 0 0 0 TER R E L L R . H O R T O N , I I I DB 6 0 2 1 , P G 1 6 0 5 #69 2 7 M A R K E T S T R E E T MAR K E T S T R E E T VAR I A B L E P U B L I C R I G H T - O F - W A Y NCD O T T I P P R O J E C T : U - 4 7 5 1 WBS : 401 9 1 . 2 . 1 8"PV C 8"PV C S S S S S S S S S S S S S S S S S 8"P V C LIN E T A B L E LIN E L1 L2 BEA R I N G N 55 ° 5 1 ' 4 6 " W N 62 ° 1 9 ' 4 4 " W LEN G T H 75.2 3 ' CUR V E N 5 2 ° 4 7 ' 2 7 " W 9 4 . 2 6 ' L1 C1 S 0 8 ° 1 4 ' 0 4 " E 9 7 . 0 1 ' S 1 3 ° 1 8 ' 5 5 " W 1 8 9 . 0 3 ' S 1 1 ° 3 7 ' 5 8 " W 1 4 2 . 6 3 ' N 5 5 ° 5 0 ' 0 3 " W 2 7 5 . 7 9 ' L2 C2 C& G C&G EP EP E P E P E P EP EP EP E P E P EP EP EP E P E P C&G S 3 9 ° 4 4 ' 1 0 " W 89 . 9 7 ' TIE 24"P V C 24"P V C HYD R A N T VAL V E 6" X 6 " T E E 8" X 8 " T E E 8" G A T E V A L V E 8" - 6 " R E D U C E R 6" G A T E V A L V E 6" P V C WAT E R 8" P V C WAT E R 213544.66SN / STOP 213944.20WV 214044.16WV EM CON T R O L B O X S 3 9 ° 4 4 ' 1 0 " W 89 . 9 7 ' TIE TRA S H COM P A C T O R CON C R E T E DUM P S T E R MOT O R G A T E 8' V I N Y L FEN C E SPE E D BUM P E P G C &G C & G WAT E R L I N E I N F O F R O M C A P E H A R B O R APA R T M E N T S B Y B O R U M , W A D E A N D ASS O C I A T E S , P . A . D A T E D 7 / 2 1 / 1 9 9 4 CON T R A C T O R T O V E R I F Y B E F O R E CON S T R U C T I O N WAT E R L I N E I N F O F R O M C A P E H A R B O R A P A R T M E N T S B Y BOR U M , W A D E A N D A S S O C I A T E S , P . A . D A T E D 7 / 2 1 / 1 9 9 4 . CON T R A C T O R T O V E R I F Y B E F O R E C O N S T R U C T I O N PRO P O S E D 4 - S T O R Y B U I L D I N G 124 - K E Y M A R R I O T T S T U D I O R E S BUI L D I N G H E I G H T = 4 5 ' - 2 " CO M M O N I N D O O R S P A C E = 1 , 4 3 3 S F FRO N T E N T R A N C E T PROPOSED GRINDER PUMP (PRIVATE) PROPOSED SERVICE LINE & CLEANOUTS (PRIVATE) 373 LF PROPOSED 2" PVC FORCE MAIN (PRIVATE) PROPOSED FORCE MAIN NW OF SSMH 9 (PRIVATE) 47.23 LF OF 8" SDR-26 PVC @ 0.40%77.76 LF OF 8" SDR-26 PVC @ 0.40% SS #1 SS #2 SS #3 APPROXIMATE LOCATION OF 342 LF 6" SS LINE PER RECORD DRAWING 16013 ALL SEWER WITHIN THE ROW IS PUBLIC GRAVITY LINE STA 0+00 EX. RIM EL.= UNDER PAVEMENT INV. IN = 39.78' EX INV. OUT = 39.57' APPROXIMATE LOCATION OF EXISTING MANHOLE COVERED BY ASPHALT. CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATION PRIOR TO THE START OF THE CONSTRUCTION OF THE SEWER LINE. CONTRACTOR TO CONNECT INTO EXISTING MANHOLE, FIX MANHOLE RIM SO MANHOLE COVER SITS ON SURFACE OF THE ROAD. 112 STA 0+25 RIM EL. = 47.00 INV. IN = 39.89 INV. OUT = 39.89 106 STA 2+69 RIM EL. = 46.72 INV. IN = 41.03 INV. OUT = 41.03 103 STA 5+25 RIM EL. = 46.57 INV. IN = 42.13 INV. OUT = 42.13 101 STA 6+89 POLYCRETE MANHOLE RIM EL. = 46.39 INV. OUT = 42.87 107 STA 1+08 RIM EL. = 46.00 INV. IN = 40.26 INV. OUT = 40.26 1 6 4 . 6 7 L F O F 8 " C - 9 0 0 @ 0 . 4 5 % 25 5 . 4 7 L F O F 8 " C - 9 0 0 @ 0 . 4 3 % 1 6 1 . 3 9 L F O F 8 " C - 9 0 0 @ 0 . 