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Signed Civil Set_Nobel - Wilmington_v1D 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: R04300-003-047-000 STREETSMART STORAGE I WILMINGTON LLC DB 6366, PG 955 #6947 MARKET STREET 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 PID: R04300-003-047-000 STREETSMART STORAGE I WILMINGTON LLC DB 6366, PG 955 #6947 MARKET STREET C&G C&G EP EP EP EP EP EP EP EP EP EP EP EPEP EPEP C&G S 39°32'1 1 " W 2 1 1 . 3 8 ' TIE S 39°44'10 " W89.97'TIE SITE C0.0 CO V E R S H E E T MA R R I O T T S T U D I O R E S 69 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 02/09/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 FEBRUARY 9, 2023 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 . 02/29/24 RESUBMITTAL SITE LOCATION MAP 1" = 60' VICINITY MAP NOT TO SCALE FEMA FIRM MAP NOT TO SCALE N N N PROJECT TEAM OWNER NF V ES-M WILMINGTON, LLC WILMINGTON AREA REBUILDING MINISTRY, INC. 909 MARKET STREET WILMINGTON, NC 28401 SURVEYOR CIVIL ENGINEER BOWMAN NORTH CAROLINA, LTD. 10130 PERIMETER PKWY, SUITE 100 CHARLOTTE, NC 28216 PAUL N. LAWLER, PE 050654 (704) 412-7474 PLAWLER@BOWMAN.COM PROJECT CONTACTS ELECTRIC DUKE ENERGY 404 RALEIGH STREET WILMINGTON, NC 28412 JAMES CHAVIS (910) 338-6993 JAMES.CHAVIS@DUKE-ENERGY.COM NATURAL GAS STORMWATER WATER/SEWER PIEDMONT NATURAL GAS 1321 S. 10TH STREET WILMINGTON, NC 28401 PAUL GONKA (910) 512-2841 PAUL.GONKA@DUKE-ENERGY.COM NEW HANOVER COUNTY 230 GOVT. CENTER DRIVE WILMINGTON, NC 28403 GALEN JAMISON, PE (910) 798-7072 GJAMISON@NHCGOV.COM CAPE FEAR PUBLIC UTILITY AUTHORITY 235 GOVT. CENTER DRIVE WILMINGTON, NC 28403 (910) 332-6550 MASTER.PLANNING@CFPUA.ORG SITE NOTES 1.BOUNDARY AND TOPOGRAPHIC SURVEY BY BOWMAN NORTH CAROLINA, LTD., DATED 08/08/2023. 2.FLOOD PLAIN IS NOT PRESENT ON THIS SITE AS SHOWN ON THE FEMA FIRM MAP NUMBER 3720315900J AND 372031500K, DATED 04/03/2006 AND 08/28/2018, RESPECTIVELY. SITE SUMMARY TABLE SITE AREA SITE AREA: DISTURBED AREA: IMPERVIOUS AREA: PERVIOUS AREA: ZONING JURISDICTION: ZONING: FRONT SETBACK: NEW HANOVER COUNTY B-2 REGIONAL BUSINESS SIDE SETBACK: REAR SETBACK: 1.56± AC. (44.1%) 2.94± AC. 3.54± AC. PARKING SUMMARY REQUIRED PARKING: 124 SPACES 1 SPACE / BEDROOM PROVIDED PARKING: 129 SPACES 1.04 SPACES / BEDROOM STANDARD STALL DIMENSION: 26' 9' x 18' MIN. DRIVE WIDTH: 35' (ABUTTING RESIDENTIAL) 0' (INTERIOR); 25' (STREET) 25' 1.98± AC. (55.9%) WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA PIN: R04400-002-004-000 6955 MARKET STREET MARRIOTT STUDIORES BOWMAN NORTH CAROLINA, LTD. 10130 PERIMETER PKWY, SUITE 100 CHARLOTTE, NC 28216 JOHN P. PETRUCCO, PLS (704) 412-7474 JPETRUCCO@BOWMAN.COM DEVELOPER NF V ES - W WILMINGOTN, LLC 3424 PEACHTREE ST., N.E., SUITE 2000 ATLANTA, GA 30326 JOHN BIANCO JOHN.BIANCO@NOBLEINVESTEMENT.COM Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C1.0 GENERAL NOTES SUR 1 SURVEY SUR 2 SURVEY C2.0 INITIAL EROSION CONTROL PLAN C2.1 INTERMEDIATE EROSION CONTROL PLAN C2.2 FINAL EROSION CONTROL PLAN C2.3 EROSION CONTROL DETAILS C2.4 EROSION CONTROL DETAILS C2.5 EROSION CONTROL DETAILS C3.0 SITE PLAN C4.0 GRADING AND DRAINAGE PLAN C4.1 STORM PROFILES C5.0 UTILITY PLAN C6.0 SITE DETAILS C6.1 UTILITY DETAILS C6.2 UTILITY DETAILS LSP LANDSCAPING PHOTO PHOTOMETRICS C1.0 GE N E R A L N O T E S MA R R I O T T S T U D I O R E S 69 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 02/09/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 FEBRUARY 9, 2023 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 . 02/29/24 RESUBMITTAL 1.ALL ELEVATIONS SHOWN ARE BASED ON NAVD88 AND WERE SURVEYED BY BOWMAN NORTH CAROLINA, LTD. ON 08/08/2023. 2.CONTRACTOR SHALL VERIFY ACCURACY OF ANY TEMPORARY BENCHMARKS SHOWN PRIOR TO UTILIZING THEM FOR CONSTRUCTION. 3.THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES PRIOR TO BEGINNING DIGGING OPERATIONS. IF UTILITIES OTHER THAN THOSE SHOWN ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY AND TAKE STEPS TO PROTECT THE LINE(S) AND ENSURE CONTINUED SERVICE. DAMAGE CAUSED TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THE CONNECTION POINTS OF NEW UTILITIES TO EXISTING UTILITIES PRIOR TO BEGINNING NEW CONSTRUCTION. 4.THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL AND PREVENTION STRUCTURES SHOWN ON THE PLANS. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CONSTRUCTED PRIOR TO THE DISTURBANCE OF THE LAND AND SHALL REMAIN FUNCTIONAL UNTIL THE CONTRIBUTING DISTURBED AREAS ARE STABILIZED. SILT BARRIERS WILL BE INSTALLED AS NECESSARY TO PREVENT EXCESSIVE SEDIMENTATION OF DOWNSTREAM AREAS. DEVICES SHALL BE IN ACCORDANCE WITH THE STORMWATER MANAGEMENT ORDINANCE PREPARED BY NEW HANOVER COUNTY. 5.IF WORK IS SUSPENDED OR DELAYED FOR FOURTEEN (14) DAYS, THE CONTRACTOR SHALL TEMPORARILY STABILIZE THE DISTURBED AREA AT THE CONTRACTOR'S EXPENSE. 6.TREE PROTECTION IN THE AREAS OF WORK SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO THE START OF LAND DISTURBANCE ACTIVITIES. UNLESS SPECIFICALLY SHOWN ON THESE PLANS, THE DESTRUCTION OF ANY REGULATED TREES IS PROHIBITED. PROTECTIVE BARRICADES SHALL BE PLACED AROUND ALL TREES DURING ALL PHASES OF CONSTRUCTION. 7.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR TO BEGINNING ANY SOIL REMOVAL OPERATION. 8.ANY DAMAGE TO EXISTING PAVEMENT MUST BE REPAIRED AT CONTRACTOR'S EXPENSE. 9.ALL RIGHT-OF-WAY AND DRAINAGE EASEMENT CONSTRUCTION SHALL MEET APPLICABLE NCDOT AND NEW HANOVER COUNTY STANDARD SPECIFICATIONS UNLESS SPECIFIED ELSEWHERE AND APPROVED IN WRITING BY THE ENGINEER. 10.WHERE FIELD INSPECTIONS ARE REQUIRED BY THE MUNICIPALITY, THE CONTRACTOR SHALL NOTIFY NEW HANOVER COUNTY A MINIMUM OF 48 HOURS IN ADVANCE TO SCHEDULE SUCH INSPECTIONS. 11.A COMPLETE SET OF APPROVED DRAWINGS AND SPECIFICATIONS MUST BE MAINTAINED ON SITE AT ALL TIMES THAT THE CONTRACTOR IS PERFORMING WORK. THESE DRAWINGS SHALL BE MADE AVAILABLE TO NEW HANOVER COUNTY PERSONNEL AT THEIR REQUEST. 12.ANY REVISIONS DURING CONSTRUCTION WHICH ALTER THE ROAD LAYOUT, CONSTRUCTION METHODS, RIGHT-OF-WAY LOCATIONS OR STORM DRAINAGE AS INDICATED AND APPROVED BY THE MUNICIPALITY MUST BE SUBMITTED AND APPROVED IN WRITING BY NEW HANOVER COUNTY. 13.THE CONTRACTOR AND ALL SUB-CONTRACTORS HIRED BY THE CONTRACTOR SHALL BE LICENSED TO WORK IN THE STATE OF NORTH CAROLINA. 14.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL CONSTRUCTION PERMITS NECESSARY FROM OTHER RESPONSIBLE AGENCIES. 15.ALL TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" CURRENT EDITION. ALL DRAINAGE WILL BE MADE FUNCTIONAL DAILY AS WORK PROGRESSES. 16.EACH EXISTING ROAD WILL BE CLEANED OF DEBRIS AND RESTORED DAILY, OR MORE OFTEN IF NECESSARY. 17.NEW PAVEMENT TO BE FLUSH WITH EDGE OF EXISTING PAVEMENT. 18.ALL SANITARY SEWER INFRASTRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFPUA STANDARDS AT THE TIME OF CONSTRUCTION. 19.ALL WATER INFRASTRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFPUA STANDARDS AT THE TIME OF CONSTRUCTION. 20.THE SEDIMENT AND EROSION CONTROL PLAN MUST BE KEPT ON SITE AT ALL TIMES, AND IN A DESIGNATED AREA THAT IS ACCESSIBLE TO THE INSPECTORS. 21.SEDIMENT AND EROSION CONTROL SHOULD INCLUDE A CONCRETE WASHOUT/STAGING AREA FOR SITE AND BUILDING CONSTRUCTION AND ALL OTHER PURPOSES OF THE DEVELOPMENT. 22.CONSTRUCTION DEBRIS MUST BE PLACED INSIDE CONTAINERS AND NOT LEFT EXPOSED TO THE ELEMENTS. 23.SITE MUST BE BUILT ACCORDING TO APPROVED NEW HANOVER COUNTY PLANS UNLESS SEDIMENT AND EROSION CONTROL PLAN DOCUMENTS ARE UPDATED BY THE ORIGINAL PREPARER, REVIEWED, AND APPROVED. OTHERWISE, PERMITS WILL BE INVALIDATED. 24.NO OBSTRUCTIONS, INCLUDING BUT NOT LIMITED TO FENCES, STRUCTURES, OR LANDSCAPING MAY BE PERMITTED OR BUILT WITHIN ANY SWALES OR DRAINAGE EASEMENT. 25.CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF UNDERGROUND UTILITIES WITH THE APPROPRIATE UTILITY COMPANY. 26.PIPE LENGTHS THAT ARE SHOWN ON THE PLANS ARE 2D LENGTH FROM CENTER TO CENTER. FIELD ADJUSTMENT OF THE ACTUAL PIPE LENGTHS MAY BE NECESSARY. 27.THE CONTRACTOR SHALL STAGE CLEARING, STRIPPING, AND GRUBBING WORK TO MINIMIZE THE AMOUNT OF EROSION AND SEDIMENTATION. 28.THE CONTRACTOR SHALL PROVIDE APPROPRIATE BARRICADES, WARNING LIGHTS, AND WARNING SIGNS TO ENSURE THE SAFETY OF THE PUBLIC AT ALL TIMES. 29.THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SIGNAGE AND MAINTENANCE OF EXISTING PERMANENT SIGNS DURING CONSTRUCTION. 30.THE CONTRACTOR SHALL VERIFY PROPERTY LINES, BUILDING DIMENSIONS, AND ALL OTHER SITE CONDITIONS PRIOR TO CONSTRUCTION. ANY SIGNIFICANT VARIATIONS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 31.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS ON THE JOB. BOWMAN SHALL BE NOTIFIED IN WRITING OF ANY VARIATION FROM THE DIMENSIONS, CONDITIONS, AND SPECIFICATIONS SHOWN BY THESE DRAWINGS. 32.ALL CURVE RADII ARE SHOWN TO THE FACE OF CURBING, UNLESS NOTED OTHERWISE. 33.ALL DRAINAGE WILL BE MADE FUNCTIONAL DAILY AS WORK PROGRESSES. 34.AT THE CONCLUSION OF THE CONSTRUCTION PROJECT, ALL COMPONENTS OF THIS DESIGN PACKAGE SHALL BE IN OPERABLE CONDITION, MEETING ITS REQUIREMENTS. 