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HomeMy WebLinkAbout22156.PE Myrtle Grove Retail - TRC Set 063023CA R O L I N A B E A C H R O A D PI N E R R O A D DUNHIL L L A N E JUL I A D R I V E OCTOBER 2022 THE VILLAGE AT MYRTLE GROVE MAJOR SITE PLAN NEW HANOVER COUNTY, NORTH CAROLINA 5613 CAROLINA BEACH ROAD 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. Know what's below. before you dig.Call R CONTACT THESE UTILITIES PREPARED BY: PROJECT # 22156.PE PR E L I M I N A R Y 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 THE VILLAGE AT MYRTLE GROVE RETAIL June 2023 MAJOR SITE PLANAPPLICANT: BVC MYRTLE GROVE, LLC 176 N. MAIN STREET, SUITE 210 FLORIDA, NY 10921 APPLICANT BVC MYRTLE GROVE, LLC 176 N. MAIN STREET, SUITE 210 FLORIDA, NY 10921 GREG DOBUR: 704-771-8634 SURVEYOR PARAMOUNTE ENGINEERING, INC. 122 CINEMA DRIVE WILMINGTON, NC 28403 JOSH TAYLOR, PLS (910-791-6707) ENGINEER/ LAND PLANNER/ LANDSCAPE ARCHITECT PARAMOUNTE ENGINEERING, INC. 122 CINEMA DRIVE WILMINGTON, NC 28403 CIVIL: ROB BALLAND, PE (910-791-6707) LANDSCAPE ARCHITECT: ALLISON ENGEBRETSON, RLA (910-791-6707) SHEET NUMBER SHEET TITLE SHEET INDEX C-2.0 OVERALL SITE PLAN C-0.0 COVER SHEET PROJECT CONSULTANTS NEW HANOVER COUNTY PLANNING DEPARTMENT ATTN: ROBERT FARRELL PH: 910-798-7164 PIEDMONT NATURAL GAS ATTN: CARL PAQUET PH: 910-350-2242 EMERGENCY DIAL 911 POLICE - FIRE - RESCUE CFPUA (WATER & SEWER) GENERAL PH: 919-332-6550 DUKE ENERGY PROGRESS GENERAL PH: 800-452-2777 AT&T ATTN: STEVE DAYVAULT PH: 910-341-7664 SPECTRUM GENERAL PH: 800-892-4357 05/23/22 VICINITY MAP NOT TO SCALE NORTH RETAIL SITE C-2.1 SITE PLAN C-2.2 SITE PLAN C-2.3 ACCESS IMPROVEMENTS L-1.0 OVERALL LANDSCAPE PLAN L-1.1- L-1.3 LANDSCAPE ENLARGEMENTS REVISED JUNE 2023 CA R O L I N A B E A C H R O A D PI N E R R O A D DUNHIL L L A N E JULI A D R I V E X X X X X X X X X X UE UE UE UE UE UE UE U E UE UE UE UE UE UE UE X X OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OH E TR RE F R I G E R A T O R S SHED DUMPSTER N 10°32'15" E 99.72' NA D 8 3 ( 2 0 1 1 ) N: 1 4 2 2 3 4 . 7 0 E: 2 3 3 4 8 3 7 . 0 4 UE UE UE UE N 09°46'41" E 54.58' S 10°42'47" W 49.31' S 7 9 ° 3 6 ' 0 8 " E 22 8 . 4 8 ' S 10°36'30" W 103.38' S 10°23'10" W 52.09' N 10°34'25" E 151.95' S 8 0 ° 1 1 ' 0 7 " E 22 4 . 1 4 ' S 10°19'29" W 150.04' S 7 9 ° 3 6 ' 0 4 " E 22 5 . 0 0 ' S 30 ° 3 0 ' 3 6 " W 43.6 9 ' BLDG. D 6,500 SF FFE=29.25 BL D G . C 6, 5 0 0 S F FF E = 2 7 . 1 0 BLDG. B 8,000 SF FFE=26.40 BL D G . A 7, 2 0 0 S F FF E = 2 6 . 0 0 BL D G . E 7, 2 0 0 S F FF E = 3 0 . 