4 8 % 82.73 LF OF 8" C-900 @ 0.45% 24.80 LF OF 8" C-900 @ 0.45% PAVEMENT REPAIR REQUIRED 8.4' 37.2' 8.3' PAVEMENT REPAIR REQUIRED T C A P E H A R B O R D R I V E VA R I A B L E P U B L I C R I G H T - O F - W A Y NC D O T T I P P R O J E C T : U - 4 7 5 1 W B S : 40 1 9 1 . 2 . 1 20. 0 ' 20 . 0 ' UT I L I T Y E X T E N S I O N P L A N S FO R D E V E L O P M E N T A T 6 9 5 5 M A R K E T S T R E E T NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A DESIGN DRAWN CHKD CM CM PL DATE DESCRIPTION 01/15/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 JULY 9, 2025 PLAN STATUS SHEET 10 1 3 0 P E R I M E T E R P A R K W A Y SU I T E 1 0 0 CH A R L O T T E , N C 2 8 2 1 6 PH O N E : ( 7 0 4 ) 4 1 2 - 7 4 7 4 BO W M A N N O R T H C A R O L I N A , L T D . BO W M A N . C O M © B o w m a n N o r t h C a r o l i n a , L t d . 03/26/24 CFPUA SUBMITTAL 04/29/24 CFPUA SUBMITTAL 06/25/24 CFPUA SUBMITTAL 08/14/24 CFPUA SUBMITTAL 09/11/24 CFPUA SUBMITTAL 11/08/24 CFPUA SUBMITTAL 12/12/24 CFPUA SUBMITTAL IS S U E D F O R C O N S T R U C T I O N 02/04/25 CFPUA SUBMITTAL 02/14/25 NCDOT SUBMITTAL 02/25/25 NCDOT SUBMITTAL 07/09/25 REV. LOD C2.0 SA N I T A R Y S E W E R P L A N 0 GRAPHIC SCALE ( IN FEET ) 1 INCH = FT 50 50 100 50 20025 1 1 OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE OHE OHE OHE OH E OHE OHE OHE OHE OHE 15.0 ' D E MPH 25 CO CO S STO P AHE A D G G G G G G G G G G G APP R O X I M A T E L O C A T I O N O F ABA N D O N E D C S X 1 3 0 ' R I G H T - O F - W A Y DB 1 3 9 7 , P G 6 5 6 DB 1 3 8 9 , P G 1 1 2 2 PUB L I C U T I L I T Y EAS E M E N T ( P U E ) DB 6 1 7 6 , P G 1 7 4 1 PID : R 0 4 4 0 0 - 0 0 2 - 0 0 4 - 0 0 0 WIL M I N G T O N A R E A R E B U I L D I N G M I N I S T R Y , I N C . DB 6 2 4 1 , P G 4 1 5 #69 5 5 M A R K E T S T R E E T ARE A : 1 5 4 , 4 0 5 S Q . F T . O R 3.54 5 A C R E S PID : R 0 4 3 0 0 - 0 0 3 - 0 3 3 - 0 0 0 CLP F C A P E H A R B O R L L C DB 6 5 6 8 , P G 2 1 0 0 #71 1 3 C A P E H A R B O R D R I V E PID : R 0 4 3 0 0 - 0 0 3 - 0 4 7 - 0 0 0 STR E E T S M A R T S T O R A G E I WILM I N G T O N L L C DB 6 3 6 6 , P G 9 5 5 #69 4 7 M A R K E T S T R E E T 4' C H A I N L I N K F E N C E 4' C H A I N L I N K F E N C E 6' C H A I N L I N K F E N C E 6' C H A I N L I N K F E N C E RIG H T - O F - W A Y P E R DB 6 1 7 6 , P G 1 7 4 1 C A P E H A R B O R D R I V E VA R I A B L E P U B L I C R I G H T - O F - W A Y NC D O T T I P P R O J E C T : U - 4 7 5 1 W B S : 40 1 9 1 . 2 . 1 MAR K E T S T R E E T VAR I A B L E P U B L I C R I G H T - O F - W A Y NCD O T T I P P R O J E C T : U - 4 7 5 1 WBS : 4 0 1 9 1 . 2 . 1 DB 6 1 7 6 , P G 1 7 4 1 25' F R O N T S E T B A C K (A S P E R Z O N I N G R E P O R T ) 25' S I D E S E T B A C K (AS P E R Z O N I N G R E P O R T ) 25 ' S I D E S E T B A C K (A S P E R Z O N I N G R E P O R T ) 4 ' C H A I N L I N K F E N C E 4' C H A I N LIN K F E N C E 4' C H A I N L I N K F E N C E SMH # 1 6 4 9 RIM : 4 6 . 