35.THE CONTRACTOR SHALL CONTACT NORTH CAROLINA 811, UTILITY COMPANY REPRESENTATIVES, PERFORM TEST PITS, REVIEW CURRENT TEST PIT DATA, AND WHATEVER OTHER OPERATIONS AVAILABLE TO ENSURE THE EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES IN THE AREA OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY BOWMAN OF ANY POTENTIAL CONFLICTS PRIOR TO COMMENCING CONSTRUCTION. 36.THE CONTRACTOR SHALL CAREFULLY EXAMINE THE SITE AND MAKE ALL INSPECTIONS NECESSARY IN ORDER TO DETERMINE THE FULL EXTENT OF THE WORK REQUIRED TO MAKE THE PROPOSED WORK CONFORM TO THE DRAWINGS AND SPECIFICATIONS. 37.UTILITY COMPANIES SHALL BE NOTIFIED 72 HOURS IN ADVANCE OF ANY EXCAVATION. 38.ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE INSTALLED TO THE REQUIRED DISTANCE BEYOND THE RIGHT-OF-WAY LINE PRIOR TO THE INSTALLATION OF ANY SUBBASE MATERIAL, CURB AND GUTTER OR SIDEWALK. 39.NO BLASTING SHALL BE PERMITTED WITHIN 25' OF EXISTING UTILITIES LINE OR STRUCTURES. BLASTING TO BE EXTENDED TO 25' BEYOND PROPOSED STRUCTURES IF CONDITIONS WARRANT FUTURE EXTENSIONS. 40.ADDITIONAL SILTATION AND EROSION CONTROL MEASURES SHALL BE INSTALLED AS DIRECTED BY THE INSPECTOR DURING FIELD REVIEW. 41.ALL SURFACED STREETS SHALL BE MAINTAINED IN A CLEAR CONDITION; FREE OF DUST, MUD OR SNOW AT ALL TIMES. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS TO CLEAN TRUCKS AND OTHER EQUIPMENT USING SURFACED STREETS. 42.CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTMENTS AND/OR RECONSTRUCTIONS OF ALL UTILITY COVER (MANHOLE FRAMES AND COVERS, VALVE BOX COVERS, ETC.) TO MATCH THE FINISHED GRADES OF THE AREAS EFFECTED BY THE CONSTRUCTION. 43.THE CONTRACTOR MUST HAVE THE APPROVED SET OF CONSTRUCTION PLANS AND ALL APPLICABLE PERMITS IN POSSESSION PRIOR TO THE START OF CONSTRUCTION. AT LEAST ONE (1) COPY OF THE APPROVED PLANS, WITH REVISIONS, MUST BE KEPT ON-SITE AT ALL TIMES. 44.THESE PLANS MAKE NO REPRESENTATION AS TO THE SUBSURFACE CONDITIONS AND THE PRESENCE OF SUBSURFACE WATER OR THE NEED FOR SUBSURFACE DRAINAGE FACILITIES. 45.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A SAFE CONSTRUCTION SITE AND COMPLYING WITH ALL OSHA REGULATIONS. 46.EMERGENCY VEHICLE ACCESS SHALL BE PROVIDED DURING ALL PHASES OF CONSTRUCTION. 47.WHERE IMPROVEMENTS ARE PROPOSED WITHIN EXISTING EASEMENTS OF RECORD, THE DEVELOPER SHALL OBTAIN WRITTEN PERMISSION FROM THE AUTHORITIES THAT ARE DOMINANT TENEMENTS OF THESE EASEMENTS FOR PERMIT FOR ANY DISTURBANCES WITHIN THESE AREAS PRIOR TO CONSTRUCTIONS. 48.ALL FINISHED GRADING, SEEDING, SODDING OR PAVING SHALL BE DONE IN SUCH MANNER TO PRECLUDE THE PONDING OF WATER. 49.TYPICAL SECTIONS ARE INTENDED TO SHOW GENERAL FEATURES OF THE PROPOSED CONSTRUCTION. FOR EXACT DETAILS AT ANY GIVEN LOCATION, SEE THE SITE PLAN SHEETS. 50.THE ENGINEER SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK SHOWN ON THESE PLANS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S SCHEDULES OR FAILURE TO CARRY OUT THE WORK. THE ENGINEER IS NOT RESPONSIBLE FOR ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, OR THEIR AGENTS OR EMPLOYEES, OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. 51.ALL GAS LINES REQUIRE A MINIMUM OF 1 FOOT VERTICAL AND 5 FEET HORIZONTAL SEPARATION. CONSTRUCTION WITHIN 10 FEET OF A GAS LINE REQUIRES A GAS LINE REPRESENTATIVE TO BE PRESENT DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE GAS COMPANY PRIOR TO CONSTRUCTION. 52.NO TREES SHALL BE PLANTED IN ANY WATER AND SEWER EASEMENTS. 53.UNLESS OTHERWISE NOTED HEREIN, CONSTRUCTION OF PAVEMENT AND DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY STANDARDS. 54.UPON AWARD OF CONTRACT, THE CONTRACTOR SHALL OBTAIN THE NECESSARY LOCAL TRADE PERMITS (INCLUDING APPLICATIONS AND FEES) ASSOCIATED WITH THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS AND IN THE CONTRACT DOCUMENTS. 55.ALL ROAD IMPROVEMENTS AT THE DRIVE CONNECTIONS ARE TO BE COORDINATED WITH THE PERTINENT NEW HANOVER COUNTY DEPARTMENT PRIOR TO CONSTRUCTION. 56.IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD CONDITIONS. 57.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 58.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB. 59.CURB AND GUTTER SHOWN ON PLANS MAY REQUIRE ADJUSTMENT BASED UPON FIELD CONDITIONS. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS. 60.BACKFILL MATERIAL BEING PLACED MUST BE APPROVED BY THE MUNICIPAL INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET RIGHT-OF-WAY. 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 SUICIDE MEMORIAL PLAGUE 46.3 E TC 4 4 . 5 5 TC 4 4 . 9 6 TC 4 4 . 2 2 TC4 4 . 4 6 X X X X X X X X X X X X X X X X X X X X X X X 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 ' 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 ' L2 C2 S 39°32'11" W 211.38' TIES 39°44'10" W 89.97' TIE 10.0' 15.0' 4545 4545 45 4 5 45 40 40 45 45 45 45 45 45 45 45 45 40 40 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' CONTROL CORNER: N=189869.62 E=2353527.30 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 44. 3 3 43 . 9 8 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 4 5 . 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 44.8 44.0 43.6 45 . 7 44.0 44.1 43.8 44.641.742.142.343.444.6 46 . 1 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 45.3 44 . 6 2 44 . 2 3 45.1 45 . 4 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' POB N=190192.30 E=2353796.77 45 45 15.0'D 44. 246 . 7 46 . 5 46.4 45. 9 44. 5 45. 7 46.5 0 47. 0 0 47. 4 7 47. 2 44. 9 46. 4 E 47.0 46 . 8 47.2 47 . 0 46.7 47.6 5 47.1 9 46.6 5 46.2 0 46.3 46.3 46 . 4 46.4 0 47.04 47.18 47.46 46.8 46.5 46.9 46.5 46.3 46.1 44.9 E E X X MKP ATT MKP ATT EP EP EP EP EP EP EP EP EP 45 45 4545 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 #6955 MARKET STREET 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 E12 E13 E11 E16 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 E12 PPF (1") ON LINE RIGHT-OF-WAY PER DB 6176, PG 1741 E13E12 E13 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 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"RC P SDP (BURIED) IE: 42.25 IE: 42.74 IE: 42.70 IE: 43.22 IE: 42.54 IE: 42.87 IE: 41.15 IE: 43.79 IE: 43.90 15"RCP 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 4' C H A I N L I N K F E N C E IE: 44.62 IE: 44.04 15" HDP E 15" R C P 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 (SEE NOTE 17) IPF(2") IRF(#10) IE: 45.02 APPROXIMATE RIGHT-OF-WAY 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 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 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) 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-4851; THENCE WITH SAID RIGHT OF WAY OF NCDOT TIP PROJECT U-4851 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-4851, 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 PRELIMINARY - NOT FOR RECORDATION OR CONVEYANCES 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 46.3 X X X X X X X X X X X X X X 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 45 45 45 45 45 47 . 2 5 46 . 3 3 46 . 0 6 46 . 8 2 46 . 1 1 45 . 9 8 46 . 2 0 46 . 0 0 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 45 45 44. 246 . 7 46 . 5 46 . 4 45. 9 44. 5 45. 7 46.5 0 47. 0 0 47. 4 7 47. 2 44. 9 46. 4 E 47.0 47.4 46 . 8 47.2 47.0 46.7 47.6 5 47.1 9 46.6 5 46 . 2 0 46.3 46.3 46 . 4 46.4 0 47.04 47.18 47.46 47.23 46.8 45.0 46.8 46.0 1375 45.00 DL1 46.5 46.81 47.02 47.28 46.8 46.5 46.9 46.5 46.3 46.1 44.9 46.6 46 . 3 46 . 6 47.16 46 . 1 2 46 . 2 6 T C 4 6 . 5 6 4 6 . 1 0 46 . 0 4 46 . 1 8 47.1 8 45 . 6 45 . 9 1417 45.37 GR 1418 45.63 GR 46.6 46.6 7 46.0 8 45.9 44. 3 45. 6 45 . 544. 145 . 445 . 9 5 46 . 4 6 47 . 0 5 46. 945. 646. 2 45 . 8 46 . 4 46 . 2 44 . 7 46 . 6 46 . 8 0 46 . 2 5 45 . 7 5 45 . 5 44 . 3 45 . 6 46 . 0 43 . 5 46 . 1 46 . 0 4 46 . 1 6 46 . 5 1 45 . 8 46 . 5 46 . 6 4 46 . 7 1 47.10 47 . 0 8 47.30 146246.42GRT DIN11 DIN12 S /CI D 45 . 9 9 46 . 0 1 4 5 . 9 9 46 . 2 0 4 6 . 4 1 46.62 46.22 46.28 46.68 149546.09GRT DIN11 DIN13 S /CI 46.71 46.17 46.19 46.37 45.82 45.36 45 . 1 8 43.4 46.7 46.7 46.1 MPH 25 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 CO 46 . 7 2 46 . 5 7 46 . 6 9 46. 6 447. 1 3 46.59 46.91 46.62 47.02 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 S CO S165046.34OHW7 E / CONTINUES STOP AHEAD E E G G G G X X X X X X X X CBX CBX TCB TCB TCB TCB C&G C& G EP EPEP EP EP EP EP EP EP EP EP 45 45 4545 45 4545 45 45 45 45 45 45 45 45 4545 45 45 50 55 50 55 50 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 E12 E13 E11 6' C H A I N LIN K F E N C E E12 RIGHT-OF-WAY PER DB 6176, PG 1741 E13E12 E13 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 IE: 42.25 IE: 42.74 IE: 42.70 IE: 43.22 IE: 42.54 IE: 42.87 IE: 41.15 15"RCP 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 ) APPROXIMATE LOCATION OF 10' FIBER OPTIC LINE EASEMENT AND 15' TEMPORARY CONSTRUCTION EASEMENT DB 1429, PG 1700 (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 MKP GAS 30"RCP (A) C&G (B ) 8"PVC 8"PVC 8"PVC S S S S S S S S S S S S S 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 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 Le Mu Mu Mu Ly Ly Ly OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE 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 MARKET STREET VARIABLE PUBLIC RIGHT-OF-WAY NCDOT TIP PROJECT: U-4751 WBS: 40191.2.1 DB 6176, PG 1741 ÷ ÷ ÷ ÷ ÷ ÷ ÷ ÷ ÷ ÷ SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CONCRETE WASHOUT PROPOSED BUILDING OUTLINE EROSION CONTROL NOTES 1.IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE. 2.CONTRACTOR TO CONTACT NORTH CAROLINA 811 AND LOCAL UTILITY PROVIDERS TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3.STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED BELOW. ●WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE. ●WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH-DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY (7) DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (0.5) INCH. IF SITE INSPECTIONS OR OTHER INFORMATION IDENTIFY BMP'S THAT ARE DAMAGED, INAPPROPRIATELY OR INCORRECTLY INSTALLED, OR NOT OPERATING EFFECTIVELY, THEN MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICABLE, OR AS REASONABLY POSSIBLE AND NO LESS THAN 48 HOURS FROM THE TIME OF IDENTIFICATION (PREFERABLY BEFORE THE NEXT STORM EVENT). 