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HomeMy WebLinkAboutSite PlanB A R B A D O S B L V D LAS T O R T U G A S D R HOLLY SHELTER RD I N T E R S T A T E 4 0 NOTICE REQUIRED ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES. CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUM APPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED. CONTACT THESE UTILITIES NEW HANOVER COUNTY, PLANNING & ENGINEERING ATTN: PLANNING STAFF PH: 910-798-7151 ATTN: GALEN JAMISON, ENGINEERING PH: 910-798-7139 PIEDMONT NATURAL GAS ATTN: PAUL GONKA PH: 910-251-2810 EMERGENCY DIAL 911 POLICE - FIRE - RESCUE CAPE FEAR PUBLIC UTILITY AUTHORITY (WATER & SEWER) ENGINEERING/INSPECTIONS PH: 910-332-6560 OPERATIONS/MAINTENANCE PH: 910-322-6550 DUKE ENERGY PROGRESS DISTRIBUTION CONSTRUCTION SERVICE PH: 910-256-7258 DEP CSC PH: 1-800-452-2777 AT&T/BELL SOUTH ATTN: CHRISSY COSTON PH: 910-341-7664 SPECTRUM PH: 910-763-4638 JULY 2022 OWNER-DEVELOPER: INFINITY PAYMENT SYSTEMS www.infinitypaymentsystems.com 800-706-7591 NEW HANOVER COUNTY, NORTH CAROLINA DESIGN DOCUMENTS 5614 BARBADOS DRIVE, CASTLE HAYNE, NC PREPARED BY: PROJECT # 22195.PE FI N A L D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N 122 Cinema Drive Wilmington, North Carolina 28403 (910) 791-6707 (O) (910) 791-6760 (F) NC License #: C-2846 INFINITY OFFICES PROJECT CONSULTANTS JULY 2022 PARAMOUNTE ENGINEERING, INC. 122 CINEMA DRIVE ENGINEER / LANDSCAPE ARCHITECT: WILMINGTON, NORTH CAROLINA 28403 ATTN: BRAD SCHULER | BRANCH SMITH PHONE: (910) 791-6707 SHEET INDEX SHEET NUMBER SHEET TITLE COVER SHEET SITE & UTILITY PLANC-2.0 L-1.0 LANDSCAPE PLAN I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE LATEST NEW HANOVER COUNTY ORDINANCES AND STORM WATER DESIGN MANUAL. Signature: Name and Title: James Branch Smith, PE Date:7/25/22 Registration Number:034354 WE HEREBY CERTIFY THAT WE ARE THE CURRENT DEVELOPER OF THE PROPERTY AND THAT UPON RECEIPT OF "AUTHORIZATION TO CONSTRUCT" ANY CLEARING, GRADING, CONSTRUCTION, OR DEVELOPMENT WILL BE PERFORMED IN ACCORDANCE WITH THIS PLAN AND THE APPLICABLE ORDINANCES AND RULES OF NEW HANOVER COUNTY, THE STATE OF NORTH CAROLINA, AND THE FEDERAL GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY PART OF THIS PLAN. AS THE DEVELOPER, WE ACCEPT FULL RESPONSIBILITY FOR THE CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSED FACILITIES. WE WILL NOT ATTEMPT TO TRANSFER THIS RESPONSIBILITY WITHOUT THE WRITTEN AUTHORIZATION OF NEW HANOVER COUNTY. Signature: Name and Title: John Thorpe, Owner, Thorpe Holdings Date:7/25/22 1430 Commonwealth Drive Wilmington, NC 28403 N O R T H C AROLIN A J A M E B A N C H S M P R O F E SSION ENGI N E E R SEAL A L S R ITH 0 3 4 3 5 4 7/29/22 EXISTING CONDITIONS SURVEYSV-1.0 BENJAMIN FARROW III, PLS 3223 KELLERTON PLACE LAND SURVEYOR: WILMINGTON, NORTH CAROLINA 28409 LICENSE: L-5104 PHONE: (910) 524-9595 SITE VICINITY MAP SCALE: 1" = 1,000' B A R B A D O S B L V D LAS T O R T U G A S D R HOLLY SHELTER RD I N T E R S T A T E 4 0 WE T WE T WE T W E T WE T W E T W E T W E T WE T WE T WE T SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 26" P I N E 18" P I N E 8"& 1 2 " O A K TWI N 26" P I N E 20" & 1 4 " P I N E TWI N24" P I N E 20" P I N E 23" P I N E 17" P I N E 24" P I N E 24" P I N E PIN ECLU S T E R 28" P I N E 18" P I N E 25" P I N E 23" P I N E 23" P I N E 27" P I N E 18" P I N E 30" P I N E 20" P I N E 19" P I N E 19" P I N E L 28" P I N E 27" P I N E 28" P I N E 25" P I N E 19" P I N E 22" P I N E 18" G U M 22" P I N E 23" P I N E 21" P I N E 27" P I N E 26" P I N E 20" P I N E 22" P I N E 27" P I N E 23" P I N E 23" P I N E 20" P I N E 22" P I N E 16" & 1 7 " T W I N 21" P I N E 22" P I N E PIN E 18" P I N E 12" P I N E 22" P I N E 26" P I N E 18" P I N E 20" P I N E 17" P I N E 18" P I N E 19" P I N E 27" P I N E 19" P I N E PIN E 28" P I N E 26" P I N E 20" P I N E 19" P I N E 18" P I N E 19" P I N E 21" P I N E 18" P I N E 19" P I N E 19" P I N E 21" P I N E 27" P I N E 21" P I N E 18" P I N E 21" P I N E 20" P I N E 18" P I N E 9"& 1 9 " T W I N 25" P I N E 25" P I N E 20" P I N E 24" P I N E 24" P I N E PIN E CLU S T E R 22" P I N E 20" P I N E 19" P I N E 20" P I N E 24" P I N E 20" P I N E 21" P I N E 18" P I N E 18" P I N E 22" P I N E 18" P I N E LP ED G E O F P A V E M E N T 18 " R C P SIG N SIG N F 2"X 4 " STE E L POS T SIG N W T EE 18 " R C P C/L INV = 2 4 . 5 9 ' INV = 2 4 . 6 9 ' INV = 2 4 . 0 8 ' 4" P V C C / O TOP = 2 6 . 8 8 SS M H RI M = 2 6 . 7 3 ' IN V = 1 4 . 6 8 ' ED G E O F P A V E M E N T EDGE OF PAVEMENT EDGE OF PAVEMENT COOPERATIVES COMPUTER CENTER, INC. 805 N. DOW ROAD PIN: R01100-008-018-000 DB 5195 PG 249 ZONING: B2 BIRDSEY NAPIER INVEST GROUP LLC 5632 BARBADOS BLVD. PIN: R01100-008-026-000 DB 4906 PG 2467 ZONING: B-2 AU T O P A R K A S S O C I A T E S / W I L M , L L C . 48 0 9 L A S T O R T U G A S D R PI N : R 0 1 1 0 0 - 0 0 8 - 0 1 1 - 0 0 4 DB 6 1 2 2 P G 4 2 2 ZO N I N G : B 2 60 ' P U B L I C R / W BA R B A D O S BL V D . T 2 5 2 4 27 29 24 24 27 2 7 2 6 25 26 26 25 2728 26 25 24 2 5 26 26 24 26 23 25 25 26 26 2 4 24 24 26 CO N C . PAD S 25 25 26 26 27 26 27 25 26 2 7 25 26 25 24 26 2 3 30' DRAINAGE EASEMENT 15 . 0 ' 15 . 0 25 ' U T I L I T Y E A S E M E N T DITCH DITCH D I T C H DI T C H DI T C H DI T C H DI T C H 25 ' F R O N T S E T B A C K 24 24 25 26 26 25 27 24 26 23 24 25 2 4 24 24 25 25 26 26 27 26 27 25 26 2 3 25 24 26 N69°50'5"E --- 378.96' S0 4 ° 2 3 ' 5 1 " W 39 . 9 2 ' S1 3 ° 2 0 ' 3 2 " E 40 . 4 7 ' S 3 2 ° 0 3 ' 4 6 " E 2 0 . 2 9 ' S 3 4 ° 2 8 ' 0 8 " E 2 6 . 7 2 ' S 4 0 ° 5 7 ' 0 3 " E 2 9 . 7 3 ' S1 7 ° 3 4 ' 5 5 " E 50 . 0 4 ' S1 1 ° 5 6 ' 3 9 " E 36 . 0 7 ' S69°50'54"W ---- 371.54' N 2 0 ° 0 9 ' 0 6 " W - - - 2 3 5 . 