0 0 BLDG. F 11,200 SF FFE=30.00 BUILDING 102,862 SF VESTIBULES 3,570 SF GARDEN CENTER 28,086 SF X JED WHITE PROPERTIES LLC PARCEL ID: R07614-001-004-003 D.B.4248, PG. 240 CLARK STORES LLC PARCEL ID: R07614-001-003-000 D.B.6603, PG. 491 COASTAL CHRISTIAN HIGH SCHOOL INC PARCEL ID: R07614-001-008-000 D.B.6594, PG. 2790 COME RAIN OR SHINE LLC PARCEL ID: R07614-001-006-000 D.B.6615, PG. 2106 COASTAL CHRISTIAN HIGH SCHOOL INC PARCEL ID: R07614-001-007-000 D.B.6594, PG. 2790 CALM III, LLC PARCEL ID: R07610-004-015-000 D.B. 6459 PG. 839 SHAKAWA LLC PARCEL ID: R07610-004-025-000 D.B.5975, PG. 2133 COOK OUT CAROLINA BEACH INC PARCEL ID: R07610-004-019-000 D.B.5815, PG. 344 TURLINGTON JAMES T SR BETTY PARCEL ID: R07610-004-013-000 D.B. 9992 PG. E758 COASTAL CHRISTIAN HIGH SCHOOL PARCEL ID: R07614-001-009-000 D.B.6618, PG. 503 COME RAIN OR SHINE LLC PARCEL ID: R07614-001-006-000 D.B.6615, PG. 2106 LEDBETTER CATHERINE D PARCEL ID: : R07610-004-016-000 D.B. 6592 PG. 1964 DO NOT BLOCK DO NOT BLOCK 3'R 15'R 3'R 15'R 40'R 3'R 25'R 3'R 3'R 3'R 12.5'R 12.5'R 3'R 12.5'R 10'R 3'R 25'R3'R 3'R 10'R10'R 3'R 3'R 10'R10'R 3'R 3'R 10'R10'R 3'R 3'R 10'R10'R 3'R 3'R 10'R10'R 3'R 3'R 10'R 10'R 3'R 3'R 10'R10'R 1.5'R 10'R 3'R 1.5'R 10'R 3'R 1.5'R 10'R 3'R 1.5'R 10'R 3'R 15'R 3'R 3'R 13'R 15'R 16 0 . 8 7 ' R 12'R 3'R 3'R 15'R15'R 3'R 10'R 3'R 10'R 3'R 10'R 3'R 10'R 3'R 10'R 10'R 3'R 3'R 10'R 10'R 3'R 3'R 10'R 10'R 3'R 3'R 10'R 10'R 3'R 3'R 10'R 10'R 3'R 3'R 10'R 10'R 3'R 3'R 10'R 3'R 10'R 3'R 10'R 10'R 30'R 25'R 34'R 3'R 25'R 25'R 361'R 15'R 15'R 15.5'R 6.5'R 40'R 41.5'R 14'R 40.5'R 10'R 2'R 3'R 9'R 4'R 6'R 20'R 25'R 30'R 15'R 15'R 12.5'R 4.2'R 4'R 15'R 3. 2 5 ' R 3'R 4'R 25'R 3. 5 ' R 25'R 12.5'R 25.5'R 15'R 15'R 15.5'R 10.5'R 15.5'R 10.5'R 54.4'R NOPA R K I N G NOPA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NOPA R K I N G NOPA R K I N G NOPA R K I N G 49'R 5'R 46'R 5'R 49'R 34'R NO PA R K I N G 3'R 500'R 3'R 10'R NOPA R K I N G 19 19 19 19 19 19 19 5 14 14 5 16 7 13 18 17 17 17 17 14 19 1919 20 20 20 TH E V I L L A G E A T M Y R T L E G R O V E R E T A I L 56 1 3 C A R O L I N A B E A C H R O A D WI L M I N G T O N , N C 2 8 4 0 5 22156.PE 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 ) NC L i c e n s e # : C - 2 8 4 6 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 BV C M Y R T L E G R O V E , L L C 17 6 N . M A I N S T , S U I T E 2 1 0 FL O R I D A , N Y 2 8 2 0 9 N O R T H C AROLI N A P R O F E SSIO N ENGI N E E R SEAL A L 0 3 1 5 9 1 R O BERT P . B A L L A N D 06/30/2023 VICINITY MAP SCALE: 1" = 500' SITE DATA TABULATION PROJECT NAME & ADDRESS:THE VILLAGE AT MYRTLE GROVE RETAIL 5613 CAROLINA BEACH ROAD WILMINGTON NC, 28401 PROPERTY OWNER:BVC MYRTLE GROVE, LLC 176 N. MAIN STREET, SUITE 210 FLORIDA, NY 10921 TAX PARCEL IDENTIFICATION #: R07614-001-010-000 PARCEL AREA:±28.55 ACRES (1,243,638 SF) CURRENT ZONING:B-2 PROPOSED BUILDING HEIGHT:30' (FRONT PARAPET WALL) 26' (ROOF) 14' (BOTTOM OF CANOPIES) PARKING STANDARDS REQUIRED PARKING - NHC UNIFIED DEVELOPMENT ORDINANCE: RETAIL SALES, GENERAL:2.5 SPACES PER 1,000 SF (150,818 SF) TOTAL REQUIRED:377 SPACES INCLUDING 8 ADA SPACES TOTAL PROVIDED:424 SPACES INCLUDING 16 ADA SPACES OV E R A L L S I T E P L A N C-2.0 06 / 3 0 / 2 3 1" = 6 0 ' BW S BW S RP B NCGRID(NAD 8 3 / 2 0 1 