4.PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE SEDIMENT BEFORE BEING PUMPED BACK INTO ANY STORMWATER SYSTEMS, WATER COURSES AND WATERS OF THE STATE (WoS) OR WATERS OF THE UNITED STATES (WoU.S.). 5.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. 6.THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED. 7.TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT SEDIMENT-LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS. 8.ALL WATERS OF THE STATE (WoS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50-FOOT BUFFER CAN'T BE MAINTAINED BETWEEN THE DISTURBED AREA AND ALL WoS AND A 130-FOOT MINIMUM FOR WoU.S. A 25-FOOT NO DISTURBANCE ZONE SHALL BE MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE AND ALL WoS AND A MINIMUM 50-FOOT NO DISTURBANCE ZONE FOR WoU.S. BUFFER AND NO DISTURBANCE ZONES SHALL BE MEASURED FROM TOP OF CREEK BANK. 9.LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES. 10.A COPY OF THE SWPPP, INSPECTIONS RECORDS, AND RAINFALL DATA MUST BE RETAINED AT THE CONSTRUCTION SITE OR A NEARBY LOCATION EASILY ACCESSIBLE DURING NORMAL BUSINESS HOURS, FROM THE DATE OF COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO THE DATE THAT FINAL STABILIZATION IS REACHED. 11.INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1V OR GREATER) WHERE LAND-DISTURBING ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED, AND WILL NOT RESUME FOR A PERIOD OF 7 CALENDAR DAYS. 12.MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL. 13.THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED: ·WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE CONTROL. ·WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS. ·FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE. ·SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING. 14.AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT LEAST ONCE EVERY CALENDAR WEEK AND MUST BE CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL AREAS OF THE CONSTRUCTION SITE. 15.IF EXISTING BMPS NEED TO BE MODIFIED OR IF ADDITIONAL BMPS ARE NECESSARY TO COMPLY WITH THE REQUIREMENTS OF THIS PERMIT AND/OR NORTH CAROLINA'S WATER QUALITY STANDARDS, IMPLEMENTATION MUST BE COMPLETED BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. IF IMPLEMENTATION BEFORE THE NEXT STORM EVENT IS IMPRACTICABLE, THE SITUATION MUST BE DOCUMENTED IN THE SWPPP AND ALTERNATIVE BMPS MUST BE IMPLEMENTED AS SOON AS REASONABLY POSSIBLE. 16.A PRE-CONSTRUCTION CONFERENCE MUST BE HELD FOR EACH CONSTRUCTION SITE WITH AN APPROVED ON-SITE SWPPP PRIOR TO THE IMPLEMENTATION OF CONSTRUCTION ACTIVITIES. FOR NON-LINEAR PROJECTS THAT DISTURB 10 ACRES OR MORE THIS CONFERENCE MUST BE HELD ON-SITE UNLESS THE DEPARTMENT HAS APPROVED OTHERWISE. 17.MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER, AND OTHER WASH WATERS. WASH WATERS MUST BE TREATED IN A SEDIMENT BASIN OR ALTERNATIVE CONTROL THAT PROVIDES EQUIVALENT OR BETTER TREATMENT PRIOR TO DISCHARGE. 18.MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND EXCAVATED AREAS. THESE DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE BMP'S (SEDIMENT BASIN, FILTER BAG, ETC.). BMP MAINTENANCE NOTES ALL MEASURES STATED ON THESE PLANS SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR COMPLETED PHASE OF WORK OF FINAL STABILIZATION OF THE SITE. SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONSTRUCTION GENERAL PERMIT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF DETERIORATION. 2.ALL SEEDED/SODDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED, WATERED AND REPAIRED AS NEEDED. 3.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCE WHEN IT REACHES ONE-HALF THE HEIGHT OF THE FENCE. 4.THE CONSTRUCTION ENTRANCE/EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF SEDIMENT FROM THE SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE EXIT AS CONDITIONS DEMAND. 5.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN A GOOD CONDITION. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE AREA AS CONDITIONS DEMAND. 6.PRIOR TO LEAVING THE SITE, ALL VEHICLES SHALL BE CLEANED OF DEBRIS. ANY DEBRIS AND/OR SEDIMENT LEAVING THE SITE SHALL BE CLEANED IMMEDIATELY. 7.ALL INLETS AND STORM DRAINS SHALL BE KEPT CLEAN OF DEBRIS AND SEDIMENT. ANY DEBRIS AND/OR SEDIMENT THAT ENTERS ANY INLET OR STORM DRAIN SHALL BE CLEANED IMMEDIATELY. FLUSHING SHALL NOT BE USED TO CLEAN DEBRIS AND/OR SEDIMENT FROM STORM DRAINS. SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE CONSTRUCTION SEQUENCE ROUGH GRADE/SEDIMENT CONTROL TEMPORARY CONTROL MEASURES STRIP & STOCKPILE TOPSOIL STORM FACILITIES SITE CONSTRUCTION FINISH GRADING FOUNDATION/BUILDING CONSTRUCTION PERMANENT CONTROL STRUCTURES LANDSCAPING/SEED/FINAL STABILIZATION NOVDEC JAN MAR APRMAY JUNFEBOCT JUL AUG SEPSEP CONSTRUCTION SEQUENCE INITIAL PHASE 1.CONDUCT LIMITED CLEARING AND GRUBBING AS REQUIRED TO INSTALL CONSTRUCTION ENTRANCE AND PERIMETER BMPS. 2.INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, CONCRETE WASHOUT, AND INLET PROTECTION BMP AS SHOWN ON PLAN. NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL PROTECTION STORMWATER REGULATIONS SHALL BE FOLLOWED BY THE DESIGN ENGINEER AND THE CONTRACTOR. IN ADDITION, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DESIGNED IN ACCORDANCE WITH THE NEW HANOVER COUNTY STORMWATER DESIGN GUIDELINES. 3.CONTRACTOR TO MAINTAIN ALL BMPS THROUGH THE INITIAL PHASE. ONCE SITE IS STABILIZED CONTRACTOR TO PROCEED TO FINAL PHASE. SYMBOL SOIL NAME HYDROLOGIC SOIL GROUP Le LEON SAND A/D Mu MURVILLE FINE SAND A/D SOIL DATA TABLE EROSION CONTROL LEGEND 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 LIMITS OF DISTURBANCE REINFORCED SILT FENCE STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT MA R R I O T T S T U D I O R E S 69 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 02/09/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 FEBRUARY 9, 2023 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 . 02/29/24 RESUBMITTAL 0 GRAPHIC SCALE ( IN FEET ) 1 INCH = FT 30 30 60 30 12015 DIVERSION DITCH AREA GOING TO SKIMMER: 1.93 AC AREA GOING TO SILT FENCE: 0.34 AC 30" RCP PERMANENT CULVERT PIPE GRAVEL OVER CULVERT PIPE PROJECT INFORMATION PROJECT NAME: MARRIOTT STUDIORES PROJECT ADDRESS: 6955 MARKET STREET, WILMINGTON, NC, 28411 LATITUDE: 34.27 LONGITUDE: -77.83 TOTAL SITE AREA: 3.54 ACRES DISTURBED AREA: 2.94 ACRES TEMPORARY SEDIMENT BASIN VOLUME REQUIRED: 3474 CU.FT VOLUME PROVIDED: 11,411 SURFACE AREA REQ. 1,755 SURFACE AREA PROVIDED: 7,073' TOP:43' BOTTOM:41' OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE 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 E C/A C/A R/W R/W R/W EP E P EP E P EP EP S 39°32'11" W 211.38'S 39°44'10" W 89.97' TIE FRONT ENTRANCE SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CONCRETE WASHOUT FILTER FABRIC INLET PROTECTION FILTER FABRIC INLET PROTECTION T CS FILTER FABRIC INLET PROTECTION FILTER FABRIC INLET PROTECTION FILTER FABRIC INLET PROTECTION FILTER FABRIC INLET PROTECTION FILTER FABRIC INLET PROTECTION FILTER FABRIC INLET PROTECTION PROPOSED BUILDING OUTLINE INLET TUBE INLET PROTECTION INLET TUBE INLET PROTECTION INLET TUBE INLET PROTECTION INLET TUBE INLET PROTECTION INLET TUBE INLET PROTECTION IN T E R M E D I A T E E R O S I O N C O N T R O L P L A N C2.1 EROSION CONTROL LEGEND LIMITS OF DISTURBANCE REINFORCED SILT FENCE STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT EROSION CONTROL BLAKET INLET PROTECTION RIP RAP OUTFALL PROTECTION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 5 1 CONSTRUCTION SEQUENCE FINAL PHASE 1.COMPLETE FINAL GRADING AND PAVING FOR THE SITE. 2.REMOVE CONCRETE WASHOUT AND CONSTRUCTION EXIT AS NECESSARY AS PAVING IS INSTALLED. 3.PERMANENTLY STABILIZE DISTURBED AREAS AS SHOWN ON PLAN AND IN ACCORDANCE WITH THE NORTH CAROLINA HANDBOOK. 4.REMOVE INLET PROTECTION BMPS AND SILT FENCE AFTER ENTIRE AREA DRAINING TO THE STRUCTURE IS STABILIZED. 