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MSR Wilmington_Civil SetD 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 E IE: 43.79 IE: 43.90 15"RCP D 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 E IE: 43.79 IE: 43.90 15"RCP D 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 E IE: 43.79 IE: 43.90 15"RCP 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 1 C A P E H A R B O R D R I V E 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 APRIL 29, 2024 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 04/29/24 PERMITTING 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. WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA PIN: R04400-002-004-000 6951 CAPE HARBOR DRIVE 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 C0.1 GENERAL NOTES SUR 1 SURVEY SUR 2 SURVEY C1.0 DEMOLITION PLAN 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 C3.1 FIRE TRUCK VEHICLE PATH C3.2 GARBAGE TRUCK VEHICLE PATH C4.0 GRADING AND DRAINAGE PLAN C4.1 STORM PROFILES C4.2 STORMWATER MANAGEMENT DETAILS C4.3 STORMWATER MANAGEMENT DETAILS C4.4 WET POND PROFILE C4.5 STORMWATER MANAGEMENT NOTES C5.0 UTILITY PLAN --UTILITY MAIN EXTENSION PLAN --UTILITY MAIN EXTENSION PROFILES C6.0 SITE DETAILS C6.1 UTILITY DETAILS C6.2 UTILITY DETAILS LSP LANDSCAPING PHOTO PHOTOMETRICS 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: 3.40± AC. 3.54± AC. PARKING SUMMARY REQUIRED PARKING: 127 SPACES 1 SPACE / BEDROOM 2 SPACE / 1,000 SF OF COMMON INDOOR SPACE PROVIDED PARKING: 129 SPACES 1.04 SPACES / BEDROOM STANDARD STALL DIMENSION: 26' 9' x 18' MIN. DRIVE WIDTH: 0' (INTERIOR) 30' (ABUTTING RESIDENTIAL; 25' (STREET) 25' 1.56± AC. (44.1%) 1.98± AC. (55.9%) C0.1 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 1 C A P E H A R B O R D R I V E 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 APRIL 29, 2024 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 04/29/24 PERMITTING 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. OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE 15.0' 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 PID: R04300-003-033-000 CLPF CAPE HARBOR LLC DB 6568, PG 2100 #7113 CAPE HARBOR DRIVE 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 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 RIGHT-OF-WAY PER DB 6176, PG 1741 C A P E H A R B O R D R I V E VA R I A B L E P U B L I C R I G H T - O F - W A Y NC D O T T I P P R O J E C T : U - 4 7 5 1 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 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 ) SWALE / DITCH LINE APPROXIMATE LOCATION OF 10' FIBER OPTIC LINE EASEMENT AND 15' TEMPORARY CONSTRUCTION EASEMENT DB 1429, PG 1700 (SEE NOTE 17) BENCHMARK: #100 IRON REBAR SET ELEVATION = 45.02 E TC 4 4 . 5 5 TC 4 4 . 9 6 TC 4 4 . 2 2 TC4 4 . 4 6 10.0' 15.0' 23 0 . 2 0 ' 27 . 9 9 ' SWALE / DITCH LINE 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 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 IE: 39.94 INVERT OF OF 24" RCP 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 LIGHT POLE TO BE REMOVED OR RELOCATED. COORDINATION WITH THE POWER COMPANY IS REQUIRED. PIPE TO BE CAPPED. CONTRACTOR TO CONFIRM THAT THERE WILL BE NO STANDING WATER ONCE AFTER PIPE IS CAPPED. PIPES TO BE PROTECTED DURING CONSTRUCTION C1.0 DE M O L I T I O N 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 1 C A P E H A R B O R D R I V E 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 APRIL 29, 2024 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 04/29/24 PERMITTING 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 DEMOLITION LEGEND CAP PIPE REMOVE/RELOCATE ITEM 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 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 E TC 4 4 . 5 5 TC 4 4 . 9 6 TC 4 4 . 2 2 TC4 4 . 4 6 23 0 . 2 0 ' 27 . 