1 ) EXISTING CONTOUR16 SITE LIGHTING: 1.ALL STREET AND PARKING LIGHTING WILL BE MODIFIED AS NEEDED. PLANS OR IN-FIELD MODIFICATIONS WILL BE PREPARED AND INSTALLED BY DUKE ENERGY IN ACCORDANCE WITH NHC UDO REQUIREMENTS. UNDERGROUND POWER LINEUG TREE SURVEY NOTES: 1.NO DOCUMENTED, SIGNIFICANT, OR SPECIMEN TREES ARE PROPOSED TO BE REMOVED. NO TREE REMOVAL PERMIT REQUIRED. LEGEND: OVERHEAD POWER LINE EXISTING EASEMENT EXISTING STORM DRAIN EXISTING STORM SEWER STRUCTURE W EXISTING WATER LINE SS EXISTING SEWER LINE SURVEY & UTILITY NOTES: 1.UTILITIES SHOWN HEREON ARE FROM INFORMATION VISIBLE IN THE FIELD AND MAPS PROVIDED BY OTHERS. UTILITIES OTHER THAN WHAT ARE SHOWN MAY EXIST. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE. 2.WATER AND SEWER IS BE PROVIDED BY CFPUA ON SITE. TRAFFIC IMPROVEMENTS: 1.TIA WAS PREPARED FOR ENTIRE SHOPPING CENTER; ALL APPROVED TRAFFIC IMPROVEMENTS HAVE BEEN INSTALLED. NO ADDITIONAL IMPROVEMENTS REMAIN. SITE INFILL RETAIL DEVELOPMENT: 1.THE PROPOSED BUILDING AND PARKING AREA ARE IN A PREVIOUSLY APPROVED "FUTURE DEVELOPMENT" PAD FOR THE VILLAGE AT MYRTLE GROVE SHOPPING CENTER. IMPROVEMENTS INCLUDE MODIFYING EXISTING PARKING, DRIVE AISLES, & UTILITIES WITHIN SHOPPING CENTER. EXTERIOR SIGNAGE: 1.EXTERIOR SIGNAGE TO BE PERMITTED SEPARATELY AND MUST COMPLY WITH SECTION 5.6 OF THE UNIFIED DEVELOPMENT ORDINANCE. LINE BEARING DISTANCE L1 S 79°44'44" E 35.60' L2 S 10°19'06" W 30.50' L3 S 69°17'26" E 20.02' MODIFY EXISTING ENTRANCE TO PROVIDE THROUGH ACCESS TO SHOPPING CENTER BEYOND ADA PARKING SPACES EXISTING STAPLES & SHOPS EXISTING PARKING EXISTING COMMERCIAL EXISTING COMMERCIAL EXISTING PARKING (15) BOLLARDS EQ. SPACED BY DEVELOPER. SEE DETAIL EXISTING STORMWATER BASIN; EX. PERMIT #: SW8 060740 MOD DATED 01/23/2009 EXISTING STAPLES AND ASSOCIATED RETAIL TO REMAIN PROPOSED LARGE RETAIL LOADING AREA; 4 TRUCK BAY ACCESS TO BUILDING EXISTING PAVED AREA TO REMAIN MODIFY EXISTING ACCESS TO RIGHT IN / RIGHT OUT WITH MEDIAN FOR SMOOTHER TRAFFIC CONTROL INTO SHOPPING CENTER EXISTING COMMERCIAL EXISTING PARKING EXISTING PARKING EXISTING POST OFFICE EXISTING PARKING EXISTING PARKING EXISTING LEFT TURN LANE LIMIT OF PROPOSED MODIFICATIONS NEW CURB MODIFICATIONS TO TIE INTO EXISTING CURB, TYP. REMOVE & RELOCATE EXISTING ISLANDS AND MODIFY EXISTING PAVED PARKING TO PROPOSED ALIGNMENT SHOWN THIS PLAN PEDESTRIAN CROSSWALK TO FRONT DOORS, TYP. STRIPE PAVING INDICATING RETURN TO 2 LANES ADD LEFT TURN LANE INTO SHOPPING CENTER'S MAIN CROSS ACCESS DRIVE ADD TRAFFIC CONTROL STRIPING ADD TRAFFIC CONTROL STRIPING ADD PROTECTED LEFT TURN MEDIAN AS CONTROLLED ACCESS INTO EXISTING RETAIL; REALIGN/STRIPE ACCESS LANES ADD PROTECTED LEFT TURN MEDIAN AS CONTROLLED ACCESS INTO EXISTING RETAIL; REALIGN/STRIPE ACCESS LANES EXISTING PARKING AREA ACCESS LANDSCAPE MEDIAN, TYP. EXISTING COMMERCIAL EXISTING COMMERCIAL EXISTING COMMERCIAL EXISTING COMMERCIAL HOME DEPOT