5.CONTINUE WEEKLY INSPECTION REPORTS UNTIL THE SITE IS FULLY STABILIZED. EROSION CONTROL NOTES 1.IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE. 2.CONTRACTOR TO CONTACT NORTH CAROLINA 811 AND LOCAL UTILITY PROVIDERS TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3.STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED BELOW. ●WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE. ●WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH-DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY (7) DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (0.5) INCH. IF SITE INSPECTIONS OR OTHER INFORMATION IDENTIFY BMP'S THAT ARE DAMAGED, INAPPROPRIATELY OR INCORRECTLY INSTALLED, OR NOT OPERATING EFFECTIVELY, THEN MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICABLE, OR AS REASONABLY POSSIBLE AND NO LESS THAN 48 HOURS FROM THE TIME OF IDENTIFICATION (PREFERABLY BEFORE THE NEXT STORM EVENT). 4.PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE SEDIMENT BEFORE BEING PUMPED BACK INTO ANY STORMWATER SYSTEMS, WATER COURSES AND WATERS OF THE STATE (WoS) OR WATERS OF THE UNITED STATES (WoU.S.). 5.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. 6.THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED. 7.TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT SEDIMENT-LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS. 8.ALL WATERS OF THE STATE (WoS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50-FOOT BUFFER CAN'T BE MAINTAINED BETWEEN THE DISTURBED AREA AND ALL WoS AND A 130-FOOT MINIMUM FOR WoU.S. A 25-FOOT NO DISTURBANCE ZONE SHALL BE MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE AND ALL WoS AND A MINIMUM 50-FOOT NO DISTURBANCE ZONE FOR WoU.S. BUFFER AND NO DISTURBANCE ZONES SHALL BE MEASURED FROM TOP OF CREEK BANK. 9.LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES. 10.A COPY OF THE SWPPP, INSPECTIONS RECORDS, AND RAINFALL DATA MUST BE RETAINED AT THE CONSTRUCTION SITE OR A NEARBY LOCATION EASILY ACCESSIBLE DURING NORMAL BUSINESS HOURS, FROM THE DATE OF COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO THE DATE THAT FINAL STABILIZATION IS REACHED. 11.INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1V OR GREATER) WHERE LAND-DISTURBING ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED, AND WILL NOT RESUME FOR A PERIOD OF 7 CALENDAR DAYS. 12.MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL. 13.THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED: ·WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE CONTROL. ·WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS. ·FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE. ·SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING. 14.AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT LEAST ONCE EVERY CALENDAR WEEK AND MUST BE CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL AREAS OF THE CONSTRUCTION SITE. 15.IF EXISTING BMPS NEED TO BE MODIFIED OR IF ADDITIONAL BMPS ARE NECESSARY TO COMPLY WITH THE REQUIREMENTS OF THIS PERMIT AND/OR NORTH CAROLINA'S WATER QUALITY STANDARDS, IMPLEMENTATION MUST BE COMPLETED BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. IF IMPLEMENTATION BEFORE THE NEXT STORM EVENT IS IMPRACTICABLE, THE SITUATION MUST BE DOCUMENTED IN THE SWPPP AND ALTERNATIVE BMPS MUST BE IMPLEMENTED AS SOON AS REASONABLY POSSIBLE. 16.A PRE-CONSTRUCTION CONFERENCE MUST BE HELD FOR EACH CONSTRUCTION SITE WITH AN APPROVED ON-SITE SWPPP PRIOR TO THE IMPLEMENTATION OF CONSTRUCTION ACTIVITIES. FOR NON-LINEAR PROJECTS THAT DISTURB 10 ACRES OR MORE THIS CONFERENCE MUST BE HELD ON-SITE UNLESS THE DEPARTMENT HAS APPROVED OTHERWISE. 17.MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER, AND OTHER WASH WATERS. WASH WATERS MUST BE TREATED IN A SEDIMENT BASIN OR ALTERNATIVE CONTROL THAT PROVIDES EQUIVALENT OR BETTER TREATMENT PRIOR TO DISCHARGE. 18.MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND EXCAVATED AREAS. THESE DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE BMP'S (SEDIMENT BASIN, FILTER BAG, ETC.). BMP MAINTENANCE NOTES ALL MEASURES STATED ON THESE PLANS SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR COMPLETED PHASE OF WORK OF FINAL STABILIZATION OF THE SITE. SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONSTRUCTION GENERAL PERMIT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF DETERIORATION. 2.ALL SEEDED/SODDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED, WATERED AND REPAIRED AS NEEDED. 3.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCE WHEN IT REACHES ONE-HALF THE HEIGHT OF THE FENCE. 4.THE CONSTRUCTION ENTRANCE/EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF SEDIMENT FROM THE SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE EXIT AS CONDITIONS DEMAND. 5.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN A GOOD CONDITION. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE AREA AS CONDITIONS DEMAND. 6.PRIOR TO LEAVING THE SITE, ALL VEHICLES SHALL BE CLEANED OF DEBRIS. ANY DEBRIS AND/OR SEDIMENT LEAVING THE SITE SHALL BE CLEANED IMMEDIATELY. 7.ALL INLETS AND STORM DRAINS SHALL BE KEPT CLEAN OF DEBRIS AND SEDIMENT. ANY DEBRIS AND/OR SEDIMENT THAT ENTERS ANY INLET OR STORM DRAIN SHALL BE CLEANED IMMEDIATELY. FLUSHING SHALL NOT BE USED TO CLEAN DEBRIS AND/OR SEDIMENT FROM STORM DRAINS. SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE CONSTRUCTION SEQUENCE ROUGH GRADE/SEDIMENT CONTROL TEMPORARY CONTROL MEASURES STRIP & STOCKPILE TOPSOIL STORM FACILITIES SITE CONSTRUCTION FINISH GRADING FOUNDATION/BUILDING CONSTRUCTION PERMANENT CONTROL STRUCTURES LANDSCAPING/SEED/FINAL STABILIZATION NOVDEC JAN MAR APRMAY JUNFEBOCT JUL AUG SEPSEP 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 PROJECT INFORMATION PROJECT NAME: MARRIOTT STUDIORES PROJECT ADDRESS: 6955 MARKET STREET, WILMINGTON, NC, 28411 LATITUDE: 34.27 LONGITUDE: -77.83 TOTAL SITE AREA: 3.54 ACRES DISTURBED AREA: 2.94 ACRES 1' = XXX' 1' = XXX' 0 GRAPHIC SCALE ( IN FEET ) 1 INCH = FT 30 30 60 30 12015 MA R R I O T T S T U D I O R E S 69 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 02/09/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 FEBRUARY 9, 2023 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 . 02/29/24 RESUBMITTAL TEMPORARY SEDIMENT BASIN VOLUME REQUIRED: 3474 CU.FT VOLUME PROVIDED: 11,411 SURFACE AREA REQ. 1,755 SURFACE AREA PROVIDED: 7,073' TOP:40.2' BOTTOM:38.2' SYMBOL SOIL NAME HYDROLOGIC SOIL GROUP Le LEON SAND A/D Mu MURVILLE FINE SAND A/D SOIL DATA TABLE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE PID: R04300-003-033-000 CLPF CAPE HARBOR LLC DB 6568, PG 2100 #7113 CAPE HARBOR DRIVE PID: R04300-003-047-000 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 E C/A C/A R/W R/W R/W MKP ATT MKP ATT EP E P EP E P EP EP S 39°32'11" W 211.38'S 39°44'10" W 89.97' TIE FRONT ENTRANCE SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CONCRETE WASHOUT T CS PROPOSED BUILDING OUTLINE INLET TUBE INLET PROTECTION INLET TUBE INLET PROTECTION INLET TUBE INLET PROTECTION INLET TUBE INLET PROTECTION INLET TUBE INLET PROTECTION INLET TUBE INLET PROTECTION INLET TUBE INLET PROTECTION INLET TUBE INLET PROTECTION INLET TUBE INLET PROTECTION INLET TUBE INLET PROTECTION INLET TUBE INLET PROTECTION INLET TUBE INLET PROTECTION INLET TUBE INLET PROTECTION MA R R I O T T S T U D I O R E S 69 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 02/09/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 FEBRUARY 9, 2023 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 . 02/29/24 RESUBMITTAL FI N A L E R O S I O N C O N T R O L P L A N C2.2 EROSION CONTROL LEGEND LIMITS OF DISTURBANCE REINFORCED SILT FENCE STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT EROSION CONTROL BLAKET INLET PROTECTION RIP RAP OUTFALL PROTECTION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 5 1 CONSTRUCTION SEQUENCE FINAL PHASE 1.COMPLETE FINAL GRADING AND PAVING FOR THE SITE. 2.REMOVE CONCRETE WASHOUT AND CONSTRUCTION EXIT AS NECESSARY AS PAVING IS INSTALLED. 3.PERMANENTLY STABILIZE DISTURBED AREAS AS SHOWN ON PLAN AND IN ACCORDANCE WITH THE NORTH CAROLINA HANDBOOK. 4.REMOVE INLET PROTECTION BMPS AND SILT FENCE AFTER ENTIRE AREA DRAINING TO THE STRUCTURE IS STABILIZED. 5.CONTINUE WEEKLY INSPECTION REPORTS UNTIL THE SITE IS FULLY STABILIZED. EROSION CONTROL NOTES 1.IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE. 2.CONTRACTOR TO CONTACT NORTH CAROLINA 811 AND LOCAL UTILITY PROVIDERS TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3.STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED BELOW. ●WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE. ●WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH-DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY (7) DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (0.5) INCH. IF SITE INSPECTIONS OR OTHER INFORMATION IDENTIFY BMP'S THAT ARE DAMAGED, INAPPROPRIATELY OR INCORRECTLY INSTALLED, OR NOT OPERATING EFFECTIVELY, THEN MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICABLE, OR AS REASONABLY POSSIBLE AND NO LESS THAN 48 HOURS FROM THE TIME OF IDENTIFICATION (PREFERABLY BEFORE THE NEXT STORM EVENT). 4.PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE SEDIMENT BEFORE BEING PUMPED BACK INTO ANY STORMWATER SYSTEMS, WATER COURSES AND WATERS OF THE STATE (WoS) OR WATERS OF THE UNITED STATES (WoU.S.). 