9 9 ' SWALE / DITCH LINE 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 IE: 43.79 IE: 43.90 15"RCP ÷ ÷ ÷ ÷ ÷ ÷ ÷ ÷ ÷ ÷ SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CONCRETE WASHOUT 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 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 1 C A P E H A R B O R D R I V E 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 APRIL 29, 2024 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 04/29/24 PERMITTING 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: 6951 CAPE HARBOR DRIVE, WILMINGTON, NC, 28411 LATITUDE: 34.27 LONGITUDE: -77.83 TOTAL SITE AREA: 3.54 ACRES DISTURBED AREA: 3.40 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' IN I T I A L E R O S I O N C O N T R O L P L A N C2.0 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 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 ' 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 IE: 43.79 IE: 43.90 15"RCP FRONT ENTRANCE SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CONCRETE WASHOUT FILTER FABRIC INLET PROTECTION FILTER FABRIC INLET PROTECTION T CS C A P E H A R B O R D R I V E VA R I A B L E P U B L I C R I G H T - O F - W A Y NC D O T T I P P R O J E C T : U - 4 7 5 1 WB S : 40 1 9 1 . 2 . 1 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: 6951 CAPE HARBOR DRIVE, WILMINGTON, NC, 28411 LATITUDE: 34.27 LONGITUDE: -77.83 TOTAL SITE AREA: 3.54 ACRES DISTURBED AREA: 3.40 ACRES 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 1 C A P E H A R B O R D R I V E 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 APRIL 29, 2024 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 04/29/24 PERMITTING 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 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 ' 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 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 IE: 43.79 IE: 43.90 15"RCP FRONT ENTRANCE 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 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 ' 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 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 IE: 43.79 IE: 43.90 15"RCP 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 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 ' 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 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 IE: 43.79 IE: 43.90 15"RCP SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE CONCRETE WASHOUT T CS C A P E H A R B O R D R I V E VA R I A B L E P U B L I C R I G H T - O F - W A Y NC D O T T I P P R O J E C T : U - 4 7 5 1 WB S : 40 1 9 1 . 2 . 1 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 1 C A P E H A R B O R D R I V E 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 APRIL 29, 2024 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 04/29/24 PERMITTING 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 0 GRAPHIC SCALE ( IN FEET ) 1 INCH = FT 30 30 60 30 12015 DRY DETENTION BASIN PROJECT INFORMATION PROJECT NAME: MARRIOTT STUDIORES PROJECT ADDRESS: 6951 CAPE HARBOR DRIVE, WILMINGTON, NC, 28411 LATITUDE: 34.27 LONGITUDE: -77.83 TOTAL SITE AREA: 3.54 ACRES DISTURBED AREA: 3.40 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 1 C A P E H A R B O R D R I V E 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 APRIL 29, 2024 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 04/29/24 PERMITTING RESUBMITTAL ER O S I O N C O N T R O L D E T A I L S C2.3 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 1 C A P E H A R B O R D R I V E 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 APRIL 29, 2024 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 04/29/24 PERMITTING RESUBMITTAL ER O S I O N C O N T R O L D E T A I L S C2.4 MA R R I O T T S T U D I O R E S 69 5 1 C A P E H A R B O R D R I