7 3 ' N20 ° 0 9 ' 0 6 " W 64.2 7 ' (TIE L I N E ) W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 24 25 26 22 22 25 24 24 24 24 BM I P R O P E R T I E S , L L C 56 1 3 B A R B A D O S B L V D . PI N : R 0 1 1 0 0 - 0 0 8 - 0 2 0 - 0 0 0 DB 5 6 6 0 P G 1 9 6 ZO N I N G : B 2 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) Ne w H a n o v e r C o u n t y , N C 56 1 4 B a r b a d o s D r i v e , C a s t l e H a y n e , N C 2 8 4 2 9 22195.PE IN F I N I T Y P A Y M E N T O F F I C E S FI N A L D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N IN F I N I T Y P A Y M E N T S Y S T E M S 14 3 0 C o m m o n w e a l t h D r i v e Wi l m i n g t o n , N C 2 8 4 0 3 1- 8 0 0 - 7 0 6 - 7 5 9 1 ww w . i n f i n i t y p a y m e n t s y s t e m s . c o m N O R T H C AROLIN A J A M E B A N C H S M P R O F E SSIO N ENGI N E E R SEAL A L S R ITH 0 3 4 3 5 4 07/01/22 EX I S T I N G C O N D I T I O N S 6/ 2 2 / 2 2 1" = 2 0 ' BS JB S JB S SV-1 VICINITY MAP SCALE: 1" = 1,000' SITE 0 10 20 40 80 SCALE: 1"=20' GRAPHIC SCALE NA D 8 3 ( 2 0 1 1 ) BA R B A D O S B L V D - S R 2 6 6 2 60 - F T P U B L I C R O W BENCHMARK SSMH RIM = 26.73 TOP OF BANK NON-JURISDICTIONAL DITCH TOP OF BANK NON-JURISDICTIONAL DITCH JURISDICTIONAL WETLAND LINE SITE DATA TABULATION PROJECT ADDRESS:5614 BARBADOS BLVD CASTLE HAYNE, NC 28429 PARCEL ID: R01100-008-019-000 PROPERTY OWNER:THORPE HOLDINGS LLC 1805 CROSS STAFF ROAD WILMINGTON, NC 28405 CURRENT ZONING:B-2 (REGIONAL BUSINESS) TOTAL SITE AREA:±2.00 ACRES OR 87,145 SF FLOOD INFORMATION:THIS SITE IS LOCATED IN ZONE X - NOT A SPECIAL FLOOD HAZARD AREA - AS SHOWN ON FEMA FLOOD MAP NO. 3720323100K BEARING AN EFFECTIVE DATE OF AUGUST 28, 2018 AND FEMA FLOOD MAP NO. 3720323200K BEARING AN EFFECTIVE DATE OF FEBRUARY 16, 2007. SURVEY INFORMATION TOPOGRAPHY AND BOUNDARY DIGITALLY PROVIDED TO PARAMOUNTE BY BENJAMIN F. FARROW III, PLS. SURVEY ORIGINALLY PREPARED FOR PREVIOUS PROPERTY OWNER, MR. ALAN RUSHER. B A R B A D O S B L V D LAS T O R T U G A S D R HOLLY SHELTER RD I N T E R S T A T E 4 0 WE T WE T WE T W E T WE T W E T W E T W E T WE T WE T WE T SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS LP ED G E O F P A V E M E N T F SIG N W EE 4" P V C C / O TOP = 2 6 . 8 8 SS M H RI M = 2 6 . 7 3 ' IN V = 1 4 . 6 8 ' ED G E O F P A V E M E N T EDGE OF PAVEMENT COOPERATIVES COMPUTER CENTER, INC. 805 N. DOW ROAD PIN: R01100-008-018-000 DB 5195 PG 249 ZONING: B2 BIRDSEY NAPIER INVEST GROUP LLC 5632 BARBADOS BLVD. PIN: R01100-008-026-000 DB 4906 PG 2467 ZONING: B-2 AU T O P A R K A S S O C I A T E S / W I L M , L L C . 48 0 9 L A S T O R T U G A S D R PI N : R 0 1 1 0 0 - 0 0 8 - 0 1 1 - 0 0 4 DB 6 1 2 2 P G 4 2 2 ZO N I N G : B 2 T CO N C . PAD S N69°50'5"E --- 378.96' S0 4 ° 2 3 ' 5 1 " W 39 . 9 2 ' S1 3 ° 2 0 ' 3 2 " E 40 . 4 7 ' S 3 2 ° 0 3 ' 4 6 " E 2 0 . 