5.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. 6.THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED. 7.TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT SEDIMENT-LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS. 8.ALL WATERS OF THE STATE (WoS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50-FOOT BUFFER CAN'T BE MAINTAINED BETWEEN THE DISTURBED AREA AND ALL WoS AND A 130-FOOT MINIMUM FOR WoU.S. A 25-FOOT NO DISTURBANCE ZONE SHALL BE MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE AND ALL WoS AND A MINIMUM 50-FOOT NO DISTURBANCE ZONE FOR WoU.S. BUFFER AND NO DISTURBANCE ZONES SHALL BE MEASURED FROM TOP OF CREEK BANK. 9.LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES. 10.A COPY OF THE SWPPP, INSPECTIONS RECORDS, AND RAINFALL DATA MUST BE RETAINED AT THE CONSTRUCTION SITE OR A NEARBY LOCATION EASILY ACCESSIBLE DURING NORMAL BUSINESS HOURS, FROM THE DATE OF COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO THE DATE THAT FINAL STABILIZATION IS REACHED. 11.INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1V OR GREATER) WHERE LAND-DISTURBING ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED, AND WILL NOT RESUME FOR A PERIOD OF 7 CALENDAR DAYS. 12.MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL. 13.THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED: ·WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE CONTROL. ·WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS. ·FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE. ·SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING. 14.AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT LEAST ONCE EVERY CALENDAR WEEK AND MUST BE CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL AREAS OF THE CONSTRUCTION SITE. 15.IF EXISTING BMPS NEED TO BE MODIFIED OR IF ADDITIONAL BMPS ARE NECESSARY TO COMPLY WITH THE REQUIREMENTS OF THIS PERMIT AND/OR NORTH CAROLINA'S WATER QUALITY STANDARDS, IMPLEMENTATION MUST BE COMPLETED BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. IF IMPLEMENTATION BEFORE THE NEXT STORM EVENT IS IMPRACTICABLE, THE SITUATION MUST BE DOCUMENTED IN THE SWPPP AND ALTERNATIVE BMPS MUST BE IMPLEMENTED AS SOON AS REASONABLY POSSIBLE. 16.A PRE-CONSTRUCTION CONFERENCE MUST BE HELD FOR EACH CONSTRUCTION SITE WITH AN APPROVED ON-SITE SWPPP PRIOR TO THE IMPLEMENTATION OF CONSTRUCTION ACTIVITIES. FOR NON-LINEAR PROJECTS THAT DISTURB 10 ACRES OR MORE THIS CONFERENCE MUST BE HELD ON-SITE UNLESS THE DEPARTMENT HAS APPROVED OTHERWISE. 17.MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER, AND OTHER WASH WATERS. WASH WATERS MUST BE TREATED IN A SEDIMENT BASIN OR ALTERNATIVE CONTROL THAT PROVIDES EQUIVALENT OR BETTER TREATMENT PRIOR TO DISCHARGE. 18.MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND EXCAVATED AREAS. THESE DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE BMP'S (SEDIMENT BASIN, FILTER BAG, ETC.). BMP MAINTENANCE NOTES ALL MEASURES STATED ON THESE PLANS SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR COMPLETED PHASE OF WORK OF FINAL STABILIZATION OF THE SITE. SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONSTRUCTION GENERAL PERMIT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF DETERIORATION. 2.ALL SEEDED/SODDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED, WATERED AND REPAIRED AS NEEDED. 3.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCE WHEN IT REACHES ONE-HALF THE HEIGHT OF THE FENCE. 4.THE CONSTRUCTION ENTRANCE/EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF SEDIMENT FROM THE SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE EXIT AS CONDITIONS DEMAND. 5.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN A GOOD CONDITION. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE AREA AS CONDITIONS DEMAND. 6.PRIOR TO LEAVING THE SITE, ALL VEHICLES SHALL BE CLEANED OF DEBRIS. ANY DEBRIS AND/OR SEDIMENT LEAVING THE SITE SHALL BE CLEANED IMMEDIATELY. 7.ALL INLETS AND STORM DRAINS SHALL BE KEPT CLEAN OF DEBRIS AND SEDIMENT. ANY DEBRIS AND/OR SEDIMENT THAT ENTERS ANY INLET OR STORM DRAIN SHALL BE CLEANED IMMEDIATELY. FLUSHING SHALL NOT BE USED TO CLEAN DEBRIS AND/OR SEDIMENT FROM STORM DRAINS. SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE CONSTRUCTION SEQUENCE ROUGH GRADE/SEDIMENT CONTROL TEMPORARY CONTROL MEASURES STRIP & STOCKPILE TOPSOIL STORM FACILITIES SITE CONSTRUCTION FINISH GRADING FOUNDATION/BUILDING CONSTRUCTION PERMANENT CONTROL STRUCTURES LANDSCAPING/SEED/FINAL STABILIZATION NOVDEC JAN MAR APRMAY JUNFEBOCT JUL AUG SEPSEP 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 1' = XXX' 1' = XXX' 0 GRAPHIC SCALE ( IN FEET ) 1 INCH = FT 30 30 60 30 12015 DRY DETENTION BASIN PROJECT INFORMATION PROJECT NAME: MARRIOTT STUDIORES PROJECT ADDRESS: 6955 MARKET STREET, WILMINGTON, NC, 28411 LATITUDE: 34.27 LONGITUDE: -77.83 TOTAL SITE AREA: 3.54 ACRES DISTURBED AREA: 2.94 ACRES SYMBOL SOIL NAME HYDROLOGIC SOIL GROUP Le LEON SAND A/D Mu MURVILLE FINE SAND A/D SOIL DATA TABLE MA R R I O T T S T U D I O R E S 69 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 02/09/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 FEBRUARY 9, 2023 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 . 02/29/24 RESUBMITTAL ER O S I O N C O N T R O L D E T A I L S C2.3 1' = XXX' 1' = XXX' 3D o = 6 . 0 ' W = D o + L a = 1 5 . 0 ' RIP RAP SIZING RIP RAP 3 SIZING La = 11.0' MINIMUM RIP RAP DIAMETER: 0.5' MA R R I O T T S T U D I O R E S 69 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 02/09/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 FEBRUARY 9, 2023 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 . 02/29/24 RESUBMITTAL ER O S I O N C O N T R O L D E T A I L S C2.4 1' = XXX' 1' = XXX' MA R R I O T T S T U D I O R E S 69 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 02/09/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 FEBRUARY 9, 2023 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 . 02/29/24 RESUBMITTAL ER O S I O N C O N T R O L D E T A I L S C2.5 1' = XXX' 1' = XXX' OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE PID: R04400-002-007-000 PID: R04300-003-033-000 CLPF CAPE HARBOR LLC DB 6568, PG 2100 #7113 CAPE HARBOR DRIVE IPF (1") PPF (1") IRF (#5) MONF / DISK MONF / DISK MONF / DISK IRS(#5) IRS(#5) IRS(#5) IRS(#5) IRS(#5) MONF / DISK PPF (1") ON LINE 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 IPF(2") BENCHMARK: #100 IRON REBAR SET ELEVATION = 45.02 E 23 0 . 2 0 ' 27 . 9 9 ' C/A C/A R/W R/W R/W 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 EP E P EP E P EP EP S 39°32'11" W 211.38'S 39°44'10" W 89.97' TIE PROPOSED 4-STORY BUILDING 124 - KEY MARRIOTT STUDIORES STORMWATER MANAGEMENT AREA FRONT ENTRANCE 26 . 0 ' 26 . 0 ' 26.0' 26.0' 26 . 0 ' 26 . 0 ' 26.0' 26.0' 26.0' 26 . 0 ' 9.0' 9.0' 9.0' 9. 0 ' 9.0'9.0' 9.0' 9. 0 ' 9. 0 ' 18 . 0 ' 18 . 0 ' 18 . 0 ' 18.0' 18 . 0 ' 18 . 0 ' 18 . 0 ' 18.0' 18.0' 13 . 0 ' 5. 0 ' 5.0' 8.8'5.0' 5. 5 ' 5. 0 ' 81.9' 105.3' 114.3' 91.0' 10 0 . 8 ' 10 0 . 8 ' 1 5 0 . 8 ' R20 . 0 ' R 2 0 . 0 ' R 1 0 . 0 ' R 8 . 0 ' R4.0 ' R 6 . 0 ' R6.0 ' R 6 . 0 ' R6.0 ' R 5 . 0 ' R 6 . 0 ' R6. 0 ' R 6 . 0 ' R6. 0 ' R 5 . 0 ' R3. 0 ' R 3 . 0 ' R10 . 0 ' R 3 . 0 ' R6.0 ' R 6 . 0 ' R 1 0 . 0 ' R3.0 ' R 3 . 0 ' R10 . 0 ' R 3 . 0 ' R2.0' R2 . 0 ' R6.0 ' R 6 . 0 ' R3.0 ' R 1 0 . 0 ' R3. 0 ' EXISTING DITCH CENTERLINETOP OF EXISTING DITCH EXISTING DITCH CENTERLINE TOP OF EXISTING DITCH EXISTING DITCH CENTERLINE TOP OF EXISTING DITCH 12 8 10 512 11 109 124 13 8 11 4 9.0' 10 . 2 ' 10 . 2 ' 10 . 0 ' ADA PARKING AREA SEE SHEET C4.0 ADA PARKING AREA SEE SHEET C4.0 25' FRONT SETBACK 25' SIDE SETBACK 20' LANDSCAPE BUFFER 12.5' LANDSCAPE BUFFER (STREETYARD) R3.0 ' LIGHT POLE (TYP. 10) LIGHT POLE (TYP. 10) LIGHT POLE (TYP. 10) LIGHT POLE (TYP. 10) LIGHT POLE (TYP. 10) LIGHT POLE (TYP. 10)LIGHT POLE (TYP. 10) LIGHT POLE (TYP. 10)ADA SIGNAGE SEE DETAIL ON C6.0 ADA SIGNAGE SEE DETAIL ON C6.0 R6. 0 ' R 6 . 0 ' PROPOSED DUMPSTER ENCLOSURE MODULAR BLOCK WALL DESIGNED BY OTHERS GUARD RAIL REFER TO DETAIL SHEET C6.0 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 EV PARKING SPACES (4) C3.0 SI T E P L A N 0 GRAPHIC SCALE ( IN FEET ) 1 INCH = FT 30 30 60 30 12015 MA R R I O T T S T U D I O R E S 69 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 02/09/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 FEBRUARY 9, 2023 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 . 02/29/24 RESUBMITTAL 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 LIGHT DUTY ASPHALT HEAVY DUTY CONCRETE 2'-6" CONCRETE CURB & GUTTER (NCDOT STANDARD) PARKING SPACE COUNT GUARD RAIL 1" BITUMINOUS CONCRETE SURFACE COURSE, TYPE SF9.5A COMPACTED SUBGRADE 2" BITUMINOUS CONCRETE INTERMEDIATE COURSE, TYPE S9.5B 8" AGGREGATE BASE COURSE TYPICAL ASPHALT PAVEMENT SECTION #4 REBARS @12" O.C. EACH WAY WITH 14" LAP SPLICE 6" PORTLAND CEMENT CONCRETE. MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI. MINIMUM SAWCUT DEPTH 2.0". MAXIMUM JOINT SPACING 16' x 16' COMPACTED SUBGRADE 4" AGGREGATE BASE COURSE TYPICAL CONCRETE PAVEMENT SECTION SITE SUMMARY TABLE SITE AREA SITE AREA: DISTURBED AREA: IMPERVIOUS AREA: PERVIOUS AREA: ZONING JURISDICTION: ZONING: FRONT SETBACK: NEW HANOVER COUNTY B-2 REGIONAL BUSINESS SIDE SETBACK: REAR SETBACK: 2.94± AC. 3.54± AC. PARKING SUMMARY REQUIRED PARKING: 124 SPACES 1 SPACE / BEDROOM PROVIDED PARKING: 129 SPACES 1.04 SPACES / BEDROOM STANDARD STALL DIMENSION: 26' 9' x 18' MIN. DRIVE WIDTH: 35' (ABUTTING RESIDENTIAL) 0' (INTERIOR); 25' (STREET) 25' 11 12.0'12.0' 12.0' 12.0' 12.0'12.0'12.0' STANDARD DUTY ASPHALT 1.56± AC. (44.1%) 1.98± AC. (55.9%) OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE 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 MARKET STREET VARIABLE PUBLIC RIGHT-OF-WAY NCDOT TIP PROJECT: U-4751 WBS: 40191.2.1 DB 6176, PG 1741 SUICIDE MEMORIAL PLAQUE E TC 4 4 . 