V E 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 APRIL 29, 2024 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 04/29/24 PERMITTING RESUBMITTAL ER O S I O N C O N T R O L D E T A I L S C2.5 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 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 BENCHMARK: #100 IRON REBAR SET ELEVATION = 45.02 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 ' 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 BUILDING HEIGHT = 45'-2" COMMON INDOOR SPACE = 1,433 SF STORMWATER MANAGEMENT AREA FRONT ENTRANCE 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 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 BENCHMARK: #100 IRON REBAR SET ELEVATION = 45.02 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 ' 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 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 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 BENCHMARK: #100 IRON REBAR SET ELEVATION = 45.02 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 ' 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 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 ' 222.5' 8.8'5.0' 5. 5 ' 65 . 5 ' 81.9' 105.3' 114.5' 91.0' 10 0 . 8 ' 10 0 . 8 ' 1 5 0 . 8 ' R10.0' R8.0'R4.0'R6.0'R6.0'R6.0'R6.0'R 5 . 0 ' R6.0'R6.0'R6.0'R6.0'R5.0' R3.0' R3.0' R10.0'R3.0'R6.0'R6.0'R15.8' R27.5' R95.6' R117.1'R118.0'R127.0'R137.6'R159.6'R165.9'R3.0'R10.0' 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' 9. 7 ' 10 . 2 ' 10 . 0 ' ADA PARKING AREA SEE SHEET C4.0 ADA PARKING AREA SEE SHEET C4.0 25' FRONT SETBACK 30' SIDE SETBACK 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' R6.0' 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) STOP SIGN 25' SIDE SETBACK 20 0 . 0 ' 15.0' 20 0 . 0 ' DE S I G N S P E E D : 3 0 M P H S S D : 2 0 0 ' DE S I G N S P E E D : 3 0 M P H SS D : 2 0 0 ' AASHTO SIGHT TRIANGLE REQ BY NEW HANOVER COUNTY 10' X 70' SIGHT TRIANGLE REQUIRED BY NCDOT AASHTO SIGHT TRIANGLE REQ BY NEW HANOVER COUNTY 10' X 70' SIGHT TRIANGLE REQUIRED BY NCDOT R30.0' R30.0' 5' CURB TRANSITION, 6" TO 0" 5' CURB TRANSITION, 6" TO 0" MONUMENT SIGN 37.3' LANDSCAPE BUFFER (STREETYARD) 50 . 0 ' D R A I N A G E EA S E M E N T 30 . 0 ' D R A I N A G E EA S E M E N T 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 1 C A P E H A R B O R D R I V E 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 APRIL 29, 2024 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 04/29/24 PERMITTING 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: 3.40± AC. 3.54± AC. PARKING SUMMARY REQUIRED PARKING: 127 SPACES 1 SPACE / BEDROOM 2 SPACE / 1,000 SF OF COMMON INDOOR SPACE PROVIDED PARKING: 129 SPACES 1.04 SPACES / BEDROOM STANDARD STALL DIMENSION: 26' 9' x 18' MIN. DRIVE WIDTH: 0' (INTERIOR) 30' (ABUTTING RESIDENTIAL; 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 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 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 ' 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 BUILDING HEIGHT = 45'-2" COMMON INDOOR SPACE = 1,433 SF STORMWATER MANAGEMENT AREA FRONT ENTRANCE 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 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 ' 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 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 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 ' 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 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 E- O N E C o m b i n a t i o n U n i t 38.25 6.833 22.167 E-ONE Combination Unit Overall Length 38.250ft Overall Width 8.333ft Overall Body Height 11.250ft Min Body Ground Clearance 1.393ft Track Width 8.333ft Lock-to-lock time 6.00s Max Wheel Angle 45.00° C3.1 FI R E T R U C K V E H I C L E P A T H 