2 9 ' S 3 4 ° 2 8 ' 0 8 " E 2 6 . 7 2 ' S 4 0 ° 5 7 ' 0 3 " E 2 9 . 7 3 ' S1 7 ° 3 4 ' 5 5 " E 50 . 0 4 ' S1 1 ° 5 6 ' 3 9 " E 36 . 0 7 ' S69°50'54"W ---- 371.54' N 2 0 ° 0 9 ' 0 6 " W - - - 2 3 5 . 7 3 ' N20 ° 0 9 ' 0 6 " W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W BM I P R O P E R T I E S , L L C 56 1 3 B A R B A D O S B L V D . 25' SHOD SETBACK R20 R3 R 3 R15 R15 R 2 5 R2 5 R 3 R 3 R 3 R 3 R 3 R 3 R 3 R3 R3R3 R3 R3 R3 R 3 R 2 5 R2 5 R3 R2 5 R 2 5 R25 R 1 0 FFE = 28.00 FFE = 28.00 25' 79' 24' 18'24' 18' 22' * 18' 18' 24' 18' 9' 5' 9' 15' 24' 157' 3' 15' 15' 80' 5' 5' 9' typ. 9' typ. 5' 9' 6' 14' 52' 28' 71' 55' DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) Ne w H a n o v e r C o u n t y , N C 56 1 4 B a r b a d o s D r i v e , C a s t l e H a y n e , N C 2 8 4 2 9 22195.PE IN F I N I T Y P A Y M E N T O F F I C E S FI N A L D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N IN F I N I T Y P A Y M E N T S Y S T E M S 14 3 0 C o m m o n w e a l t h D r i v e Wi l m i n g t o n , N C 2 8 4 0 3 1- 8 0 0 - 7 0 6 - 7 5 9 1 ww w . i n f i n i t y p a y m e n t s y s t e m s . c o m N O R T H C AROLIN A J A M E B A N C H S M P R O F E SSIO N ENGI N E E R SEAL A L S R ITH 0 3 4 3 5 4 07/29/22 SI T E & U T I L I T Y P L A N 6/ 2 2 / 2 2 1" = 2 0 ' BS JB S JB S C-2.0 VICINITY MAP SCALE: 1" = 1,000' SITE 0 10 20 40 80 SCALE: 1"=20' GRAPHIC SCALE NA D 8 3 ( 2 0 1 1 ) SITE DATA TABULATION PROJECT ADDRESS:5614 BARBADOS BLVD CASTLE HAYNE, NC 28429 PARCEL ID: R01100-008-019-000 PROPERTY OWNER:THORPE HOLDINGS LLC 1805 CROSS STAFF ROAD WILMINGTON, NC 28405 CURRENT ZONING:B-2 (REGIONAL BUSINESS) TOTAL SITE AREA:±2.00 ACRES OR 87,145 SF PROPOSED USE:OFFICE FOR PRIVATE BUSINESS AND PROFESSIONAL ACTIVITIES FLOOD INFORMATION:THIS SITE IS LOCATED IN ZONE X - NOT A SPECIAL FLOOD HAZARD AREA - AS SHOWN ON FEMA FLOOD MAP NO. 3720323100K BEARING AN EFFECTIVE DATE OF AUGUST 28, 2018 AND FEMA FLOOD MAP NO. 3720323200K BEARING AN EFFECTIVE DATE OF FEBRUARY 16, 2007. BUILDING DATA NUMBER OF BUILDINGS:1 MAXIMUM ALLOWABLE BUILDING HEIGHT: 3 STORIES OR 50 FT PROPOSED BUILDING HEIGHT:35 FT NUMBER OF STORIES:2 STORIES TOTAL BUILDING AREA (FOOTPRINT):PROPOSED: 15,168 SQ. FT. (INCLUDING ROOF CANOPIES) BUILDING LOT COVERAGE:15,168 \ 87,145 FT. (17.4%) DIMENSIONAL REQUIREMENTS B-2 SETBACKS REQUIRED PROVIDED FRONT 25 FT 79 FT SIDE (ADJ. COMMERCIAL)25 FT (SHOD)25 FT REAR (ADJ. COMMERCIAL)25 FT (SHOD)79 FT PARKING STANDARDS STANDARD:2.5 SPACES PER 1,000 SF = 1 SPACE PER 400 SF @ 25,694 SF REQUIRED:64 SPACES PROVIDED:72 SPACES (INCLUDING 3 ADA SPACES) IMPERVIOUS AREA EXISTING IMPERVIOUS AREA:0 SF PROPOSED IMPERVIOUS AREA : BUILDINGS 15,200 SF PARKING/DRIVEWAY 32,000 SF ON-SITE SIDEWALKS 1,500 SF FUTURE 1,500 SF TOTAL PROPOSED IMP. AREA 50,200 SF (1.15 AC) PROPOSED PERCENT IMPERVIOUS 50,200 SF / 87,145 SF = 57.6% DISTURBED AREA: ±1.95 ACRES GENERAL NOTES: 1.ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH SECTION 5.6 OF THE UDO. 2.NO CONSERVATION AREAS EXIST ON THE SITE. 3.WETLANDS SHOWN ON THIS PLAN HAVE BEEN VERIFIED BY THE US ARMY CORPS OF ENGINEERS - FILE NUMBER SAW-2021-00658. 4.TRIP GENERATION IS LESS THAN 100 PEAK HOUR TRIPS. A TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. WASTE DISPOSAL WASTE DISPOSAL WILL BE PROVIDED WITH A CENTRAL DUMPSTER LOCATION. THIS LOCATION HAS BEEN NOTED ON THE PLAN. ALL TRASH-HANDLING AND RELATED EQUIPMENT SHALL BE COMPLETELY ENCLOSED AND SCREENED WITH AN OPAQUE FENCE OR WALL. THE ENCLOSURE SHALL BE AT LEAST ONE (1) FOOT TALLER THAN THE HIGHEST POINT OF THE TRASH RECEPTACLE. OFFICE BUILDING 2-STORIES - 25,694 GFA 30-FT PUBLIC DRAINAGE EASEMENT WITH GRASSED DITCH ON-SITE WETLANDS 9 8 2 217 5 5 12 12 PRIVATE ENCLOSED PARKING 1,250 SF COVERED PATIO COVERED DROP OFF PROPOSED STORMWATER WET POND EXISTING FIRE HYDRANT 10' X 70' NCDOT SIGHT TRIANGLE PROPERTY BOUNDARY 1 1 SITE KEYNOTES: 18" CURB & GUTTER (TYPICAL - SEE DETAIL) 2 CONCRETE SIDEWALK (5-FT - SEE DETAIL) 3 4 TYPE A CURB RAMP (TYPICAL - SEE DETAIL) 6 7 8 9 DUMPSTER WITH 6-FT HIGH FENCED ENCLOSURE (SEE PAD DETAILS) ASPHALT PARKING PAVEMENT (TYPICAL - SEE DETAIL) 4" CONCRETE TURNDOWN WALK (TYPICAL - SEE DETAIL) ACCESSIBLE SPACE AND AISLES WITH SIGN (SEE DETAILS) TYPE 1A CURB RAMP (TYPICAL - SEE DETAIL) 5 REDUCED DRIVE AISLE FOR TREE SAVE 1 LANDSCAPE AREA 9 2 2 2 10' X 70' NCDOT SIGHT TRIANGLE BA R B A D O S B L V D - S R 2 6 6 2 60 - F T P U B L I C R O W 4 4 3 3 5 6 10 10 LIGHT POLES 10 7 7 8 1 ON-SITE WETLANDS 4 11 WHEEL STOPS (SEE DETAILS) 11 FIRE SERVICE AND DOMESTIC SERVICE EXISTING SEWER CLEANOUT AND SEWER SERVICE 30-FT PUBLIC DRAINAGE EASEMENT WITH GRASSED DITCH WATER METER BACKFLOW PREVENTERS 1 12 12 RETAINING WALL BY OTHERS ENTRY CANOPY B A R B A D O S B L V D LAS T O R T U G A S D R HOLLY SHELTER RD I N T E R S T A T E 4 0 WE T WE T WE T W E T WE T W E T W E T W E T WE T WE T WE T SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 26" P I N E 18" P I N E 8" 1 2 " O A K TWI N 26" P I N E 20" 1 4 " P I N E TWI N24" P I N E 20" P I N E 23" P I N E 17" P I N E 24" P I N E 24" P I N E PIN ECLU S T E R 28" P I N E 18" P I N E 25" P I N E 23" P I N E 23" P I N E 27" P I N E 18" P I N E 30" P I N E 20" P I N E 19" P I N E 19" P I N E 28" P I N E 27" P I N E 28" P I N E 25" P I N E 19" P I N E 22" P I N E 18" G U M 22" P I N E 23" P I N E 21" P I N E 27" P I N E 26" P I N E 20" P I N E 22" P I N E 27" P I N E 23" P I N E 23" P I N E 20" P I N E 22" P I N E 16" 1 7 " T W I N 21" P I N E 22" P I N E PIN E 18" P I N E 12" P I N E 22" P I N E 26" P I N E 18" P I N E 20" P I N E 17" P I N E 18" P I N E 19" P I N E 27" P I N E 19" P I N E PIN E 28" P I N E 26" P I N E 20" P I N E 19" P I N E 