4 7 IN 8 " P V C I E : 3 7 . 9 7 OUT 8 " P V C I E : 3 7 . 9 1 PID : R 0 4 3 0 0 - 0 0 3 - 0 4 7 - 0 0 0 STR E E T S M A R T S T O R A G E I WILM I N G T O N L L C DB 6 3 6 6 , P G 9 5 5 #69 4 7 M A R K E T S T R E E T PID : R 0 4 4 0 0 - 0 0 2 - 0 0 1 - 0 0 0 DEP A R T M E N T O F T R A N S P O R T A T I O N DB 6 0 6 5 , P G 1 7 4 7 #69 4 3 M A R K E T S T R E E T PID : R 0 4 3 0 0 - 0 0 3 - 0 4 7 - 0 0 0 STR E E T S M A R T S T O R A G E I WILM I N G T O N L L C DB 6 3 6 6 , P G 9 5 5 #69 4 7 M A R K E T S T R E E T PID : R 0 4 3 0 0 - 0 0 3 - 1 0 4 - 0 0 0 STR E E T S M A R T S T O R A G E I WILM I N G T O N L L C DB 6 3 6 6 , P G 9 5 5 MAR K E T S T R E E T PID : R 0 4 3 0 0 - 0 0 3 - 0 4 1 - 0 0 0 STR E E T S M A R T S T O R A G E I WILM I N G T O N L L C DB 6 3 6 6 , P G 9 5 5 #69 3 1 M A R K E T S T R E E T PID : R 0 4 3 0 0 - 0 0 3 - 1 0 4 - 0 0 0 TER R E L L R . H O R T O N , I I I DB 6 0 2 1 , P G 1 6 0 5 #69 2 7 M A R K E T S T R E E T MAR K E T S T R E E T VAR I A B L E P U B L I C R I G H T - O F - W A Y NCD O T T I P P R O J E C T : U - 4 7 5 1 WBS : 401 9 1 . 2 . 1 EA S E M E N T I N P E R P E T U I T Y FO R H I G H W A Y R I G H T - O F - W A Y DB 6 1 0 8 , P G 1 7 1 0 ) APP R O X I M A T E L O C A T I O N O F 10' F I B E R O P T I C L I N E E A S E M E N T A N D 1 5 ' TEM P O R A R Y C O N S T R U C T I O N E A S E M E N T DB 1 4 2 9 , P G 1 7 0 0 (SE E N O T E 1 7 ) 8"PV C 8"P V C S S S S S S S S S S S S S S S 8"PV C BEN C H M A R K : # 1 0 0 IRO N R E B A R S E T ELE V A T I O N = 4 5 . 0 2 10. 0 ' 15. 0 ' 27 . 9 9 ' LIN E T A B L E LINE L1 L2 BEA R I N G N 55 ° 5 1 ' 4 6 " W N 62 ° 1 9 ' 4 4 " W LEN G T H 75.2 3 ' 37.5 9 ' CUR V E T A B L E CUR V E C1 C2 RAD I U S 404 . 0 0 ' 340 . 0 0 ' LEN G T H 55.9 0 ' 45.4 9 ' BEA R I N G S 12 ° 3 2 ' 2 7 " E N 56 ° 4 9 ' 3 9 " W CHO R D 55.8 6 ' N 5 2 ° 4 7 ' 2 7 " W 9 4 . 2 6 ' L1 C1 S 0 8 ° 1 4 ' 0 4 " E 9 7 . 0 1 ' S 1 3 ° 1 8 ' 5 5 " W 1 8 9 . 0 3 ' S 1 1 ° 3 7 ' 5 8 " W 1 4 2 . 6 3 ' N 39 ° 5 1 ' 5 2 " E 4 2 0 . 4 0 ' N 5 5 ° 5 0 ' 0 3 " W 2 7 5 . 7 9 ' L2 C2 C& G C&G EP EP EP E P E P EP EP E P E P E P E P EP EP E P E P C&G S 3 9 ° 4 4 ' 1 0 " W 89 . 9 7 ' TIE 24"P V C FIR E HYD R A N T 6" G A T E VAL V E 6" X 6 " T E E 8" X 8 " T E E 8" G A T E V A L V E 8" - 6 " R E D U C E R 6" G A T E V A L V E 6" P V C WAT E R 8" P V C WAT E R 213544.66SN / STOP 213944.20WV 214044.16WV EM CON T R O L B O X S 3 9 ° 4 4 ' 1 0 " W 89 . 9 7 ' TIE CON T R O L C O R N E R : N=1 8 9 8 6 9 . 6 2 E=2 3 5 3 5 2 7 . 