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 1 C A P E H A R B O R D R I V E 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 APRIL 29, 2024 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 04/29/24 PERMITTING 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 11 STANDARD DUTY ASPHALT 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 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 ' 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 BUILDING HEIGHT = 45'-2" COMMON INDOOR SPACE = 1,433 SF STORMWATER MANAGEMENT AREA FRONT ENTRANCE 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 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 ' 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 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 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 ' 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 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 SU - 3 0 - S i n g l e U n i t T r u c k 30 4 20 SU-30 - Single Unit Truck Overall Length 30.000ft Overall Width 8.000ft Overall Body Height 13.500ft Min Body Ground Clearance 1.367ft Track Width 8.000ft Lock-to-lock time 5.00s Max Steering Angle (Virtual)31.80° C3.2 GA R B A G E T R U C K V E H I C L E P A T H 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 1 C A P E H A R B O R D R I V E 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 APRIL 29, 2024 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 04/29/24 PERMITTING 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 11 STANDARD DUTY ASPHALT T CS C A P E H A R B O R D R I V E VA R I A B L E P U B L I C R I G H T - O F - W A Y NC D O T T I P P R O J E C T : U - 4 7 5 1 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 TC 4 4 . 5 5 TC 4 4 . 9 6 TC 4 4 . 2 2 TC4 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 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 MKP ATT MKP ATT EP EP EP EP EP EP S 39°44'10" W 89.97' TIE PROPOSED 4-STORY BUILDING 124 - KEY MARRIOTT STUDIORES BUILDING HEIGHT = 45'-2" COMMON INDOOR SPACE = 1,433 SF FRONT ENTRANCE 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 TC 4 4 . 5 5 TC 4 4 . 9 6 TC 4 4 . 2 2 TC4 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 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 MKP ATT MKP ATT EP EP EP EP EP EP S 39°44'10" W 89.97' TIE 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 TC 4 4 . 5 5 TC 4 4 . 9 6 TC 4 4 . 2 2 TC4 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 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 MKP ATT MKP ATT EP EP EP EP EP EP S 39°44'10" W 89.97' TIE SEE ENLARGEMENT B ON THIS SHEET SEE ENLARGEMENT A ON THIS SHEET PROPOSED 30" RCP CULVERT PIPE FFE: 48.0048.00 48.00 48.00 48.00 48.00 48.00 48.00 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 45.55 46.38 46.08 46.99 46.70 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 45.96 46.85 50 . 0 ' D R A I N A G E EA S E M E N T 30 . 0 ' D R A I N A G E EA S E M E N T (AS PREPARED BY: DAVEY RESOURCE GROUP:(AS PREPARED BY: DAVEY RESOURCE GROUP:(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 45.56 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 1 C A P E H A R B O R D R I V E 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 APRIL 29, 2024 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 04/29/24 PERMITTING 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 GRADING & DRAINAGE NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO ENSURE THAT PUBLIC STREETS AND RIGHT-OF-WAYS ARE KEPT CLEAN OF MUD, DUST OR DEBRIS. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE BY THE CONTRACTOR. 2.CLEAR AND GRUB WITHIN WORK LIMITS FOR ALL SURFACE VEGETATION, TREES, STUMPS, BRUSH, ROOTS, ETC. DO NOT DAMAGE OR REMOVE TRESS EXCEPT AS APPROVED BY THE ENGINEER OR AS SHOWN ON THE DRAWINGS. PROTECT ALL ROOTS TWO INCHES IN DIAMETER OR LARGER. 