5 5 TC 4 4 . 9 6 TC 4 4 . 2 2 TC 4 4 . 4 6 23 0 . 2 0 ' 27 . 9 9 ' 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 MKP ATT MKP ATT EP E P EP E P EP EP S 39°44'10" W 89.97' TIE PROPOSED 4-STORY BUILDING 124 - KEY MARRIOTT STUDIORES FRONT ENTRANCE T CS SEE ENLARGEMENT B ON THIS SHEET SEE ENLARGEMENT A ON THIS SHEET PROPOSED 30" RCP CULVERT PIPE FFE: 48.0047.90 48.00 48.00 48.00 48.00 47.75 47.75 48.00 46.06 45.88 45.82 45.65 46.96 46.55 46.59 46.68 47.01 47.44 46.17 46.04 46.18 46.80 47.04 46.83 46.31 46.64 45.52 45.65 45.77 46.46 46.05 46.1347.58 47.19 46.90 46.51 46.37 46.25 45.81 46.86 46.01 46.02 46.14 46.42 46.54 45.94 46.36 46.3846.46 47.19 46.95 46.89 46.77 46.91 46.96 47.00 47.16 47.40 47.21 47.71 47.84 47.35 47.28 47.09 47.35 47.35 47.18 47.15 47.03 47.18 47.35 47.41 47.24 47.07 46.93 46.86 47.36 47.17 47.04 47.17 47.3647.36 47.10 47.00 46.83 46.96 47.36 47.37 47.67 47.85 47.36 47.32 47.39 46.42 47.45 46.25 46.37 47.3246.4546.9046.86 RIDGELINE RIDGELINE SD PIPE 5 SD PIPE 19 SD P I P E 1 7 SD PIPE 15 SD PIPE 13 SD PIPE 11 SD P I P E 9 SD PIPE 10 SD PIPE 8 S D P I P E 6 TW: 46.60 TW: 46.60 TW: 46.60 TW: 46.60 TW: 46.60 TW: 46.60 TW: 46.60 BW: 40.70 BW: 40.70 BW: 40.70 BW: 40.70 BW: 40.70 BW: 40.70 BW: 40.70 MODULAR BLOCK WALL DESIGNED BY OTHERS 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 SD 2 SD 4 SD 7 SD 12 SD 6 SD 10 SD 14 SD 15 SD 20 SD 19 SD 1 SD 17 SD OUTLET CONTROL STRUCTURE SD 50SD 49 SD 51SD 169 SD 170 SD 1 7 1 SD 39 SD 37 SD 163 SD 164 (AS PREPARED BY: DAVEY RESOURCE GROUP: 47.93 47.44 47.31 47.8147.37 47.91 47.41 47.41 47.38 47.35 47.32 47.52 47.29 47.79 47.41 47.14 47.11 47.08 47.05 47.02 46.99 46.96 47.25 SD 51 47.1347.13 47.4047.67 47.40 47.13 47.90 47.40 47.92 47.4347.43 47.92 47.90 47.40 48.00 SD 163 STORM SEWER STRUCTURE TABLE STRUCTURE ID OUTLET CONTROL STRUCTURE 1 2 4 6 7 10 12 14 15 17 19 20 BOX TYPE Reinforced Concrete Reinforced Concrete Reinforced Concrete Reinforced Concrete Reinforced Concrete Reinforced Concrete Reinforced Concrete Reinforced Concrete Reinforced Concrete Reinforced Concrete Reinforced Concrete Reinforced Concrete Reinforced Concrete GRATE TYPE Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard TOP ELEV 41.50 41.76 46.53 46.04 46.46 45.66 45.55 45.83 46.44 45.81 41.30 42.79 43.29 INVERT ELEV 40.20 (OUT) 40.20 (IN) 41.33 (OUT) 41.33 (IN) 41.33 (IN) 41.61 (IN) 41.61 (OUT) 42.14 (IN) 42.14 (OUT) 43.04 (OUT) 42.00 (OUT) 42.00 (IN) 42.58 (IN) 42.58 (OUT) 43.27 (IN) 43.27 (OUT) 43.52 (OUT) 40.00 (IN) 40.00 (IN) 40.50 (OUT) STORM SEWER PIPE SCHEDULE PIPE ID PIPE 5 PIPE 6 PIPE 8 PIPE 9 PIPE 10 PIPE 11 PIPE 13 PIPE 15 PIPE 17 PIPE 19 LENGTH 15.81' 56.86' 105.17' 133.06' 180.94' 115.16' 137.03' 49.08' 36.43' 46.13' SIZE 18" 18" 18" 15" 15" 15" 15" 15" 15" 30" MATERIAL 18" HDPE 18" HDPE 18" HDPE 15" HDPE 15" HDPE 15" HDPE 15" HDPE 15" HDPE 24" HDPE 30'' RCP CLASS III SLOPE 7.15% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.55% 1.08% UPSTREAM 1 4 6 10 7 12 14 15 OUTLET CONTROL STRUCTURE 20 DOWNSTREAM 2 2 4 2 6 10 12 14 17 19 TRUNK 1 STRUCTURE TABLE STRUCTURE ID 37 39 BOX TYPE Reinforced Concrete Reinforced Concrete GRATE TYPE Standard Standard TOP ELEV 47.50 47.50 INVERT ELEV 42.68 (OUT) 41.59 (IN) 41.59 (OUT) TRUNK 1 PIPE SCHEDULE PIPE ID 163 164 LENGTH 218.79' 52.63' SIZE 12" 12" MATERIAL 12" HDPE 12" HDPE SLOPE 0.50% 0.50% UPSTREAM 37 39 DOWNSTREAM 39 TRUNK 2 STRUCTURE TABLE STRUCTURE ID 49 50 51 BOX TYPE Reinforced Concrete Reinforced Concrete Reinforced Concrete GRATE TYPE Standard Standard Standard TOP ELEV 47.50 47.65 47.06 INVERT ELEV 43.96 (OUT) 42.96 (IN) 42.96 (OUT) 41.82 (IN) 41.82 (OUT) TRUNK 2 PIPE SCHEDULE PIPE ID 169 170 171 LENGTH 74.18' 126.04' 97.81' SIZE 10" 10" 10" MATERIAL 10" HDPE 10" HDPE 10" HDPE SLOPE 1.35% 0.90% 0.50% UPSTREAM 49 50 51 DOWNSTREAM 50 51 C4.0 GR A D I N G A N D D R A I N A G E P L A N 0 GRAPHIC SCALE ( IN FEET ) 1 INCH = FT 30 30 60 30 12015 MA R R I O T T S T U D I O R E S 69 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 02/09/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 FEBRUARY 9, 2023 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 . 02/29/24 RESUBMITTAL 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 GRADING & DRAINAGE LEGEND LIMITS OF DISTURBANCE MAJOR CONTOUR MINOR CONTOUR LIMITS OF PERMEABLE PVMT SPOT ELEVATION (BOTTOM OF CURB) STORM SEWER PIPE STORM INLET SLOPE / FLOW DIRECTION CONCRETE END SECTION 5 1 860.00 ENLARGEMENT A SCALE: 1" = 10' ENLARGEMENT B SCALE: 1" = 10' @ ℄ @ ℄ IN V . O U T = 4 1 . 3 3 ( 1 ) IN V . I N = 4 1 . 3 3 ( 4 ) IN V . I N = 4 1 . 3 3 ( 1 0 ) RI M E L . = 4 6 . 5 3 2 S T A 0 + 0 0 . 0 0 IN V . O U T = 4 1 . 6 1 ( 2 ) IN V . I N = 4 1 . 6 1 ( 6 ) RI M E L . = 4 6 . 0 4 4 S T A 0 + 5 6 . 8 6 IN V . O U T = 4 2 . 1 4 ( 4 ) IN V . I N = 4 2 . 1 4 ( 7 ) RI M E L . = 4 6 . 4 6 6 S T A 1 + 6 2 . 0 3 IN V . O U T = 4 3 . 0 4 ( 6 ) RI M E L . = 4 5 . 6 6 7 S T A 3 + 4 2 . 9 7 <33923448>' OF 18" HDPE @ 0.50% <33923448>' OF 18" HDPE @ 0.50% <33923448>' OF 15" HDPE @ 0.50% @ ℄ @ ℄ IN V . O U T = 4 2 . 0 0 ( 2 ) IN V . I N = 4 2 . 0 0 ( 1 2 ) RI M E L . = 4 5 . 5 5 10 S T A 1 + 3 3 . 0 6 IN V . O U T = 4 2 . 5 8 ( 1 0 ) IN V . I N = 4 2 . 5 8 ( 1 4 ) RI M E L . = 4 5 . 8 3 12 S T A 2 + 4 7 . 6 9 IN V . O U T = 4 2 . 5 8 ( 1 0 ) IN V . I N = 4 2 . 5 8 ( 1 4 ) RI M E L . = 4 5 . 8 3 12 S T A 2 + 4 7 . 6 9 IN V . O U T = 4 3 . 2 7 ( 1 2 ) IN V . I N = 4 3 . 2 7 ( 1 5 ) RI M E L . = 4 6 . 4 4 14 S T A 3 + 8 4 . 7 1 IN V . O U T = 4 3 . 5 2 ( 1 4 ) RI M E L . = 4 5 . 8 1 15 S T A 4 + 3 3 . 7 9 <33923448>' OF 15" HDPE @ 0.50% <33923448>' OF 15" HDPE @ 0.50% <33923448>' OF 15" HDPE @ 0.50% <33923448>' OF 15" HDPE @ 0.50% @ ℄ @ ℄ IN V . O U T = 4 1 . 5 9 ( ) IN V . I N = 4 1 . 5 9 ( 3 7 ) RI M E L . = 4 7 . 5 0 39 S T A 0 + 5 2 . 6 3 IN V . O U T = 4 2 . 6 8 ( 3 9 ) RI M E L . = 4 7 . 5 0 37 S T A 2 + 7 1 . 4 2 <33923448>' OF 12" HDPE @ 0.50% <33923448>' OF 12" HDPE @ 0.50% @ ℄ @ ℄ <33923448>' OF 10" HDPE @ 0.50%<33923448>' OF 10" HD P E @ 0 . 9 0 % IN V . O U T = 4 1 . 8 2 ( ) IN V . I N = 4 1 . 8 2 ( 5 0 ) RI M E L . = 4 7 . 0 6 51 S T A 0 + 9 7 . 8 1 IN V . O U T = 4 2 . 9 6 ( 5 1 ) IN V . I N = 4 2 . 9 6 ( 4 9 ) RI M E L . = 4 7 . 6 5 50 S T A 2 + 2 3 . 8 5 <33923448>' OF 1 0 " H D P E @ 1 . 3 5 % IN V . O U T = 4 3 . 9 6 ( 5 0 ) RI M E L . = 4 7 . 5 0 49 S T A 2 + 9 8 . 0 3 C4.1 ST O R M P R O F I L E S MA R R I O T T S T U D I O R E S 69 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 02/09/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 FEBRUARY 9, 2023 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 . 02/29/24 RESUBMITTAL STORMWATER MANAGEMENT AREA CS Mu Ly OHE OHE OHE OHE OHE OHE OHE OHE OHE APPROXIMATE LOCATION OF ABANDONED CSX 130' RIGHT-OF-WAY DB 1397, PG 656 DB 1389, PG 1122 4' CH A I N L I N K F E N C E PPF (1") IRF (#5) MONF PPF (1") ON LINE SWALE / DITCH LINE 23 0 . 2 0 ' 27 . 9 9 ' 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 S 39°32'11" W 211.38' MA R R I O T T S T U D I O R E S 69 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 02/09/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 FEBRUARY 9, 2023 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 . 02/29/24 RESUBMITTAL OUTLET CONTROL STRUCTURE - INCREMENTAL WEIR PVC DRAIN OUTLET TYPICAL LITTORAL SHELF VEGETATION DETAIL TYPICAL LITTORAL SHELF PLANTING SCHEDULE TRASH RACK DETAIL STORMWATER MANAGEMENT DESIGN WET DETENTION POND: PLAN VIEW STAGE/STORAGE TABLE STORMWATER MANAGEMENT SYSTEM DETAILS1 PROFILE OF WET POND DETENTION SYSTEM BMP POND DEWATERING C4.2 ST O R M W A T E R M A N A G E M E N T D E T A I L S STORMWATER MANAGEMENT AREA CS Mu Ly OHE OHE OHE OHE OHE OHE OHE OHE OHE APPROXIMATE LOCATION OF ABANDONED CSX 130' RIGHT-OF-WAY DB 1397, PG 656 DB 1389, PG 1122 4' CH A I N L I N K F E N C E PPF (1") IRF (#5) MONF PPF (1") ON LINE SWALE / DITCH LINE 23 0 . 2 0 ' 27 . 9 9 ' 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 S 39°32'11" W 211.38' RETAINING WALL SPILLWAY DETAIL MA R R I O T T S T U D I O R E S 69 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 02/09/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 FEBRUARY 9, 2023 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 . 