PROPOSED RETAIL BUILDING 150,818 SF EXISTING PARKING EXISTING PARKING SERVICE DRIVE EX. PROPERTY LINE, TYP. PROPOSED GENERATOR PAD PROPOSED TRANSFORMER PAD TH E K I N G S H I G H W A Y PR I V A T E E A S E M E N T (W I D T H V A R I E S ) CAROLINA BEACH ROAD - (US HWY 421) PUBLIC RIGHT OF WAY (WIDTH VARIES) EXISTING MONUMENT SIGN TO BE REPLACED WITH NEW SIGN (19.5' HIGH, 11' WIDE) NEW MONUMENT SIGN TO BE INSTALLED WITHIN MEDIAN (14.5' HIGH, 11' WIDE) BUILDING CANOPY ROOF CANOPYROOF CANOPY 63 ' 27 ' 70' 70' 63' 103' FUTURE EV PARKING AREA SWITCHGEAR UTILITY TRANSFORMER PROPOSED SUBDIVISION BOUNDARY PROPOSED SUBDIVISION BOUNDARY PROPOSED SUBDIVISION BOUNDARY PROPOSED SUBDIVISION BOUNDARY 0 30 60 120 240 SCALE: 1"=60' GRAPHIC SCALE ASPHALT OVERLAY SECTION FULL DEPTH LIGHT DUTY ASPHALT SECTION FULL DEPTH HEAVY DUTY ASPHALT SECTION HEAVY DUTY CONCRETE SECTION HEAVY DUTY ASPHALT SECTION TRASH COMPACTOR 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 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 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 W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW X X X X X X X X X X X X X X X UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G SS LP G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G LP SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSS SS SS SS SS SS SSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS TR TR SHEET 2 SHEET 4 UE UE UE UE W 3'R 15'R 3'R 15'R 40'R 3'R 25'R 3'R 3'R 3'R 12.5'R 12.5'R 3'R 12.5'R 10'R 3'R 25'R 3'R 3'R 10'R10'R 3'R 3'R 10'R10'R 3'R 3'R 10'R10'R 3'R 3'R 10'R10'R 3'R 3'R 10'R10'R 3'R 3'R 10'R 10'R 3'R 3'R 10'R10'R 1.5'R 10'R 3'R 1.5'R 10'R 3'R 1.5'R 10'R 3'R 1.5'R 10'R 3'R 3'R 10'R 3'R 10'R 3'R 10'R 3'R 10'R 3'R 10'R 10'R 3'R 3'R 10'R 10'R 3'R 3'R 10'R 10'R 3'R 3'R 10'R 10'R 3'R 3'R 10'R 10'R 3'R 3'R 10'R 10'R 3'R 3'R 10'R 3'R 10'R 3'R 10'R 10'R 30'R 25'R 34'R 3'R 25'R NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G N O PA R K I N G N O PA R K I N G N O PA R K I N G NO PA R K I N G UEUEUE 3'R 500'R N O PA R K I N G 19 19 19 19 19 19 19 5 14 14 5 16 7 13 9' ty p . 30 . 0 ' 35 . 1 ' 24 . 2 ' 17 17 17 17 14 13 ' 13 ' 30 . 0 ' 11' 3' 8' 18.0'24.0'18.0' 9. 0 ' ty p . 6. 0 ' ty p . 6' ty p 9. 0 ' 18.0'24.0'18.0' 26 . 5 ' 36 . 0 ' 30 . 0 ' 26 . 3 ' 24.1'18.0' 10.0' 18.0'24.0'36.0'24.0'36.0'24.1'36.0'24.0'36.0'24.0'36.0'24.0'18.0' 10.0' 18.0'24.0'36.0'24.0'36.0'24.0' 9' ty p . 9' ty p . 9' ty p . 18 . 0 ' 9' typ. 13'13' 13'12' 13'13' 13'13' 12'9'12' 11' 11' 13' 11' 9' 9' 9' 9' 9' 9' 18.0' 9' 9' 9' 9' 9' 9' 18.0' 9' 9' 9' 9' 9' 9' 18.0' 9' 9' 9' 9' 9' 9' 18.0' 19 1919 20 20 17 ' 7' 13 ' 10 . 1 ' 12 . 5 ' 16 . 