3 0 TRA S H COM P A C T O R CON C R E T E DUM P S T E R MOT O R G A T E 8' V I N Y L FEN C E SPE E D BUM P E P C &G C &G C & G WAT E R L I N E I N F O F R O M C A P E H A R B O R APA R T M E N T S B Y B O R U M , W A D E A N D ASS O C I A T E S , P . A . D A T E D 7 / 2 1 / 1 9 9 4 CON T R A C T O R T O V E R I F Y B E F O R E CON S T R U C T I O N WAT E R L I N E I N F O F R O M C A P E H A R B O R A P A R T M E N T S B Y BOR U M , W A D E A N D A S S O C I A T E S , P . A . D A T E D 7 / 2 1 / 1 9 9 4 . CON T R A C T O R T O V E R I F Y B E F O R E C O N S T R U C T I O N PRO P O S E D 4 - S T O R Y B U I L D I N G 124 - K E Y M A R R I O T T S T U D I O R E S BUI L D I N G H E I G H T = 4 5 ' - 2 " COM M O N I N D O O R S P A C E = 1 , 4 3 3 S F STO R M W A T E R MAN A G E M E N T ARE A FRO N T E N T R A N C E T 5.3 ' ; W A T E R M A I N T O B E A MIN O F 5 ' F R O M P R O P E R T Y LIN E 20. 0 ' P U B L I C MAI N T E N A N C E EAS E M E N T 12. 7 ' STA 0+00 REMOVE EXISTING BLOWOFF AND CONNECT TO EXISTING 6" PVC WATER MAIN AT GATE VALVE PROPOSED 8" C-900 PVC WATER LINE (PUBLIC) STA 4+37 45° WATER BEND W/ RESTRAINED JOINT PROPOSED WATER MAIN TO TIE INTO EXISTING 8" PLUG, CONTRACTOR TO VERIFY BEFORE CONSTRUCTION. PROPOSED SANITARY SEWER MAIN EXTENSION SEE SHEETS C2.0 AND C2.1 PROPOSED 6" FIRE LINE (PRIVATE) PROPOSED FIRE HYDRANT (PRIVATE) 389 LF EXISTING 6" PVC WATER LINE (PUBLIC) PER RECORD DRAWING #16013 EXISTING FIRE HYDRANT (PRIVATE) STA 2+31 11.25° BEND W/ RESTRAINED JOINT STA 1+87 11.25° BEND W/ RESTRAINED JOINT STA 1+42 11.25° BEND W/ RESTRAINED JOINT STA 0+98 11.25° BEND W/ RESTRAINED JOINT STA 0+37.60 22.5° BEND W/ RESTRAINED JOINT STA 0+11 11.25° BEND W/ RESTRAINED JOINT STA 0+07 SAMPLING STATION STA 0+03 8" X 6" REDUCER STA 4+37 45° WATER BEND W/ RESTRAINED JOINT STA 5+41 SADDLE TAP 1" GV STA 5+46 8"X4"X8" TEE 4" GV STA 5+49 8"X6"X8" TEE 6" GV STA 6+42 11.5° RESTRAINED JOINT STA 5+58 11.5° RESTRAINED JOINT PUBLIC MAINTENANCE TO STOP AT PROPOSED METERS PUBLIC MAINTENANCE EASEMENT OPEN CUT FOR UTILITIES 6" FIRE LINE DELINEATION GATE VALVE 18" INSIDE EASEMENT PROPOSED 4" DOMESTIC LINE (PRIVATE)PROPOSED 6" FIRE LINE PROPOSED 4" DOMESTIC PROPOSED 1" IRRIGATION LINE PROPOSED 3" DOMESTIC METER PROPOSED 1" IRRIGATION METER LIGHT POLE TO BE PROTECTED DURING CONSTRUCTION T CS C A P E H A R B O R D R I V E VA R I A B L E P U B L I C R I G H T - O F - W A Y NC D O T T I P P R O J E C T : U - 4 7 5 1 W B S : 40 1 9 1 . 2 . 1 UT I L I T Y E X T E N S I O N P L A N S FO R D E V E L O P M E N T A T 6 9 5 5 M A R K E T S T R E E T NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A DESIGN DRAWN CHKD CM CM PL DATE DESCRIPTION 01/15/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 JULY 9, 2025 PLAN STATUS SHEET 10 1 3 0 P E R I M E T E R P A R K W A Y SU I T E 1 0 0 CH A R L O T T E , N C 2 8 2 1 6 PH O N E : ( 7 0 4 ) 4 1 2 - 7 4 7 4 BO W M A N N O R T H C A R O L I N A , L T D . BO W M A N . C O M © B o w m a n N o r t h C a r o l i n a , L t d . 