3.STRIP WORK LIMITS, REMOVING ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED INTO A STABLE MASS. ALL TREES, BRUSH, AND DEBRIS ASSOCIATED WITH CLEARING, STRIPPING OR GRADING SHALL BE REMOVED AND DISPOSED OFF SITE BY THE CONTRACTOR. 4.IMMEDIATELY FOLLOWING FINE GRADING OPERATIONS, COMPACT SUBGRADE TO 95% OF MAXIMUM DRY DENSITY PER ASTM D698 METHOD (MODIFIED PROCTOR). PROOF ROLLING WITH A 20-30 TON LOADED DUMP TRUCK IS ALSO REQUIRED. 5.ALL FILLS WITHIN PUBLIC ROW AND EASEMENTS SHALL BE ENGINEERED. ADDITIONALLY, ANY FILLS OUTSIDE OF PUBLIC ROW WHICH ARE OVER TWO (2) FEET IN DEPTH SHALL BE ENGINEERED. ENGINEERED FILLS SHALL BE CONSTRUCTED IN 6"-8" LIFTS. EACH LIFT SHALL BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY PER ASTM D698 TEST METHOD (MODIFIED PROCTOR). THE UPPER 2' BENEATH SLABS AND PAVEMENTS SHOULD BE COMPACTED TO AT LEAST 98% OF THE SAME CRITERIA. 6.UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR LINES SHOWN. FINISH PAVEMENT GRADES AT TRANSITION TO EXISTING PAVEMENT SHALL MATCH EXISTING PAVEMENT GRADES OR SHALL BE FEATHERED PAST JOINTS WITH EXISTING PAVEMENT AS REQUIRED TO PROVIDE A SMOOTH, FREE DRAINAGE SURFACE. 7.ALL EXISTING AND CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, GAS VALVES, WATER VALVES, AND SIMILAR STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMENT, SIDEWALK, LANDSCAPED AREA, OR MEDIAN STRIP WHEREIN THEY LIE. 8.UNLESS OTHERWISE SHOWN ON THE DRAWINGS, NO CUT OR FILL SLOPES SHALL BE CONSTRUCTED STEEPER THAN 3:1. 9.CONTRACTOR SHALL HYDROSEED ALL EXPOSED SLOPES AND DISTURBED AREAS WHICH ARE NOT SCHEDULED TO BE LANDSCAPED. 10.PIPE LENGTHS ARE TO CENTER OF BOX AND ROUNDED TO THE NEAREST 1' INCREMENT. 11.ALL DITCHES AND SWALES, DETENTION POND(S), AS WELL AS DISTURBED AREAS INSIDES RIGHTS-OF-WAY AND DRAINAGE EASEMENT, ARE TO BE FULLY SODDED 12.AN AS-BUILT SURVEY OF THE DETENTION POND, DIMENSIONS OF POND OUTLET STRUCTURE, AND A POND CERTIFICATION LETTER FROM THE ENGINEER OF RECORD WILL BE REQUIRED PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. 13.ALL SPOT ELEVATIONS ARE TO BOTTOM OF CURB, EDGE OF SIDEWALK, OR GRATE/THROAT OF STRUCTURE UNLESS NOTED OTHERWISE. 14.CONSTRUCTION WITHIN THIS OFFSITE DRAINAGE CONVEYANCE MEASURE THAT WILL BE MAINTAINED BY THE COUNTY WILL NEED TO BE OBSERVED DURING CONSTRUCTION BY STORMWATER SERVICES AND A TURNOVER MEETING SCHEDULED ONCE THE SYSTEM IS READY TO BE CONVEYED TO THE COUNTY. 15.SHOULD THE APPLICANT ELECT TO MAINTAIN THE CONVEYANCE MEASURES THEMSELVES, THE POA COVENANTS SHALL INDICATE THE OPERATION AND MAINTENANCE ROLES AND RESPONSIBILITIES FOR THE CONVEYANCE MEASURE. 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' ADA NOTES 1.THE DESIGN PROFESSIONAL SIGNING THIS DOCUMENT REPRESENTS THAT TO THE BEST OF HIS/HER PROFESSIONAL JUDGEMENT, KNOWLEDGE, AND BELIEF THE DESIGN SPECIFICATIONS HEREIN COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA). 2.ALL GRADES/SLOPES SHOWN ON THIS PLAN WERE DESIGNED AT OR BELOW MAXIMUMS ALLOWED BY THE AMERICANS WITH DISABILITIES ACT (ADA). IT IS THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH THE AMERICANS WITH DISABILITIES ACT (ADA) ACCESSIBILITY GUIDELINES, AND THE ADA DESIGN MANUAL. IN THE EVENT THAT A DESIGN QUESTION SHOULD ARISE, OR A FIELD CONDITION PRESENT ITSELF THAT IS DIFFERENT FROM THOSE SHOWN ON THESE PLANS, WORK SHOULD CEASE AND THE ENGINEER SHOULD BE NOTIFIED SO THAT AN ACCEPTABLE SOLUTION CAN BE DETERMINED. 