02/29/24 RESUBMITTAL PLAN VIEW PROFILE OF WET POND DETENTION SYSTEM STORMWATER MANAGEMENT DESIGN WET DETENTION POND: C4.3 ST O R M W A T E R M A N A G E M E N T D E T A I L S @ ℄ @ ℄ 11'-18" HDPE @ 7.15% INV. OUT = 41.27 INV. IN = 41.33 INV. IN = 41.33 RIM EL. = 46.53 SD#2 CURB INLET 38'-15" HDPE @ 0.53% ST O R M W A T E R MA N A G E M E N T AR E A CS M u L y OH E OH E OH E O H E O H E OH E OH E OH E OH E O H E AP P R O X I M A T E L O C A T I O N O F AB A 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 4 ' C H A I N L I N K F E N C E PP F ( 1 " ) IR F ( # 5 ) MO N F PP F ( 1 " ) ON L I N E SW A L E / D I T C H L I N E 230.20'27.99' S 1 1 ° 3 7 ' 5 8 " W 1 4 2 . 6 3 ' S 55°51'13" E 258.19' TOTAL C4.4 PLAN VIEW MA R R I O T T S T U D I O R E S 69 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 02/09/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 FEBRUARY 9, 2023 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 . 02/29/24 RESUBMITTAL WE T P O N D P R O F I L E ST O R M W A T E R M A N A G E M E N T N O T E S C4.5 N/A MA R R I O T T S T U D I O R E S 69 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 02/09/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 FEBRUARY 9, 2023 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 . 02/29/24 RESUBMITTAL MA R R I O T T S T U D I O R E S 69 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 02/09/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 FEBRUARY 9, 2023 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 . 02/29/24 RESUBMITTAL CONSTRUCTION SEQUENCE FOR WET DETENTION POND: STORMWATER MANAGEMENT NOTES: LANDSCAPING NOTES: LANDSCAPING NOTES: SEEDBED PREPARATION: OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE 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 BENCHMARK: #100 IRON REBAR SET ELEVATION = 45.02 E PROPOSED 4-STORY BUILDING 124 - KEY MARRIOTT STUDIORES STORMWATER MANAGEMENT AREA FRONT ENTRANCE T CS SEE EXTENSION PLANS FOR UTILITY CONNECTIONS EXISTING LIGHT POLE TO BE REMOVED/RELOCATED PROPOSED ELECTRIC TIE-IN TO BE ROUTED ACROSS/UNDER EXISTING DITCH PROPOSED LIFT STATION PROPOSED WATER MAIN TO TIE INTO EXISTING 8" MAIN PROPOSED 45° BENDPROPOSED 94' OF 6" FIRE LINE PROPOSED 202' OF 4" DOMESTIC LINE SS #1 RIM EL. = 47.69 INV. OUT = 44.00 SS #2 RIM EL. = 47.48 INV. IN = 43.79 INV. OUT = 43.79 SS #5 RIM EL. = 46.00 INV. IN = 43.04 INV. OUT = 43.04 SS #9 RIM EL. = 46.00 INV. IN = 40.82 INV. OUT = 40.82 SS #6 RIM EL. = 45.28 INV. IN = 41.59 INV. OUT = 41.59 SS #8 RIM EL. = 45.08 INV. IN = 40.95 INV. OUT = 40.95 SS #7 RIM EL. = 43.83 INV. IN = 41.47 INV. OUT = 41.47 <33923448> LF OF 8" SDR-26 PVC @ 0.56% <33923448> LF OF 8" SDR-26 PVC @ 0.40% <33923448> LF OF 8" SDR-26 PVC @ 4.80% <33923448> LF OF 8" SDR-26 PVC @ 0.40% <33923448> LF OF 8" SDR-26 PVC @ 0.40% <3 3 9 2 3 4 4 8 > L F O F 1 0 " S D R - 2 6 P V C @ 0 . 2 8 % <33923448> LF OF 8" DIP @ 0.42% <33923448> LF OF 8" SDR-26 PVC @ 0.41% <33923448> LF OF 8" SDR-26 PVC @ 0.40% C5.0 UT I L I T Y P L A N 0 GRAPHIC SCALE ( IN FEET ) 1 INCH = FT 30 30 60 30 12015 MA R R I O T T S T U D I O R E S 69 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 02/09/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 FEBRUARY 9, 2023 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 . 02/29/24 RESUBMITTAL 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 LEGENDUTILITY LEGEND WATER LINE SANITARY SEWER LINE GAS LINE UNDERGROUND ELECTRIC STORM SEWER PIPE SANITARY SEWER MANHOLE STORM INLET SANITARY SEWER CLEANOUT FIRE HYDRANT CONTRACTOR TO VERIFY IF FIRE PUMP WILL BE REQUIRED FOR FIRE SPRINKLER DESIGN. IF FIRE PUMP IS NOT REQUIRED, CONTRACTOR TO CONTACT ENGINEER ABOUT METER AND BACKFLOW CONFIGURATION PRIOR TO ORDERING AND INSTALLING FIRE LINE EQUIPMENT. CHANGES TO METER AND BACKFLOW CONFIGURATION MUST BE APPROVED BY NEW HANOVER COUNTY. GENERAL UTILITY NOTES 1.NOTIFY NEW HANOVER COUNTY OF ANY SCHEDULED OUTAGES 7 DAYS PRIOR TO THE OUTAGE. 2.ONLY NEW HANOVER COUNTY PERSONNEL ARE AUTHORIZED TO OPERATE VALVES. 3.EXISTING SERVICES TO BE ABANDONED SHALL BE TERMINATED AT THE MAIN. 4.ALL RIGID GRAVITY SEWER PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C12 AND BEDDING MATERIAL CLASS C. 5.STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN NORTH CAROLINA, CURRENT EDITION, GOVERN THE CONSTRUCTION OF THIS PROJECT. POST CONSTRUCTION SANITARY SEWER NOTES 1.ALL SEWER PIPE CONSTRUCTION WILL BE AIR TESTED, DEFLECTION TESTED, MANHOLE VACUUM TESTED, AND TELEVISED PER THE STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN NORTH CAROLINA. 2.LEAKAGE TESTING IS REQUIRED FOR NEW MANHOLES PER STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN NORTH CAROLINA. 3.THE CONTRACTOR SHALL NOTIFY THE CFPUA AT LEAST 48 HOURS IN ADVANCE OF ANY CONNECTION TO, OR WORK ON, A CFPUA COLLECTOR SEWER OR INTERCEPTOR SEWER AND WILL ONLY PERFORM THAT WORK IN THE PRESENCE OF A CFPUA REPRESENTATIVE. EXISTING PIPE CULVERT TO BE REMOVED REFER TO EXTENSION PLANS DETAILED INFORMATION OF TIE IN REFER TO INSET FOR CONFIGURATION PROPOSED 8" MAIN PROPOSED 45° BEND PROPOSED 45° BEND 8" X1" SADDLE TAP 3" REDUCED PRINCIPLE PRESSURE ASSEMBLY 6" FIRE SERVICE DOUBLE CHECK DETECTOR ASSEMBLY 6" METER BOX 4" METER BOX 1" IRRIGATION METER 1" IRRIGATION BACKFLOW PRIVATE HYDRANT 4"X1"X4" TEE 90° BEND W/ RESTRAINED JOINT 90° BEND W/ RESTRAINED JOINT 4" DOMESTIC SERVICE LINE6" FIRE SERVICE LINE PRIVATE UTILITY EASEMENT 8"X4"X8" TEE 8"X6"X8" TEE PRIVATE UTILITY EASEMENT WATER LINES TO CROSS THE ROAD VIA OPEN CUT GATE VALVE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OHE OHE OHE OHE OHE OHEOHE OHE D E MPH 25 CO CO S STOP AHEAD G G G G G G G G G G 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: R04300-003-047-000 STREETSMART STORAGE I WILMINGTON LLC DB 6366, PG 955 #6947 MARKET STREET 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 PPF (1") ON LINE 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 POTENTIAL US WATERS (RPW) (AS PREPARED BY: DAVEY RESOURCE GROUP: WARM TRACT NEW HANOVER COUNTY, NC MAP DATE: MAY 11, 2022, DRGNCW22.228) SWALE / DITCH LINE 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 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 MARKET STREET IPF(2") IRF(#10) IPF(1") 8"PVC 8"PVCSSSSSSSSSSS S S 8"PVC E SWALE / DITCH LINE C/A C/A C/A R/W R/W R/W R/W C/A R/W R/W R/W R/W C/A C/A C/A 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 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 MKP ATT MKP ATT CBX CBX TCB TCB TCB TCB MKP GAS C&G C& G EP EP EP EP EP EP EP EP EP EP EP EP EP EP C&G S 39°32'11" W 211.38' TIES 39°44'10" W 89.97' TIE IE: 39.94 INVERT OF OF 24" RCP NOT ACCESSIBLE 30"RCP 24"RCP SDP (BURIED) IE: 42.25 IE: 42.74 IE: 42.70 IE: 43.22 IE: 42.54 IE: 42.87 IE: 41.15 IE: 43.79 IE: 43.90 15"RCP 15"RCP 15"RCP 15"RCP 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 15 " R C P 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 CB #1305 GR: 45.26 OUT IE: 41.26 DMH #1306 RIM: 46.05 (INVERTS NOT ACCESSABLE ) IE: 45.02 (B ) 21"RCP 30"RCP (A) (B ) 24"PVC T CS POTENTIAL DRIVEWAY CROSSINGS EXISTING UTILITIES DRAWN BASED ON GIS INFORMATION. LOCATIONS SUBJECT TO CHANGE BASED ON SURVEYED DATA. EX SMH #1649 RIM EL. = 46.47 INV. IN = 37.97 <33923448> LF OF 8" PVC @ 0.44% <33923448> LF OF 8" PVC @ 0.33% SS #1 RIM EL. = 47.69 INV. OUT = 44.00 SS #2 RIM EL. = 47.48 INV. IN = 43.79 INV. OUT = 43.79 SS #10 RIM EL. = 47.00 INV. IN = 40.42 INV. OUT = 40.42 EX SMH #1649 RIM EL. = 46.47 INV. IN = 37.97 SS #5 RIM EL. = 46.00 INV. IN = 43.04 INV. OUT = 43.04 SS #9 RIM EL. = 46.00 INV. IN = 40.82 INV. OUT = 40.82 SS #6 RIM EL. = 45.28 INV. IN = 41.59 INV. OUT = 41.59 SS #11 RIM EL. = 45.25 INV. IN = 39.65 INV. OUT = 39.65 SS #8 RIM EL. = 45.08 INV. IN = 40.95 INV. OUT = 40.95 SS #7 RIM EL. = 43.83 INV. IN = 41.47 INV. OUT = 41.47 <33923448> LF OF 8" PVC @ 0.44% <33923448> LF OF 8" PVC @ 0.33% <33923448> LF OF 8" SDR-26 PVC @ 0.56% <33923448> LF OF 8" SDR-26 PVC @ 0.40% <33923448> LF OF 8" SDR-26 PVC @ 4.80% <33923448> LF OF 8" SDR-26 PVC @ 0.40% <33923448> LF OF 8" SDR-26 PVC @ 0.40% <3 3 9 2 3 4 4 8 > L F O F 1 0 " S D R - 2 6 P V C @ 0 . 2 8 % <33 9 2 3 4 4 8 > L F O F 1 0 " S D R - 2 6 P V C @ 0 . 2 8 % <3 3 9 2 3 4 4 8 > L F O F 1 0 " S D R - 2 6 P V C @ 0 . 2 8 % <33923448> LF OF 8" DIP @ 0.42% <33923448> LF OF 8" SDR-26 PVC @ 0.41% <33923448> LF OF 8" SDR-26 PVC @ 0.40% ---- UT I L I T Y M A I N E X T E N S I O N P L A N 0 GRAPHIC SCALE ( IN FEET ) 1 INCH = FT 50 50 100 50 20025 MA R R I O T T S T U D I O R E S 69 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 02/09/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 FEBRUARY 9, 2023 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 . 02/29/24 RESUBMITTAL 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 UTILITY LEGEND WATER LINE SANITARY SEWER LINE GAS LINE UNDERGROUND ELECTRIC STORM SEWER PIPE SANITARY SEWER MANHOLE STORM INLET SANITARY SEWER CLEANOUT FIRE HYDRANT @ ℄ @ ℄ IN V . I N = 3 9 . 1 3 ( S S # 1 1 ) RI M E L . = 4 6 . 8 9 SS # 1 2 S T A 0 + 0 0 . 0 0 <33923448>' OF 10" SDR-26 PVC @ 0.28% IN V . O U T = 3 9 . 6 5 ( S S # 1 2 ) IN V . I N = 3 9 . 6 5 ( S S # 1 0 ) RI M E L . = 4 5 . 2 5 SS # 1 1 S T A 1 + 8 6 . 8 2 <33923448>' OF 10" SDR-26 PVC @ 0.28% IN V . O U T = 4 0 . 4 2 ( S S # 1 1 ) IN V . I N = 4 0 . 4 2 ( S S # 9 ) RI M E L . = 4 7 . 0 0 SS # 1 0 S T A 4 + 6 1 . 1 9 <33923448>' OF 10" SDR-26 PVC @ 0.28% IN V . O U T = 4 0 . 