03/26/24 CFPUA SUBMITTAL 04/29/24 CFPUA SUBMITTAL 06/25/24 CFPUA SUBMITTAL 08/14/24 CFPUA SUBMITTAL 09/11/24 CFPUA SUBMITTAL 11/08/24 CFPUA SUBMITTAL 12/12/24 CFPUA SUBMITTAL IS S U E D F O R C O N S T R U C T I O N 02/04/25 CFPUA SUBMITTAL 02/14/25 NCDOT SUBMITTAL 02/25/25 NCDOT SUBMITTAL 07/09/25 REV. LOD C1.0 WA T E R D I S T R I B U T I O N P L A N 0 GRAPHIC SCALE ( IN FEET ) 1 INCH = FT 50 50 100 50 20025 NOTE: THRUST BLOCKING IS NOT PERMITTED EXCEPT IN SPECIAL INSTALLATIONS WHERE DESIGNED BY ENGINEER AND APPROVED BY CFPUA. IMPLEMENT JOINT RESTRAINT AS NECESSARY AS OUTLINED IN THE CFPUA MATERIAL SPECIFICATION MANUAL. 1 1 EXISTING GRADE PROPOSED GRADE EXISTING STORM CROSSING EXISTING STORM CROSSING CONTRACTOR TO VERIFY, EXISTING MANHOLE. CONTRACTOR TO ADJUST RIM ELEVATION TO BE FLUSH WITH EXISTING PAVEMENT. 47.23' OF 8" SDR-26 PVC @ 0.40% IN V . O U T = 4 3 . 1 0 ( S S # 3 ) IN V . I N = 4 2 . 9 7 ( S S # 1 ) RI M E L . = 4 7 . 6 3 SS # 2 S T A 0 + 9 3 . 5 4 IN V . O U T = 4 3 . 1 6 ( S S # 2 ) RI M E L . = 4 8 . 0 0 SS # 1 S T A 1 + 4 0 . 7 7 IN V . O U T = 4 2 . 6 9 IN V . I N = 4 2 . 7 9 ( S S # 2 ) RI M E L . = 4 6 . 0 3 SS # 3 S T A 0 + 1 5 . 7 8 77.76' OF 8" SDR-26 PVC @ 0.40% 15.78' OF 8" SDR-26 PVC @ 0.57% 24.80' OF 8" C-900 @ 0.45% IN V . O U T = 3 9 . 8 9 ( ) IN V . I N = 3 9 . 8 9 ( 1 0 7 ) RI M E L . = 4 7 . 0 0 11 2 S T A 0 + 2 4 . 9 5 82.73' OF 8" C-900 @ 0.45% 161.39' OF 8" C-900 @ 0.48% IN V . O U T = 4 1 . 0 3 ( 1 0 7 ) IN V . I N = 4 1 . 0 3 ( 1 0 3 ) RI M E L . = 4 6 . 7 2 10 6 S T A 2 + 6 9 . 0 6 255.47' OF 8" C-900 @ 0.43% IN V . O U T = 4 2 . 1 3 ( 1 0 6 ) IN V . I N = 4 2 . 1 3 ( 1 0 1 ) RI M E L . = 4 6 . 5 7 10 3 S T A 5 + 2 4 . 5 3 164.67' OF 8" C-900 @ 0.45% IN V . O U T = 4 2 . 8 7 ( 1 0 3 ) RI M E L . = 4 6 . 3 9 10 1 S T A 6 + 8 9 . 2 0 IN V . O U T = 4 0 . 2 6 ( 1 1 2 ) IN V . I N = 4 0 . 2 6 ( 1 0 6 ) RI M E L . = 4 6 . 0 0 10 7 S T A 1 + 0 7 . 6 7 EXISTING GRADE EXISTING STORM CROSSING 8" PVC C900 WATER LINE VERTICAL BEND VERTICAL BEND VERTICAL BEND VERTICAL BEND 8" PVC C900 WATER LINE WATER LINE TIE IN TO EXISTING LINE WATER LINE TIE IN TO EXISTING LINE 12 " M I N SE P A R A T I O N 12 " M I N SE P A R A T I O N 1" IRRIGATION TAP 4" DOMESTIC TAP 6" FIRE TAP UT I L I T Y E X T E N S I O N P L A N S FO R D E V E L O P M E N T A T 6 9 5 5 M A R K E T S T R E E T NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A DESIGN DRAWN CHKD CM CM PL DATE DESCRIPTION 01/15/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 JULY 9, 2025 PLAN STATUS SHEET 10 1 3 0 P E R I M E T E R P A R K W A Y SU I T E 1 0 0 CH A R L O T T E , N C 2 8 2 1 6 PH O N E : ( 7 0 4 ) 4 1 2 - 7 4 7 4 BO W M A N N O R T H C A R O L I N A , L T D . BO W M A N . C O M © B o w m a n N o r t h C a r o l i n a , L t d . 