3.THE CONTRACTOR IS ADVISED TO CAREFULLY CHECK ALL THE PHASES OF WORK RELATING TO ADA ACCESSIBILITY FOR THIS PROJECT. SINCE THE CODE DOES NOT ALLOW FOR CONSTRUCTION TOLERANCE, ANY CONSTRUCTION THAT EXCEEDS MAXIMUM OR MINIMUM DIMENSIONS AND SLOPES AS REQUIRED BY ADA ARE SUBJECT TO REJECTION AND MAY BE REQUIRED TO BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 4.SINCE THE CIVIL ENGINEER OR SURVEYOR CANNOT CONTROL THE EXACT METHODS OR MEANS USED BY THE GENERAL CONTRACTOR OR THEIR SUBCONTRACTORS DURING GRADING AND CONSTRUCTION OF THE PROJECT, THE CIVIL ENGINEER OR SURVEYOR ASSUMES NO RESPONSIBILITY FOR THE FINAL ACCEPTANCE OF AMERICANS WITH DISABILITIES ACT ACCESSIBILITY RELATED ITEMS BY THE CITY, ANY OTHER AUTHORITY, OR AFFECTED PARTIES. @ ℄ @ ℄ 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 . 5 6 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 1 C A P E H A R B O R D R I V E 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 APRIL 29, 2024 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 04/29/24 PERMITTING RESUBMITTAL STORMWATER MANAGEMENT AREA 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' 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' 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 1 C A P E H A R B O R D R I V E 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 APRIL 29, 2024 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 04/29/24 PERMITTING 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 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' 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' 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 1 C A P E H A R B O R D R I V E 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 APRIL 29, 2024 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 04/29/24 PERMITTING 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 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 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 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 1 C A P E H A R B O R D R I V E 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 APRIL 29, 2024 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 04/29/24 PERMITTING 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 1 C A P E H A R B O R D R I V E 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 APRIL 29, 2024 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 04/29/24 PERMITTING RESUBMITTAL MA R R I O T T S T U D I O R E S 69 5 1 C A P E H A R B O R D R I V E 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 APRIL 29, 2024 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 04/29/24 PERMITTING 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 PROPOSED 4-STORY BUILDING 124 - KEY MARRIOTT STUDIORES BUILDING HEIGHT = 45'-2" COMMON INDOOR SPACE = 1,433 SF STORMWATER MANAGEMENT AREA FRONT ENTRANCE 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 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 T CS C A P E H A R B O R D R I V E VA R I A B L E P U B L I C R I G H T - O F - W A Y NC D O T T I P P R O J E C T : U - 4 7 5 1 WB S : 40 1 9 1 . 2 . 1 SEE EXTENSION PLANS FOR UTILITY CONNECTIONS PROPOSED ELECTRIC TIE-IN TO BE ROUTED ACROSS/UNDER EXISTING DITCH PROPOSED WATER MAIN TO TIE INTO EXISTING 8" MAIN PROPOSED 45° BEND PROPOSED 94' OF 6" FIRE LINE PROPOSED 202' OF 4" DOMESTIC LINE SS #1 RIM EL. = 46.36 INV. OUT = 44.00 SS #2 RIM EL. = 47.48 INV. IN = 43.79 INV. OUT = 43.69 SS #9 POLYCRETE MANHOLE RIM EL. = 46.00 INV. OUT = 41.85 47.23 LF OF 8" SDR-26 PVC @ 0.44% 75.71 LF OF 8" SDR-26 PVC @ 0.22% SS #3 RIM EL. = 45.88 INV. IN = 43.52 INV. OUT = 43.42 16.05 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 1 C A P E H A R B O R D R I V E 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 APRIL 29, 2024 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 04/29/24 PERMITTING 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. 6.OWNER MUST EXPRESS DUE DILIGENCE IN ENSURING THAT THESE WELLS AND SEPTIC SYSTEMS HAVE BEEN ABANDONED. 7.IF EXISTING WELL HEADS ARE FOUND THEY MUST BE PROTECTED THEN PROPERLY ABANDONED BY A CERTIFIED WELL DRILLER. 8.IF EXISTING SEPTIC TANKS ARE FOUND THEY MUST BE PUMPED OUT, CRUSHED THEN FILLED FOR PROPER ABANDONMENT. 