8 2 ( S S # 1 0 ) IN V . I N = 4 0 . 8 2 ( S S # 8 ) RI M E L . = 4 6 . 0 0 SS # 9 S T A 6 + 0 5 . 8 3 <33923448>' OF 8" SDR-26 PVC @ 0 . 5 6 % <33923448>' OF 8" SDR-26 PVC @ 0.40% <33923448>' OF 8" SDR-26 PVC @ 0.40% <33923448>' OF 8" SDR-26 PVC @ 0.40% <33923448>' OF 8" SDR-26 PVC @ 4.80% <33923448>' OF 8" SDR-26 PVC @ 0.41% <33923448>' OF 8" DIP @ 0.42% <33923448>' OF 8" SDR-26 PVC @ 0.40% IN V . O U T = 4 1 . 5 9 ( S S # 7 ) IN V . I N = 4 1 . 5 9 ( S S # 5 ) RI M E L . = 4 5 . 2 8 SS # 6 S T A 7 + 9 7 . 4 2 IN V . O U T = 4 3 . 0 4 ( S S # 6 ) IN V . I N = 4 3 . 0 4 ( S S # 4 ) RI M E L . = 4 6 . 0 0 SS # 5 S T A 8 + 2 7 . 6 3 ---- UT I L I T Y M A I N E X T E N S I O N P R O F I L E S MA R R I O T T S T U D I O R E S 69 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 02/09/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 FEBRUARY 9, 2023 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 . 02/29/24 RESUBMITTAL C6.0 SI T E D E T A I L S MA R R I O T T S T U D I O R E S 69 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 02/09/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 FEBRUARY 9, 2023 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 . 02/29/24 RESUBMITTAL 3'-0" 6" SCH80 STEEL PIPE FILL W/ CONCRETE SIGN MOUNTING NTS 5 C6.0 7'- 0 " 3500psi CONCRETE BASE THE MINIMUM HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE 7'-0". 8' CAR 9' ** 1 9 . 0 ' ( T Y P . ) PARKING LOT STRIPING SPECIFICATIONS 1.ALWAYS FOLLOW ALL APPLICABLE GOVERNING AUTHORITY'S STANDARDS. 2.SURFACES SHOULD BE CLEAN, DRY, AND FREE FROM LOOSE OR PEELING PAINT. 3.REMOVE ALL OIL, DUST, GREASE, DIRT, AND OTHER FOREIGN MATERIAL TO ENSURE ADEQUATE ADHESION. 4.DO NOT APPLY WHEN AIR OR SURFACE TEMPERATURES ARE BELOW 40°F. 36" M A X . NOTES 1. ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT EXCEED 2% IN SLOPE IN ANY DIRECTION. 2.IF ONLY ONE ACCESS AISLE IS INSTALLED, IT IS TO BE A VAN SIZE. 2. PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH APPLICABLE GOVERNING AUTHORITY'S AND ADA STANDARDS AND IF DIFFERENT THAN THIS DETAIL SHALL BE THE DIMENSIONING SHOWN ON THE SITE LAYOUT PLAN. 3. CONTRACTOR SHALL USE 4" WIDE WHITE REFLECTIVE PAINT FOR STRIPING ON ASPHALT PARKING LOTS. 5. CONTRACTOR SHALL USE 4" WIDE YELLOW REFLECTIVE PAINT FOR STRIPING ON CONCRETE PARKING LOTS. 6. ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE INSTALLED WHEN PARKING IS ADJACENT TO FLUSH CURB OR A RAMP. **PARKING STALL DEPTH FOR 90° PARKING SHALL BE 18' MINIMUM WHEN NOT IN THE SAME ROW AS 60° PARKING. 60° PARKING STALL CAN BE REDUCED TO 18' MINIMUM IF SITE CONDITIONS REQUIRE IT. 8' CAR 8' CAR 8.0'8.0' STANDARD PARKING STALL NTSC6.0 3 BOLLARDACCESSIBLE PARKING SIGN W/ BOLLARD 5' CONCRETE SIDEWALK PAINTED ACCESSIBILITY SYMBOL TYPE 'A' CONCRETE CURB AND GUTTER NTS 1 C6.0 TYPE 'B' INTEGRAL CURB AND GUTTER NTS 2 C6.0 PLAN VIEW SECTION A-A A NOTE: PROVIDE 1/2" EXPANSION NOTE: 6 x 6 - W1.4 X W1.4 WWFEACH WAY MAX. SPACING, ORWILL BE No. 3 BARS 24" O.C. WHERE REQUIRED REINFORCEMENT (TYP) 5.0' 1/2" RADIUS TOOLED JOINT OR1" DEEP SAWED JOINT (TYP.) 1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED @ 35' O.C. MAX. EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 5.0'5.0'5.0'5.0'5.0'5.0' B 4" 2"(TYP) B A SECTION B-B PC CONCRETE6"TYP (TYP)2" SLOPE 1/4" /FT. SEE SITE PLAN MAX. 1/2"R(TYP) AND ALL FIXED OBJECTS JOINT BETWEEN SIDEWALK PRIVATE SIDEWALK DETAIL4 C6.0 NTS PROPOSED GRADE PROPOSED GRADE 29/32"X 1-1/8" SLOTTED HOLES TOLERANCE 15/16"DIA.X 1/16" DEEP NOTE: POST BOLT SAME EXCEPT LENGTH. 1-1/2" STEEL PLATE WASHER 1-3/4"X 3"X 1/8" WASHER FOR POST BOLT NOTE: ALL GUARD RAIL ELEMENTS, FASTENERS, AND CUT STEEL WASHER TERMINAL SECTIONS SHALL MEET THE REQUIREMENTS OF AASHTO M 180. 1-1/2"O.D.13/16"I.D. SPLICE BOLT RECESS ONE SIDE 7/8" 11/16"X 1" SLOTTED HOLE 3" 1- 3 / 4 " NUT BUTTON HEAD 3/4"X 2 1/2" SLOT 7/8" OVAL SHOULDER 12 - 1 / 4 " TERMINAL SECTION 1-1/4" 5/8" DIA. 5/16" 1-5/16" 6-1/8" 12-1/2" 27-1/2" LAP 2" 3-3/8" 6-1/4" 10 " 4-1/4" 21-1/4" RAIL SPLICE 1-1/4"5/8" 12-1/2" 2" 4-1/4" ELEVATION PANEL SEE PLAN FOR POST SPACING REQUIRED END PANEL12'-6"INTERMEDIATE12'-6" PLAN 2-1/4" 1-1/16" 3-3/16" 9/16" 3- 1 3 / 1 6 " 12-1/4" 1-17/32" 15/16"R STEEL POST BOLT TO BE ON SIDE AWAY FROM APPROACHING TRAFFIC WHERE 12 GAUGE U.S. STANDARD (STEEL) MOUNTING HOLE 15/16"R 1/16" 10° FEASIBLE 3-1/4" 5/8"X 2" POST BOLT, STEEL PLATE WASHER,CUT STEEL WASHER 1-1/8" AND NUT. 3' 8 " 1' 9 " 2' 4 " W6 X 9 7" LAP IN DIRECTION OF TRAFFIC END PANEL12'-6" 6 C6.0 NTS GUARD RAIL DETAIL C6.1 UT I L I T Y D E T A I L S MA R R I O T T S T U D I O R E S 69 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 02/09/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 FEBRUARY 9, 2023 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 . 02/29/24 RESUBMITTAL C6.2 UT I L I T Y D E T A I L S MA R R I O T T S T U D I O R E S 69 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 02/09/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 FEBRUARY 9, 2023 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 . 02/29/24 RESUBMITTAL PR O P O S E D 4 - S T O R Y B U I L D I N G 12 4 - K E Y M A R R I O T T S T U D I O R E S ST O R M W A T E R MA N A G E M E N T AR E A FR O N T E N T R A N C E T CS OH E OH E OH E O H E O H E O H E O H E O H E O H E O H E MA R K E T S T R E E T 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 : 4 0 1 9 1 . 2 . 1 DB 6 1 7 6 , P G 1 7 4 1 E MK P AT T EP E P EP EP EP 13 . 6 ' 37 . 3 ' 10.0' 35 - DBH B&B 7 - HL 3 gal. 10 - LC(3) 3 gal.7 - HL 3 gal. 9 - IN 6` Ht. 11 - TD 2" Cal. 9 - QN 2" Cal. 13 - NW 2" Cal. 6 - GM 2" Cal. 2 - PC 2" Cal. 193 - TM 1 gal. 94 - TM 1 gal. 94 - LM 1 gal. 179 - LM 1 gal. 94 - TM 1 gal. 91 - LM 1 gal. 88 - TM 1 gal. 208 - LM 1 gal. 206 - LM 1 gal. 25,290 sf - CD sod 88 - TM 1 gal. 88 - LM 1 gal. 188 - LM 1 gal. 88 - TM 1 gal. 92 - TM 1 gal.92 - TM 1 gal. 2,171 - SS 1 gal. 73 - TM 1 gal. 0 GRAPHIC SCALE ( IN FEET ) 1 INCH = FT 20'20'40' 20' 80'10' MA R R I O T T S T U D I O R E S 69 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 DP SD DATE DESCRIPTION 02/09/24 CFPUA SUBMITTAL JOB NO.: DATE: 150160-01-007 FEBRUARY 9, 2023 PLAN STATUS SHEET Bo w m a n C o n s u l t i n g G r o u p L t d 41 7 4 S i l v e r P e a k P a r k w a y S u w a n e e , G A 3 0 0 2 4 Ph o n e : ( 7 7 0 ) 9 3 2 - 6 5 5 0 WW W . B O W M A N . C O M © B O W M A N G E O R G I A L T D . MI N I M U M L A N D S C A P E P L A N SYMBOL CODE BOTANICAL / COMMON NAME MIN. SIZE CONTAINER QTY REMARKS DECIDUOUS TREES AR Acer rubrum 'Brandywine' / Brandywine Red Maple 2" Cal.B&B 12 Straight leader, no split leaders acceptable, free of disease and insects. GM Ginkgo biloba 'Magyar' / Magyar Maidenhair Tree 2" Cal.B&B 6 Straight leader, no split leaders acceptable, free of disease and insects. NW Nyssa sylvatica 'Wildfire' / Black Gum 2" Cal.B&B 13 Straight leader, no split leaders acceptable, free of disease and insects. PC Pistacia chinensis / Chinese Pistache 2" Cal.B&B 2 Single Stem, full, even crown; free of disease and insects. QN Quercus nuttallii 'Betterred' TM / Ruby Spring Nuttall Oak 2" Cal.B&B 9 Straight leader, no split leaders acceptable, free of disease and insects. TD Taxodium distichum 'JFS-SGPN' TM / Green Whisper Bald Cypress 2" Cal.B&B 11 Straight leader, no split leaders acceptable, free of disease and insects. EVERGREEN TREES IN Ilex x 'Nellie R. Stevens' / Nellie R. Stevens Holly 6` Ht.B&B 9 Full to ground, free of disease and insects. SYMBOL CODE BOTANICAL / COMMON NAME SIZE CONTAINER SPACING QTY REMARKS SHRUBS HL Hydrangea paniculata 'Limelight' / Limelight Panicle Hydrangea 3 gal.Pot 60" o.c.14 MINIMUM 12" HT. AT TIME OF PLANTING DBH Ilex cornuta 'Burfordii Nana' / Dwarf Burford Holly B&B 42" o.c.35 36" MINIMUM HT. AT TIME OF PLANTING LC(3)Loropetalum chinense rubrum 'Shang-hi' TM / Purple Diamond Fringe Flower 3 gal.Pot 60" o.c.10 Full in pot; free of weeds, disease and insects. SYMBOL CODE BOTANICAL / COMMON NAME QTY REMARKS GROUND COVERS LM Liriope muscari 'Super Blue' / Super Blue Lilyturf 1,048 SS Schizachyrium scoparium 'Blue Heaven' / Blue Heaven Little Bluestem 2,171 TM Trachelospermum asiaticum 'Minima' / Minima Asiatic Jasmine 902 SOD/SEED CD Cynodon dactylon x transvaalensis 'DT-1' TM / TifTuf Bermudagrass 25,290 sf PLANT SCHEDULE 10' LANDSCAPE BUFFER STREET YARD AREA STREET YARD AREA EXISTING TREES EXISTING TREES EXISTING TREES EXISTING TREE LINE (TYPICAL) ST U D I O R E S W I L M I N G T O N Designer Bryan Schneider Date 02/01/2024 Scale Not to Scale Drawing No. Summary 1 of 1 Schedule Symbol Label Quantity Manufacturer Catalog Number Description Number Lamps Lumens Per Lamp Light Loss Factor Wattage A 1 Industrial Lighting Products Inc SAS-18L-U-40-T3 Skyline Small, 18,000 Lumens, 4000K, Type 3 Optic 1 20379 0.9 132.6 B 8 Industrial Lighting Products Inc SAS-18L-U-40-T4 Skyline Small, 18,000 Lumens, 4000K, Type 4 Optic 1 19422 0.9 132.6 Statistics Description Symbol Avg Max Min Max/Min Avg/Min Layout 2.3 fc 5.6 fc 0.1 fc 56.0:1 23.0:1 Note 1. Dimensions: 2. Mounting Height: 20 3. Calc Zone: 0 4. Reflectances: Calculations provided are estimates only.