03/26/24 CFPUA SUBMITTAL 04/29/24 CFPUA SUBMITTAL 06/25/24 CFPUA SUBMITTAL 08/14/24 CFPUA SUBMITTAL 09/11/24 CFPUA SUBMITTAL 11/08/24 CFPUA SUBMITTAL 12/12/24 CFPUA SUBMITTAL IS S U E D F O R C O N S T R U C T I O N 02/04/25 CFPUA SUBMITTAL 02/14/25 NCDOT SUBMITTAL 02/25/25 NCDOT SUBMITTAL 07/09/25 REV. LOD C2.1 UT I L I T Y P R O F I L E S PUBLIC SANITARY SEWER PRIVATE SANITARY SEWER UT I L I T Y E X T E N S I O N P L A N S FO R D E V E L O P M E N T A T 6 9 5 5 M A R K E T S T R E E T NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A DESIGN DRAWN CHKD CM CM PL DATE DESCRIPTION 01/15/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 JULY 9, 2025 PLAN STATUS SHEET 10 1 3 0 P E R I M E T E R P A R K W A Y SU I T E 1 0 0 CH A R L O T T E , N C 2 8 2 1 6 PH O N E : ( 7 0 4 ) 4 1 2 - 7 4 7 4 BO W M A N N O R T H C A R O L I N A , L T D . BO W M A N . C O M © B o w m a n N o r t h C a r o l i n a , L t d . 03/26/24 CFPUA SUBMITTAL 04/29/24 CFPUA SUBMITTAL 06/25/24 CFPUA SUBMITTAL 08/14/24 CFPUA SUBMITTAL 09/11/24 CFPUA SUBMITTAL 11/08/24 CFPUA SUBMITTAL 12/12/24 CFPUA SUBMITTAL IS S U E D F O R C O N S T R U C T I O N 02/04/25 CFPUA SUBMITTAL 02/14/25 NCDOT SUBMITTAL 02/25/25 NCDOT SUBMITTAL 07/09/25 REV. LOD C3.0 CF P U A D E T A I L S H E E T S ( 1 O F 2 ) UT I L I T Y E X T E N S I O N P L A N S FO R D E V E L O P M E N T A T 6 9 5 5 M A R K E T S T R E E T NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A DESIGN DRAWN CHKD CM CM PL DATE DESCRIPTION 01/15/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 JULY 9, 2025 PLAN STATUS SHEET 10 1 3 0 P E R I M E T E R P A R K W A Y SU I T E 1 0 0 CH A R L O T T E , N C 2 8 2 1 6 PH O N E : ( 7 0 4 ) 4 1 2 - 7 4 7 4 BO W M A N N O R T H C A R O L I N A , L T D . BO W M A N . C O M © B o w m a n N o r t h C a r o l i n a , L t d . 03/26/24 CFPUA SUBMITTAL 04/29/24 CFPUA SUBMITTAL 06/25/24 CFPUA SUBMITTAL 08/14/24 CFPUA SUBMITTAL 09/11/24 CFPUA SUBMITTAL 11/08/24 CFPUA SUBMITTAL 12/12/24 CFPUA SUBMITTAL IS S U E D F O R C O N S T R U C T I O N 02/04/25 CFPUA SUBMITTAL 02/14/25 NCDOT SUBMITTAL 02/25/25 NCDOT SUBMITTAL 07/09/25 REV. LOD C3.1 CF P U A D E T A I L S H E E T S ( 2 O F 2 ) OH E OH E OH E OH E OH E OH E OH E OH E OHE OHE OH E OHE D E D MPH 25 CO S CO S STO P AHE A D G G G APP R O X I M A T E L O C A T I O N O F ABA N D O N E D C S X 1 3 0 ' R I G H T - O F - W A Y DB 1 3 9 7 , P G 6 5 6 DB 1 3 8 9 , P G 1 1 2 2 PUB L I C U T I L I T Y EAS E M E N T ( P U E ) DB 6 1 7 6 , P G 1 7 4 1 PID : R 0 4 4 0 0 - 0 0 2 - 0 0 4 - 0 0 0 WILM I N G T O N A R E A R E B U I L D I N G M I N I S T R Y , I N C . DB 6 2 4 1 , P G 4 1 5 #69 5 5 M A R K E T S T R E E T ARE A : 1 5 4 , 4 0 5 S Q . F T . O R 3.54 5 A C R E S PID: R 0 4 4 0 0 - 0 0 2 - 0 0 7 - 0 0 0 NEW H A N O V E R C O U N T Y DB 6 5 9 1 , P G 1 8 8 4 #698 1 M A R K E T S T R E E T STO R M W A T E R D R A I N A G E FAC I L I T I E S E A S E M E N T T O WILM I N G T O N A R E A R E B U I L D I N G MINIS T R Y I N C . DB 6 6 0 4 , P G 2 7 8 PID: R 0 4 3 0 0 - 0 0 3 - 0 3 3 - 0 0 0 CLPF C A P E H A R B O R L L C DB 6 5 6 8 , P G 2 1 0 0 #71 1 3 C A P E H A R B O R D R I V E PID : R 0 4 3 0 0 - 0 0 3 - 0 4 7 - 0 0 0 STR E E T S M A R T S T O R A G E I WILM I N G T O N L L C DB 6 3 6 6 , P G 9 5 5 #694 7 M A R K E T S T R E E T 4' C H A I N L I N K F E N C E 4' C H A I N L I N K F E N C E 6' C H A I N LI N K F E N C E 6' C H A I N L I N K F E N C E RIGH T - O F - W A Y P E R DB 6 1 7 6 , P G 1 7 4 1 C A P E H A R B O R D R I V E VA R I A B L E P U B L I C R I G H T - O F - W A Y NC D O T T I P P R O J E C T : U - 4 7 5 1 WB S : 401 9 1 . 