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. REFER TO EXTENSION PLANS DETAILED INFORMATION OF TIE IN REFER TO INSET FOR CONFIGURATION PROPOSED 8" PVC C900 WATER MAIN PROPOSED 45° BEND 8" X1" SADDLE TAP 3" REDUCED PRINCIPLE PRESSURE ASSEMBLY 6" FIRE SERVICE BACKFLOW PREVENTOR (RPDA) 6" METER BOX 4" METER BOX 1" IRRIGATION METER 1" IRRIGATION BACKFLOW 6"X4" TEE 90° BEND W/ RESTRAINED JOINT 90° BEND W/ RESTRAINED JOINT 4" DOMESTIC SERVICE LINE 6" 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 PRIVATE HYDRANT 4" HYDRANT LINE FIRE LINE DELINEATION VALVE 18" INSIDE EASEMENT 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 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 VARIABLE PUBLIC RIGHT-OF-WAY NCDOT TIP PROJECT: U-4751 8"PVC 8"PVCSSSSSSSSSSS S S 8"PVC E SWALE / DITCH LINE 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 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 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 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 VARIABLE PUBLIC RIGHT-OF-WAY NCDOT TIP PROJECT: U-4751 8"PVC 8"PVCSSSSSSSSSSS S S 8"PVC E SWALE / DITCH LINE 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 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 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 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 VARIABLE PUBLIC RIGHT-OF-WAY NCDOT TIP PROJECT: U-4751 8"PVC 8"PVCSSSSSSSSSSS S S 8"PVC E SWALE / DITCH LINE 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 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 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 SS #1 RIM EL. = 46.36 INV. OUT = 44.00 SS #2 RIM EL. = 47.48 INV. IN = 43.79 INV. OUT = 43.69 SS #10 RIM EL. = 47.00 INV. IN = 41.20 INV. OUT = 41.20 SS #9 POLYCRETE MANHOLE RIM EL. = 46.00 INV. OUT = 41.85 SS #11 RIM EL. = 45.25 INV. IN = 39.97 INV. OUT = 39.97 47.23 LF OF 8" SDR-26 PVC @ 0.44% 75.71 LF OF 8" SDR-26 PVC @ 0.22% SS #3 RIM EL. = 45.88 INV. IN = 43.52 INV. OUT = 43.42 16.05 LF OF 8" SDR-26 PVC @ 0.40% PROPOSED GRINDER PUMP (PRIVATE) DOMESTIC LINE FDC FIRE LINE PROPOSED FORCE MAIN AFTER SS #9 (PRIVATE) 11.25° HORIZONTAL BEND 11.25° HORIZONTAL BEND 11.25° HORIZONTAL BEND 45° HORIZONTAL BEND 11.25° HORIZONTAL BEND 11.25° HORIZONTAL BEND 8" C900 PVC WATER LINE TO TIE INTO EXISTING 5.7' WATERLINE TO B E A M I N OF 5' FROM PROPE R T Y L I N E IRRIGATION TAP DOMESTIC LINE TAP FIRE LINE TAP PRIVATE FIRE HYDRANT 5.0' 20.0' CUT IN MANHOLE INTO EXISTING 8" PVC SANITARY SEWER MAIN 6" FIRE DELINEATION VALVE PROPOSED WATER MAIN TO CROSS DRIVEWAY, ASPHALT TO BE REPAIRED TO EXISTING CONDITIONS AFTER CONSTRUCTION 8" C900 PVC WATER LINE TO TIE INTO EXISTING 736 LF 8" C900 PVC WATER LINE PROPOSED FORCE MAIN AFTER PUMP SEWER AND GAS TO CROSS INTO ROAD, ASPHALT IS TO BE REPAIRED TO EXISTING CONDITIONS AFTER CONSTRUCTION 501 LF OF 2" PVC FORCE MAIN 144.64 LF OF 8" C-900 @ 0.45% 274.38 LF OF 8" C-900 @ 0.45% 186.82 LF OF 8" C-900 @ 0.45% ---- 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 1 C A P E H A R B O R D R I V E 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 APRIL 29, 2024 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 04/29/24 PERMITTING RESUBMITTAL 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 THE NEW HANOVER COUNTY. GENERAL UTILITY NOTES 1.NOTIFY THE CITY OF 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. 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 0 186.82' OF 8" C-900 @ 0.45% IN V . O U T = 3 9 . 9 7 ( S S # 1 2 ) IN V . I N = 3 9 . 9 7 ( S S # 1 0 ) RI M E L . = 4 5 . 2 5 SS # 1 1 S T A 1 + 8 6 . 8 2 274.38' OF 8" C-900 @ 0.45% IN V . O U T = 4 1 . 2 0 ( S S # 1 1 ) IN V . I N = 4 1 . 2 0 ( S S # 9 ) RI M E L . = 4 7 . 0 0 SS # 1 0 S T A 4 + 6 1 . 1 9 144.64' OF 8" C-900 @ 0.45% IN V . O U T = 4 1 . 