18" P I N E 19" P I N E 21" P I N E 18" P I N E 19" P I N E 19" P I N E 21" P I N E 27" P I N E 21" P I N E 18" P I N E 21" P I N E 20" P I N E 18" P I N E 9" 1 9 " T W I N 25" P I N E 25" P I N E 20" P I N E 24" P I N E 24" P I N E PIN E CLU S T E R 22" P I N E 20" P I N E 19" P I N E 20" P I N E 24" P I N E 20" P I N E 21" P I N E 18" P I N E 18" P I N E 22" P I N E 18" P I N E ED G E O F P A V E M E N T F W T EE ED G E O F P A V E M E N T T CO N C . PAD S W W W W W W W W W W W W W W W W W W W W W W W W W 24' 157' 15' 15' 80' (9)ULM BOS (54)LOR (12)LO 40PV (14)PM DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) Ne w H a n o v e r C o u n t y , N C 56 1 4 B a r b a d o s D r i v e , C a s t l e H a y n e , N C 2 8 4 2 9 22195.PE IN F I N I T Y P A Y M E N T O F F I C E S FI N A L D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N IN F I N I T Y P A Y M E N T S Y S T E M S 14 3 0 C o m m o n w e a l t h D r i v e Wi l m i n g t o n , N C 2 8 4 0 3 1- 8 0 0 - 7 0 6 - 7 5 9 1 ww w . i n f i n i t y p a y m e n t s y s t e m s . c o m N O R T H C AROLIN A J A M E B A N C H S M P R O F E SSIO N ENGI N E E R SEAL A L S R ITH 0 3 4 3 5 4 07/29/22 LA N D S C A P E P L A N 8/ 1 / 2 2 1" = 2 0 ' BW S BW S AH E L-1.0 VICINITY MAP SCALE: 1" = 1,000' SITE 0 10 20 40 80 SCALE: 1"=20' GRAPHIC SCALE NA D 8 3 ( 2 0 1 1 ) 1.SITE DATA TABULATION PROJECT ADDRESS:5614 BARBADOS BLVD CASTLE HAYNE, NC 28429 PARCEL ID: R01100-008-019-000 PROPERTY OWNER:THORPE HOLDINGS LLC 1805 CROSS STAFF ROAD WILMINGTON, NC 28405 CURRENT ZONING:B-2 (REGIONAL BUSINESS) TOTAL SITE AREA:±2.00 ACRES OR 87,145 SF PROPOSED USE:OFFICE FOR PRIVATE BUSINESS AND PROFESSIONAL ACTIVITIES FLOOD INFORMATION:THIS SITE IS LOCATED IN ZONE X - NOT A SPECIAL FLOOD HAZARD AREA - AS SHOWN ON FEMA FLOOD MAP NO. 3720323100K BEARING AN EFFECTIVE DATE OF AUGUST 28, 2018 AND FEMA FLOOD MAP NO. 3720323200K BEARING AN EFFECTIVE DATE OF FEBRUARY 16, 2007. LANDSCAPE CALCULATIONS STREET YARD LANDSCAPING 1.25 SF OF STREET YARD REQUIRED FOR EVERY FOOT OF YARD. DRIVEWAYS ARE NOT INCLUDED IN THE BASE STREET YARD AREA. 2.1 CANOPY TREE AND SIX SHRUBS REQUIRED PER 600 SF OF STREET YARD AREA. 3.STREET YARD WIDTH MAY RANGE FROM 12.5 FT TO 37.5 FT. STREET YARD REQUIRED:5,250 SF = (236 LF - 26 LF) X 25 STREET YARD PROVIDED:5,266 SF REQUIRED PLANTINGS:9 = 5,250 SF / 600 SF 9 CANOPY TREES = 9 X 1 54 SHRUBS = 9 X 6 PROVIDED PLANTINGS:9 CANOPY TREES 54 SHRUBS INTERIOR PARKING LOT LANDSCAPING 1.8% OF PARKING LOTS REQUIRED TO BE LANDSCAPED AREAS. 2.1 TREE REQUIRED PER 144 SF OF TOTAL INTERIOR LANDSCAPED AREA. REQUIRED AREA:2,555 SF = 31,943 SF X 8% PROVIDED AREA:2,893 SF REQUIRED PLANTINGS:18 TREES = 2,555 SF / 144 SF PROVIDED PLANTINGS:18 TREES (6 EXISTING TREES) FOUNDATION PLANTINGS 1.FOUNDATION PLANTINGS AREAS REQUIRED TO BE 12% OF THE BUILDING FACE UP TO 25 FT IN HEIGHT. 