2 . 1 MAR K E T S T R E E T VAR I A B L E P U B L I C R I G H T - O F - W A Y NCD O T T I P P R O J E C T : U - 4 7 5 1 WBS : 4 0 1 9 1 . 2 . 1 DB 6 1 7 6 , P G 1 7 4 1 PUB L I C U T I L I T Y EAS E M E N T ( P U E ) DB 6 5 9 1 , P G 1 8 8 4 25' F R O N T S E T B A C K (AS P E R Z O N I N G R E P O R T ) 25' S I D E S E T B A C K (AS P E R Z O N I N G R E P O R T ) 25' S I D E S E T B A C K (A S P E R Z O N I N G R E P O R T ) PI D : R 0 4 4 0 0 - 0 0 2 - 0 4 7 - 0 0 0 NIX O N A S S O C I A T E S L L C D B 6 1 4 8 , P G 1 6 9 6 #6 9 9 1 M A R K E T S T R E E T 4' C H A I N L I N K F E N C E 4' CH A I N LINK F E N C E 4' C H A I N L I N K F E N C E SMH # 1 6 4 7 RIM: 4 7 . 6 4 IN 8" P V C I E : 4 0 . 1 9 OUT 8 " P V C I E : 4 0 . 0 4 SMH # 1 6 4 9 RIM: 4 6 . 4 7 IN 8 " P V C I E : 3 7 . 9 7 OUT 8 " P V C I E : 3 7 . 9 1 PID: R 0 4 3 0 0 - 0 0 3 - 0 4 7 - 0 0 0 STR E E T S M A R T S T O R A G E I WILM I N G T O N L L C DB 6 3 6 6 , P G 9 5 5 #694 7 M A R K E T S T R E E T PID : R 0 4 4 0 0 - 0 0 2 - 0 0 1 - 0 0 0 DEPA R T M E N T O F T R A N S P O R T A T I O N DB 6 0 6 5 , P G 1 7 4 7 #69 4 3 M A R K E T S T R E E T PID: R 0 4 3 0 0 - 0 0 3 - 0 4 7 - 0 0 0 STR E E T S M A R T S T O R A G E I WILM I N G T O N L L C DB 6 3 6 6 , P G 9 5 5 #694 7 M A R K E T S T R E E T PID : R 0 4 3 0 0 - 0 0 3 - 1 0 4 - 0 0 0 STR E E T S M A R T S T O R A G E I WILM I N G T O N L L C DB 6 3 6 6 , P G 9 5 5 MAR K E T S T R E E T PID : R 0 4 3 0 0 - 0 0 3 - 0 4 1 - 0 0 0 STR E E T S M A R T S T O R A G E I WILM I N G T O N L L C DB 6 3 6 6 , P G 9 5 5 #69 3 1 M A R K E T S T R E E T PID: R 0 4 3 0 0 - 0 0 3 - 1 0 4 - 0 0 0 TER R E L L R . H O R T O N , I I I DB 6 0 2 1 , P G 1 6 0 5 #692 7 M A R K E T S T R E E T MAR K E T S T R E E T VAR I A B L E P U B L I C R I G H T - O F - W A Y NCD O T T I P P R O J E C T : U - 4 7 5 1 WBS : 401 9 1 . 2 . 1 8"PV C 8"PV C 8"PV C S S S S S S S S S S 8"PV C 8"PV C BEN C H M A R K : # 1 0 0 IRO N R E B A R S E T ELE V A T I O N = 4 5 . 0 2 230 . 2 0 ' 27. 9 9 ' LINE T A B L E LINE L1 L2 BEA R I N G N 55 ° 5 1 ' 4 6 " W N 62 ° 1 9 ' 4 4 " W LEN G T H 75.2 3 ' 37.5 9 'CUR V E T A B L E CUR V E C1 C2 RAD I U S 404 . 0 0 ' 340. 0 0 ' LEN G T H 55.9 0 ' 45.4 9 ' BEA R I N G S 12 ° 3 2 ' 2 7 " E N 56 ° 4 9 ' 3 9 " W CHO R D 55.86 ' 45.4 6 ' DEL T A 7°55 ' 4 2 " 7°39 ' 5 7 " TAN G E N T 28.0 0 ' 22.7 8 ' N 5 2 ° 4 7 ' 2 7 " W 9 4 . 2 6 ' L1 C1 S 0 8 ° 1 4 ' 0 4 " E 9 7 . 0 1 ' S 1 3 ° 1 8 ' 5 5 " W 1 8 9 . 0 3 ' S 1 1 ° 3 7 ' 5 8 " W 1 4 2 . 6 3 ' S 5 5 ° 5 1 ' 1 3 " E 2 5 8 . 1 9 ' T O T A L N 39 ° 5 1 ' 5 2 " E 4 2 0 . 4 0 ' N 5 5 ° 5 0 ' 0 3 " W 2 7 5 . 