5 ' 8' 8' 3' CA R O L I N A B E A C H R O A D PI N E R R O A D DUNHIL L L A N E JULI A D R I V E TH E V I L L A G E A T M Y R T L E G R O V E R E T A I L 56 1 3 C A R O L I N A B E A C H R O A D WI L M I N G T O N , N C 2 8 4 0 5 22156.PE 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 ) NC L i c e n s e # : C - 2 8 4 6 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 BV C M Y R T L E G R O V E , L L C 17 6 N . M A I N S T , S U I T E 2 1 0 FL O R I D A , N Y 2 8 2 0 9 N O R T H C AROLI N A P R O F E SSIO N ENGI N E E R SEAL A L 0 3 1 5 9 1 R O BERT P . B A L L A N D 06/30/2023 VICINITY MAP SCALE: 1" = 500' SITE PROPOSED RETAIL BUILDING 150,818 SF (8) ADA PARKING SPACES SI T E P L A N C-2.1 06 / 3 0 / 2 3 1" = 3 0 ' BW S BW S RP B 30' P U B L I C UTI L I T Y E A S E M E N T EXISTING PARKING 0 15 30 60 180 SCALE: 1"=30' GRAPHIC SCALE NCGRID(NAD 8 3 / 2 0 1 1 ) SITE MA T C H L I N E - S E E S H E E T C - 2 . 2 CART CORRAL, TYP. 1 1 11 1111 1 1a1a 1a 1a 1 1 1 1 1 1 1 1111 1 1 1 1d 12 12 3 3 3 3 4 4 5 7 7 7 7 7 7 1 3 3 3 3 4 4 5 7 7 7 7 7 7 1 1 15A PROPOSED FULL DEPTH ASPHALT SECTION (TYP.)PROPOSED FULL DEPTH ASPHALT SECTION (TYP.) PROPOSED FULL DEPTH ASPHALT SECTION (TYP.) PROPOSED FULL DEPTH ASPHALT SECTION (TYP.) PROPOSED FULL DEPTH ASPHALT SECTION (TYP.) PROPOSED FULL DEPTH ASPHALT SECTION (TYP.) EXISTING COMMERCIAL EXISTING PARKING EXISTING COMMERCIAL EXISTING PARKING 11 1111 11 11 11 11 1010 12 12 12 12 10 10 10 10 10 10 10 10 10 10 10 10 10 TH E K I N G S H I G H W A Y PR I V A T E E A S E M E N T (W I D T H V A R I E S ) 13 13 13 13 14 14 14 14 14 14 1414 14141414 7 16A 17 17 17 17 16A 16 16A 16A 16A 16A 16A 16A 16A 16A 7 7 20' PU B L I C UTILI T Y E A S E M E N T EXISTING EASEMENTS ADJUSTED OR RELOCATED AS NEEDED; T.B.D. DURING ENGINEERING DESIGN AND PERMITTING. 16 15 15A15A15A15A 15 16A 7 16A 16A 7 7 FUTURE EV PARKING AREA 16 1616 KEY NOTES: CONCRETE SIDEWALK: REFER TO DETAILS HANDICAP PARKING SIGN: REFER TO DETAILS HANDICAP PARKING SYMBOL: REFER TO DETAILS HANDICAP ACCESS UNLOADING ZONE: SLOPE 2% MAX. EACH WAY (ADA COMPLIANT) AND STRIPE AS SHOWN. STANDARD 24" CURB & GUTTER: REFER TO DETAILS STREET LIGHT, TYP.: FINAL DESIGN BY OTHERS CONCRETE WHEELSTOP: REFER TO DETAILS DUMPSTER ENCLOSURE: REFER TO DETAILS HEAVY DUTY CONCRETE: REFER TO DETAILS 1 2 3 4 5 6 7 8 9 LIGHT-DUTY ASPHALT PAVEMENT: REFER TO DETAILS 10 HEAVY-DUTY ASPHALT PAVEMENT: REFER TO DETAILS 11 LIGHT-DUTY CONCRETE: REFER TO DETAILS 12 4" WHITE PAINTED STRIPE: REFER TO DETAILS14 LANDSCAPE AREA1d PIPE BOLLARD: REFER TO DETAILS15 ASPHALT OVERLAY: REFER TO DETAILS 13 STOP SIGN16 DRIVE BEACON: REFER TO DETAILS17 ELECTRIC VEHICLE CHARGING STATION: REFER TO DETAILS18 24" ROLLED CURBING: REFER TO DETAILS1a PARKING SIGN16A 15A 15A 15A 15A 15A 15A (15) BOLLARDS EQ. SPACED BY DEVELOPER. SEE DETAIL 6" HEADER CURB: REFER TO DETAILS1b 1b 1d 1b 1c FLUSH CURB: REFER TO DETAILS1c 1c 9 9 EXISTING CONTOUR16 UNDERGROUND POWER LINEUG LEGEND: OVERHEAD POWER LINE EXISTING EASEMENT EXISTING STORM DRAIN EXISTING STORM SEWER STRUCTURE W EXISTING WATER LINE SS EXISTING SEWER LINE ASPHALT OVERLAY SECTION FULL DEPTH LIGHT DUTY ASPHALT SECTION FULL