2.PORTIONS OF THE BUILDING USED FOR VEHICULAR ACCESS IS EXEMPT. REQUIRED AREA:633 SF = (80 FT X 25 FT) + (131 FT X 25 FT) X 12% PROVIDED AREA:810 SF 30' DRAINAGE EASMENT ON-SITE WETLANDS CANOPY TREES CODE QTY BOTANICAL / COMMON NAME SIZE LO 12 QUERCUS VIRGINIANA SOUTHERN LIVE OAK 2" CAL. (MIN.) ULM BOS 9 ULMUS PARVIFOLIA `BOSQUE` BOSQUE ELM 2" CAL. (MIN.) SHRUBS CODE QTY BOTANICAL / COMMON NAME CONTAINER LOR 54 LOROPETALUM C. `RUBY` RUBY LOROPETALUM 3 GAL / 12" HT PV 40 PITTOSPORUM T. `VARIEGATA` VARIEGATED MOCK ORANGE 3 GAL / 12" HT ORNAMENTAL GRASSES CODE QTY BOTANICAL / COMMON NAME CONTAINER PM 14 MUHLENBERGIA CAPILLARIS PINK MUHLY 3 GAL PLANT SCHEDULE LANDSCAPE NOTES: 1.CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 2.TREES SHALL BE LOCATED NO CLOSER THAN 5 FEET FROM SEWER/WATER CONNECTIONS OR AS OTHERWISE DICTATED BY LOCAL REGULATIONS. CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY AND ALL PUBLIC OR PRIVATE UTILITIES. 3.ALL PLANT MATERIAL SHALL MEET THE CURRENT VERSION OF THE AMERICAN ASSOCIATION OF NURSERYMEN'S STANDARDS. 4.NO TREE, OTHER THAN THOSE SHOWN ON APPROVED PLANS FOR REMOVAL WITH THESE PLANS AND/ OR TREE REMOVAL PERMIT PLANS, SHALL BE REMOVED WITHOUT WRITTEN AUTHORIZATION FROM THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. ALL SHRUB BEDS AND/OR PLANTING AREAS EXCLUDING TURF AREAS SHALL BE MULCHED WITH 3 INCH MINIMUM AND 4 INCH MAXIMUM DEPTH PINE STRAW MULCH UNLESS OTHERWISE NOTED. 5.ALL PLANTS, 4 FEET OR LESS APART, WILL BE CONNECTED IN ONE PLANTING BED. ALL GROUPS OF PLANTS SHOULD BE WITHIN ONE PLANTING BED WITH THE EDGE OF MULCH EXTENDING 2 FEET BEYOND THE EDGE OF PLANT MASS. ALL SINGLE TREES (INCLUDING BOTH PROPOSED AND EXISTING TREES) SHOULD HAVE A CIRCLE OF MULCH NOT LESS THAN 5 FEET DIAMETER. 6.WEED BARRIER FABRIC SHALL BE INSTALLED BY LANDSCAPE CONTRACTOR IN ACME WAY AND CORPORATE DRIVE BUFFER LOCATIONS. 7.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE OR MAINTAINING THE SITE DURING CONSTRUCTION IN A MANNER THAT PROMOTES HEALTHY, VIABLE LANDSCAPE AND TURF MATERIAL. 8.PLANTING SOIL MIX: MIX EXISTING SOIL WITH THE SOIL AMENDMENTS AND FERTILIZERS FOR HEALTHY,VIABLE PLANT MATERIAL IN THE QUANTITIES RECOMMENDED BY THE SOIL TESTING LABORATORY, THIRD PARTY RECOGNIZED BY THE STATE DEPARTMENT OF AGRICULTURE OR AS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. 9.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TESTING LABORATORY. 10.ANY AND ALL SUBSTITUTIONS OF PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. FAILURE IN OBTAINING APPROVAL MAY RESULT IN LIABILITY TO THE CONTRACTOR. 11.LANDSCAPE CONTRACTOR SHALL APPLY PRE AND POST EMERGENT HERBICIDES, FUNGICIDES, OR OTHER WEED CONTROL METHODS TO KEEP THE SITE FREE OF WEEDS FROM BEGINNING OF LANDSCAPE CONTRACTOR'S CONSTRUCTION TO TIME THE SITE IS TURNED OVER TO OWNER FOR MAINTENANCE. INSTALL WEED BARRIER FABRIC IN MULCHED AND PLANTED AREAS WITHOUT PRESERVED EXISTING VEGETATION FOR ADDITIONAL WEED CONTROL. THIS DOES NOT APPLY TO SEEDED OR SODDED AREAS. 