7 9 ' L2 C2 C& G C&G EP EP EP EP E P EP EP EP EP EP EP EP EP EP EP C&G S 3 9 ° 3 2 ' 1 1 " W 2 1 1 . 3 8 ' TIE S 3 9 ° 4 4 ' 1 0 " W 89. 9 7 ' TIE 24"P V C 24"P V C FIRE HYD R A N T 6" G A T E VALV E 6" X 6 " T E E 8" X 8 " T E E 8" G A T E V A L V E 8" - 6 " R E D U C E R 6" G A T E V A L V E 6" P V C WAT E R 8" P V C WAT E R 213544.66SN / STOP 213944.20WV 214044.16WV EM CON T R O L B O X S 3 9 ° 4 4 ' 1 0 " W 89. 9 7 ' TIE TRA S H COM P A C T O R CON C R E T E DUM P S T E R MOT O R GA T E 8' VI N Y L FENC E SPE E D BUM P EP C&G C&G C&G WAT E R L I N E I N F O F R O M C A P E H A R B O R APA R T M E N T S B Y B O R U M , W A D E A N D ASSO C I A T E S , P . A . D A T E D 7 / 2 1 / 1 9 9 4 CON T R A C T O R T O V E R I F Y B E F O R E CON S T R U C T I O N WAT E R L I N E I N F O F R O M C A P E H A R B O R A P A R T M E N T S B Y BOR U M , W A D E A N D A S S O C I A T E S , P . A . D A T E D 7 / 2 1 / 1 9 9 4 . CON T R A C T O R T O V E R I F Y B E F O R E C O N S T R U C T I O N PRO P O S E D 4 - S T O R Y B U I L D I N G 124 - K E Y M A R R I O T T S T U D I O R E S BUIL D I N G H E I G H T = 4 5 ' - 2 " COM M O N I N D O O R S P A C E = 1 , 4 3 3 S F STO R M W A T E R MAN A G E M E N T ARE A FRON T E N T R A N C E T CLOSED AREA FOR SEWER ENCROACHMENT CLOSED AREA FOR SEWER ENCROACHMENT FLASHING BOARD "MERGE WITH CAUTION, RIGHT LANE CLOSED AHEAD" FLASHING BOARD "RIGHT LANE CLOSED AHEAD" ROAD CLOSED SIGN ROAD CLOSED SIGN, DETOUR LEFT ARROW DETOUR RIGHT ARROW DETOUR RIGHT ARROW DETOUR RIGHT ARROW ROAD CLOSED SIGN DETOUR SIGN LEFT ARROW DETOUR SIGN LEFT ARROW DETOUR LEFT ARROW T CS C A P E H A R B O R D R I V E VA R I A B L E P U B L I C R I G H T - O F - W A Y NC D O T T I P P R O J E C T : U - 4 7 5 1 WB S : 401 9 1 . 2 . 1 PAVEMENT CUT AREA PAVEMENT CUT AREA FLASHING BOARD WITH LEFT POINTING ARROW RIGHT LANE CLOSED AHEAD FLASHING BOARD WITH LEFT POINTING ARROW TMA YIELD AHEAD SIGN RIGHT LANE CLOSED AHEAD RIGHT LANE CLOSED AHEAD UT I L I T Y E X T E N S I O N P L A N S FO R D E V E L O P M E N T A T 6 9 5 5 M A R K E T S T R E E T NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A DESIGN DRAWN CHKD CM CM PL DATE DESCRIPTION 01/15/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 JULY 9, 2025 PLAN STATUS SHEET 10 1 3 0 P E R I M E T E R P A R K W A Y SU I T E 1 0 0 CH A R L O T T E , N C 2 8 2 1 6 PH O N E : ( 7 0 4 ) 4 1 2 - 7 4 7 4 BO W M A N N O R T H C A R O L I N A , L T D . BO W M A N . C O M © B o w m a n N o r t h C a r o l i n a , L t d . 03/26/24 CFPUA SUBMITTAL 04/29/24 CFPUA SUBMITTAL 06/25/24 CFPUA SUBMITTAL 08/14/24 CFPUA SUBMITTAL 09/11/24 CFPUA SUBMITTAL 11/08/24 CFPUA SUBMITTAL 12/12/24 CFPUA SUBMITTAL IS S U E D F O R C O N S T R U C T I O N 02/04/25 CFPUA SUBMITTAL 02/14/25 NCDOT SUBMITTAL 02/25/25 NCDOT SUBMITTAL 07/09/25 REV. LOD C4.0 TR A F F I C C O N T R O L P L A N 0 GRAPHIC SCALE ( IN FEET ) 1 INCH = FT 00 100 200 100 40050