DEPTH HEAVY DUTY ASPHALT SECTION HEAVY DUTY CONCRETE SECTION HEAVY DUTY ASPHALT SECTION (8) ADA PARKING SPACES PIPE BOLLARD: INSTALLED BY RETAILER15A SITE DATA TABULATION PROJECT NAME & ADDRESS:THE VILLAGE AT MYRTLE GROVE RETAIL 5613 CAROLINA BEACH ROAD WILMINGTON NC, 28401 PROPERTY OWNER:BVC MYRTLE GROVE, LLC 176 N. MAIN STREET, SUITE 210 FLORIDA, NY 10921 TAX PARCEL IDENTIFICATION #: R07614-001-010-000 PARCEL AREA:±28.55 ACRES (1,243,638 SF) CURRENT ZONING:B-2 PROPOSED BUILDING HEIGHT:30' (FRONT PARAPET WALL) 26' (ROOF) 14' (BOTTOM OF CANOPIES) PARKING STANDARDS REQUIRED PARKING - NHC UNIFIED DEVELOPMENT ORDINANCE: RETAIL SALES, GENERAL:2.5 SPACES PER 1,000 SF (150,818 SF) TOTAL REQUIRED:377 SPACES INCLUDING 8 ADA SPACES TOTAL PROVIDED:424 SPACES INCLUDING 16 ADA SPACES CA R O L I N A B E A C H R O A D PI N E R R O A D DUNHIL L L A N E JULI A D R I V E W W W W W W W W W W W W W W W W W W W W WWW 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 W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G UE UE UE UE UE UE UE UE UE U E 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 SS SS S S S S S S S S S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSS SS SS BLDG. D X X X X X TR S 8 0 ° 0 2 ' 2 5 " E 22 4 . 0 1 ' L8 S 8 0 ° 0 2 ' 0 4 " E 31 1 . 7 3 ' L 9 S 7 9 ° 4 0 ' 5 4 " E 38 3 . 1 0 ' N 10°19'06" E 198.26' S 7 9 ° 4 0 ' 5 4 " E 13 0 . 9 8 ' S 10°16'39" W 685.90' N 10°15'16" E 638.12' 3'R 10'R 3'R 3'R 10'R10'R 3'R 3'R 10'R10'R 3'R 3'R 10'R 10'R 3'R 3'R 10'R10'R 1.5'R 10'R 3'R 1.5'R 10'R 3'R 15'R 3'R 3'R 13'R 15'R 16 0 . 8 7 ' R 12'R 3'R 3'R 15'R15'R 3'R 10'R 3'R 10'R 3'R 10'R 10'R 3'R 3'R 10'R 10'R 3'R 3'R 10'R 10'R 3'R 3'R 10'R 10'R 3'R 3'R 10'R 15.5'R 10.5'R 54.4'R 500'R 3'R 10'R 19 19 19 19 9' ty p . 30 . 0 ' 18 17 17 94 . 5 ' 20 . 5 ' 127.0' 13 ' 31 . 5 ' 26 . 3 ' 25 . 7 ' 32 . 6 ' 24.0'18.0'18.0'24.1'18.0' 10.0' 18.0'24.0'36.0'24.0'36.0'24.1'36.0'24.0'36.0'24.0'36.0' 9' ty p . 9' ty p . 62 . 2 ' 26 . 8 ' 20 . 7 ' 9' 9' 9' 9' 9' 9' 18.0' 9' 9' 9' 9' 9' 9' 18.0' 19 1919 20 20 20 17 ' 7' 13 ' 10 . 1 ' 12 . 5 ' TH E V I L L A G E A T M Y R T L E G R O V E R E T A I L 56 1 3 C A R O L I N A B E A C H R O A D WI L M I N G T O N , N C 2 8 4 0 5 22156.PE 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 ) NC L i c e n s e # : C - 2 8 4 6 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 BV C M Y R T L E G R O V E , L L C 17 6 N . M A I N S T , S U I T E 2 1 0 FL O R I D A , N Y 2 8 2 0 9 N O R T H C AROLI N A P R O F E SSIO N ENGI N E E R SEAL A L 0 3 1 5 9 1 R O BERT P . B A L L A N D 06/30/2023 VICINITY MAP SCALE: 1" = 500' SITE PROPOSED RETAIL BUILDING 150,818 SF EXISTING STAPLES & SHOPS SI T E P L A N C-2.2 06 / 3 0 / 2 3 1" = 3 0 ' BW S BW S RP B EXISTING COMMERCIAL SITE MA T C H L I N E - S E E S H E E T C - 2 . 