8 5 ( S S # 1 0 ) RI M E L . = 4 6 . 0 0 SS # 9 S T A 6 + 0 5 . 8 3 47.23' OF 8" SDR-26 PVC @ 0.44% IN V . O U T = 4 3 . 6 9 ( S S # 3 ) IN V . I N = 4 3 . 7 9 ( S S # 1 ) RI M E L . = 4 7 . 4 8 SS # 2 S T A 1 2 + 0 6 . 9 9 IN V . O U T = 4 4 . 0 0 ( S S # 2 ) RI M E L . = 4 6 . 3 6 SS # 1 S T A 1 2 + 5 4 . 2 1 2" PVC FORCE MAIN 2" PVC FORCE MAIN PUMP STATION (PRIVATE) IN V . O U T = 4 3 . 4 2 IN V . I N = 4 3 . 5 2 ( S S # 2 ) RI M E L . = 4 5 . 8 8 SS # 3 S T A 1 1 + 3 1 . 2 8 75.71' OF 8" SDR-26 PVC @ 0.22% 16.05' OF 8" SDR-26 PVC @ 0.40% 2" PVC FORCE MAIN 4. 0 ' EXISTING GRADE PROPOSED GRADE EXISTING STORM CROSSING EXISTING STORM CROSSING EXISTING GRADE EXISTING STORM CROSSING 8" PVC C900 WATER LINE VERTICAL BEND VERTICAL BEND VERTICAL BEND VERTICAL BEND 8" PVC C900 WATER LINE WATER LINE TIE IN TO EXISTING LINE WATER LINE TIE IN TO EXISTING LINE 12 " M I N SE P A R A T I O N 12 " M I N SE P A R A T I O N ---- 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 1 C A P E H A R B O R D R I V E 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 APRIL 29, 2024 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 04/29/24 PERMITTING 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 1 C A P E H A R B O R D R I V E 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 APRIL 29, 2024 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 04/29/24 PERMITTING 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 1 C A P E H A R B O R D R I V E 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 APRIL 29, 2024 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 04/29/24 PERMITTING 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 1 C A P E H A R B O R D R I V E 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 APRIL 29, 2024 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 04/29/24 PERMITTING 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 BU I L D I N G H E I G H T = 4 5 ' - 2 " CO M M O N I N D O O R S P A C E = 1 , 4 3 3 S F 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 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 EP EP EP EP IE : 4 3 . 9 0 15 " R C P 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 EP EP EP EP IE : 4 3 . 9 0 15 " R C P 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 EP EP EP EP IE : 4 3 . 9 0 15 " R C P 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. 88 - 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. 27 - LM 1 gal. 7 - DU 7 gal. 10 - AO2 7 gal. 8 - DU 7 gal. 119 - AG 1 gal. 6 - AO2 7 gal. 3 - DU 7 gal. 14 - NH 3 gal. 6 - DU 7 gal.5 - HJ 3 gal. 167 - AG 1 gal. 70 - LM 1 gal. 6 - R4 3 gal. 3 - HJ 3 gal. 16 - DU 7 gal. 11 - RDR 7 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 AO2 Azalea x 'Roblea' / Autumn Princess® Encore® Azalea 7 gal.Pot 48" o.c.16 Minimum 18" ht. at time of planting. DU Distylium x 'PIIDIST-I' / Emerald Heights® Distylium 7 gal.Pot 48" o.c.40 Min. 18" ht. at time of planting. HJ Hydrangea paniculata 'Jane' TM / Little Lime Panicle Hydrangea 3 gal.Pot 36" o.c.8 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. NH Nandina domestica 'Harbour Dwarf' / Harbour Dwarf Heavenly Bamboo 3 gal.Pot 36" o.c.14 Full in pot; free of weeds, disease and insects. R4 Rosa x 'Meiggili' TM / Peach Drift Rose 3 gal.Pot 24" o.c.6 18" MINIMUM HT. AT TIME OF PLANTING RDR Rosa x 'Radtko' TM / Double Knock Out Red Rose 7 gal.Pot 42" o.c.11 18" MINIMUM HT. AT TIME OF PLANTING SYMBOL CODE BOTANICAL / COMMON NAME QTY REMARKS GROUND COVERS AG Acorus gramineus 'Ogon' / Golden Variegated Sweetflag 286 Full in pot; no weeds, disease, or insects. LM Liriope muscari 'Super Blue' / Super Blue Lilyturf 1,145 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) 04/29/24 PERMITTING RESUBMITTAL RIVER ROCK INLET PROTECTION (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.