12.IRRIGATION SHALL BE DESIGNED AND INSTALLED BY A LICENSED IRRIGATION CONTRACTOR IN THE STATE OF NORTH CAROLINA. 12.1.AUTOMATED IRRIGATION PLANS AND SPECIFICATIONS FOR THE IRRIGATION DESIGN SHALL BE SUBMITTED TO THE OWNER OR OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO PURCHASE OR INSTALLATION OF THE MATERIALS. 13.UNLESS OTHERWISE SPECIFIED BY OWNER OR OWNER'S REPRESENTATIVE, ALL DISTURBED AREAS TO BE SEEDED WITH PERM. SEED PER EROSION CONTROL PLANS AND/OR NOTES. 14.THE CONTRACTOR SHALL PREPARE ALL SEEDED OR SODDED AREAS TO ASSURE THAT THE SUBGRADE HAS BEEN RAKED AND ROLLED TO ACCEPT THE SOD/SEED. FINE GRADE AS NEEDED. LANDSCAPE CONTRACTOR TO COORDINATE ROUGH GRADE SCHEDULE WITH GENERAL CONTRACTOR AND NOTIFY OWNER OR OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN GRADE OR TIMELINE. ALL SOD/SEED AREAS MUST BE IRRIGATED OR HAND WATERED. ALL SOD SHALL BE PLACED WITH STAGGERED JOINTS AND NO GAPS BETWEEN SOD JOINTS. SOD SHOULD BE ROLLED AFTER INSTALLATION. ALL SEEDED AND/OR SODDED AREAS SHOULD PROVIDE A SMOOTH SURFACE FREE OF DIPS AND UNLEVELED GROUND. 15.LANDSCAPE CONTRACTOR TO VERIFY OWNER'S SEED OR SOD PREFERENCE PRIOR TO THE CONTRACTOR ORDERING OR INSTALLING TURF GRASS. 16.ALL VEGETATION PROPOSED WITHIN SIGHT DISTANCE AREAS SHALL NOT INTERFERE WITH SIGHT DISTANCE AT INTERSECTIONS FROM 30" TO 10'. LIMB TREES OR TRIM EXISTING VEGETATION AS NEEDED WITHIN THE 10' X 70' SIGHT DISTANCE TRIANGLE. 17.ALL VEGETATION PROPOSED WITHIN SIGHT DISTANCE AREAS SHALL NOT INTERFERE WITH SIGHT DISTANCE AT INTERSECTIONS FROM 30" TO 10'. LIMB TREES OR TRIM EXISTING VEGETATION AS NEEDED WITHIN THE 10' X 70' SIGHT DISTANCE TRIANGLE. 18.CONTRACTOR IS RESPONSIBLE FOR REMOVING TRASH, DEBRIS AND EXCESS MATERIALS FROM THE JOB SITE ONCE THE PROJECT IS COMPLETE. SECURING ANY MATERIALS LEFT ON SITE DURING THE COURSE OF THE PROJECT IS THE CONTRACTOR'S RESPONSIBILITY. 19.THE CONTRACTOR SHALL REPLACE DEAD AND/OR UNHEALTHY PLANT MATERIAL FOR A PERIOD OF 12 MONTHS OF ACCEPTANCE OF THE INSTALLED MATERIAL FROM THE OWNER OR OWNER'S REPRESENTATIVE. CONTRACTOR SHALL REPLACE PLANTS WITHIN 1 MONTH OF NOTIFICATION OF THE NEED FOR PLANT REPLACEMENT. 20.NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE OF ANY DISCREPANCY BETWEEN THE PLANS AND SITE CONDITIONS PRIOR TO ORDERING MATERIALS, PERFORMING WORK, OR INSTALLING MATERIALS. OFFICE BUILDING 2-STORIES - 25,694 GFA PRIVATE ENCLOSED PARKING 1,250 SF COVERED PATIO COVERED DROP OFF ROOF CANOPY PROPOSED STORMWATER FACILITY 25' STREET YARD 25' UTILITY EASEMENT ON-SITE WETLANDS EXIST. PINES TO REMAIN, TYP. EXIST. PINES TO REMOVE, TYP. EXIST. 27" PINE TO REMAIN. EXIST. 24" PINE TO REMAIN.