1 0 15 30 60 180 SCALE: 1"=30' GRAPHIC SCALE NCGRID(NAD 8 3 / 2 0 1 1 ) 30' P U B L I C UTI L I T Y E A S E M E N T CART CORRAL, TYP. TRUCK LOADING AREA 15A 15A 15A 15A 15A 15A 1 1 12 1d 3 3 3 3 4 4 5 7 7 7 7 7 7 1 PROPOSED FULL DEPTH ASPHALT SECTION (TYP.) 12 12 12 12 1d 1a 11 11 10 10 10 1010 10 10 13 11 11 11 11 11 11 11 11 11 11 9 EXISTING COMMERCIAL EXISTING PARKING EXISTING PARKING EXISTING PARKING PROPOSED FULL DEPTH ASPHALT SECTION (TYP.) 14 14 1414 15A 14 1d 15A 15A 15A 1 1 1 1 1 1 PROPOSED STAIRS AND RAMP, SEE ARCHITECTURAL PLANS FOR DETAILS 15A 15A 15A 15A 1b1d1b1b 1b 1a 1c EXISTING CONTOUR16 UNDERGROUND POWER LINEUG LEGEND: OVERHEAD POWER LINE EXISTING EASEMENT EXISTING STORM DRAIN EXISTING STORM SEWER STRUCTURE W EXISTING WATER LINE SS EXISTING SEWER LINE ASPHALT OVERLAY SECTION FULL DEPTH LIGHT DUTY ASPHALT SECTION FULL DEPTH HEAVY DUTY ASPHALT SECTION HEAVY DUTY CONCRETE SECTION HEAVY DUTY ASPHALT SECTION 9 10 PROPOSED TRASH COMPACTOR PROVIDED AND INSTALLED BY TARGET KEY NOTES: CONCRETE SIDEWALK: REFER TO DETAILS HANDICAP PARKING SIGN: REFER TO DETAILS HANDICAP PARKING SYMBOL: REFER TO DETAILS HANDICAP ACCESS UNLOADING ZONE: SLOPE 2% MAX. EACH WAY (ADA COMPLIANT) AND STRIPE AS SHOWN. STANDARD 24" CURB & GUTTER: REFER TO DETAILS STREET LIGHT, TYP.: FINAL DESIGN BY OTHERS CONCRETE WHEELSTOP: REFER TO DETAILS DUMPSTER ENCLOSURE: REFER TO DETAILS HEAVY DUTY CONCRETE: REFER TO DETAILS 1 2 3 4 5 6 7 8 9 LIGHT-DUTY ASPHALT PAVEMENT: REFER TO DETAILS 10 HEAVY-DUTY ASPHALT PAVEMENT: REFER TO DETAILS 11 LIGHT-DUTY CONCRETE: REFER TO DETAILS 12 4" WHITE PAINTED STRIPE: REFER TO DETAILS14 LANDSCAPE AREA1d PIPE BOLLARD: REFER TO DETAILS15 ASPHALT OVERLAY: REFER TO DETAILS 13 STOP SIGN16 DRIVE BEACON: REFER TO DETAILS17 ELECTRIC VEHICLE CHARGING STATION: REFER TO DETAILS18 24" ROLLED CURBING: REFER TO DETAILS1a PARKING SIGN16A 6" HEADER CURB: REFER TO DETAILS1b FLUSH CURB: REFER TO DETAILS1c PIPE BOLLARD: INSTALLED BY RETAILER15A SITE DATA TABULATION PROJECT NAME & ADDRESS:THE VILLAGE AT MYRTLE GROVE RETAIL 5613 CAROLINA BEACH ROAD WILMINGTON NC, 28401 PROPERTY OWNER:BVC MYRTLE GROVE, LLC 176 N. MAIN STREET, SUITE 210 FLORIDA, NY 10921 TAX PARCEL IDENTIFICATION #: R07614-001-010-000 PARCEL AREA:±28.55 ACRES (1,243,638 SF) CURRENT ZONING:B-2 PROPOSED BUILDING HEIGHT:30' (FRONT PARAPET WALL) 26' (ROOF) 14' (BOTTOM OF CANOPIES) PARKING STANDARDS REQUIRED PARKING - NHC UNIFIED DEVELOPMENT ORDINANCE: RETAIL SALES, GENERAL:2.5 SPACES PER 1,000 SF (150,818 SF) TOTAL REQUIRED:377 SPACES INCLUDING 8 ADA SPACES TOTAL PROVIDED:424 SPACES INCLUDING 16 ADA SPACES CA R O L I N A B E A C H R O A D PI N E R R O A D DUNHIL L L A N E JULI A D R I V 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 W W W W OHEOHEOHEOHEOHEOHE OH E OH E OHE RE F R I G E R A T O R S SHED N 10°32'15" E 99.72' NA D 8 3 ( 2 0 1 1 ) N: 1 4 2 2 3 4 . 7 0 E: 2 3 3 4 8 3 7 . 0 4 S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS N 09°46'41" E 54.58' S 10°42'47" W 49.31' S 7 9 ° 3 6 ' 0 8 " E 22 8 . 4 8 ' S 10°36'30" W 103.38' BLDG. D 6,500 SF FFE=29.25 SHEET 3 SHEET 4 12'R 3'R 15'R15'R 3'R 10'R 10'R 3'R 3'R 10'R 10'R 3'R 3'R 25'R 30'R 15'R 15'R 12.5'R 4.2'R 4'R 15'R 3. 2 5 ' R 3'R 4'R 25'R 3. 5 ' R 25'R 12.5'R 25.5'R 15'R 15'R 15.5'R 10.5'R 15.5'R 10.5'R 34'R 30.0' 30.0' 19.6' 24' 11'15' 24 ' 18 . 0 ' 9' typ. 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 W W W W X X X X X X X X X X UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE U E UE UE UE UE UE UE UE G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G X XX X OHEOHEOHEOHEOHEOHEOHEOHE TR SSSSSSSS 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 S 8 0 ° 1 1 ' 0 7 " E 22 4 . 1 4 ' BLDG. F 11,200 SF FFE=30.00 DO NOT BLOCK DO NOT BLOCK 3'R 10'R 3'R 10'R 3'R 10'R 10'R 3'R 10'R 30'R 25'R 25'R 361'R 15'R 15'R 15.5'R 6.5'R 40'R 41.5'R 14'R 40.5'R 10'R 2'R 3'R 9'R 4'R 6'R 20'R 5 24 . 2 ' 11' 11' 13' 11' 11'11'14'11' 11'11'11'11' 12' 15'11' 12' TH E V I L L A G E A T M Y R T L E G R O V E R E T A I L 56 1 3 C A R O L I N A B E A C H R O A D WI L M I N G T O N , N C 2 8 4 0 5 22156.PE 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 ) NC L i c e n s e # : C - 2 8 4 6 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 BV C M Y R T L E G R O V E , L L C 17 6 N . M A I N S T , S U I T E 2 1 0 FL O R I D A , N Y 2 8 2 0 9 N O R T H C AROLI N A P R O F E SSIO N ENGI N E E R SEAL A L 0 3 1 5 9 1 R O BERT P . B A L L A N D 06/30/2023 VICINITY MAP SCALE: 1" = 500' SITE PROPOSED CONCRETE MEDIAN SI T E P L A N AC C E S S I M P R O V E M E N T S C-2.3 06 / 3 0 / 2 3 1" = 3 0 ' RP B RP B RP B EXISTING PARKING EXISTING STORMWATER FACILITY FUTURE COMMERCIAL 0 15 30 60 180 SCALE: 1"=30' GRAPHIC SCALE NCGRID(NAD 8 3 / 2 0 1 1 ) EXISTING COMMERCIAL EXISTING COMMERCIAL EXISTING COMMERCIAL EXISTING COMMERCIAL PROPOSED THROUGH ACCESS TO SHOPPING CENTER EXISTING PARKING EXISTING DRIVEWAY TO BE WIDEN TO INCLUDE CONCRETE MEDIAN EXISTING PARKING EXISTING COMMERCIAL ADD PROTECTED LEFT TURN MEDIAN AS CONTROLLED ACCESS INTO EXISTING RETAIL; REALIGN/STRIPE ACCESS LANES ADD TRAFFIC CONTROL STRIPING ADD TRAFFIC CONTROL STRIPING MODIFY EXISTING LANDSCAPE ISLANDS TO ACCOMMODATE ACCESS DRIVE IMPROVEMENTS ADD PROTECTED LEFT TURN MEDIAN AS CONTROLLED ACCESS INTO EXISTING RETAIL; REALIGN/STRIPE ACCESS LANES MODIFY EXISTING LANDSCAPE ISLAND TO ACCOMMODATE ACCESS DRIVE IMPROVEMENTS EXISTING PARKING EXISTING PARKING MODIFIED LANDSCAPE ISLAND TO ACCOMMODATE ACCESS IMPROVMENTS ADD LEFT TURN LANE INTO SHOPPING CENTER'S MAIN CROSS ACCESS DRIVE EXISTING POST OFFICE WIDEN THE KINGS HWY TO 4 LANES EXISTING PARKING EXISTING PARKING 4' 60' PRIVATE ACCESS EASEMENT DB 2210 PG 942 EXISTING CURB BEGINS THIS LOCATION; MODIFIED W/ REVISED DESIGN NORTH ACCESS ENLARGEMENT SCALE: 1" = 30' CAROLINA BEACH ROAD - (US HWY 421) PUBLIC RIGHT OF WAY (WIDTH VARIES) CAROLINA BEACH ROAD - (US HWY 421) PUBLIC RIGHT OF WAY (WIDTH VARIES) TH E K I N G S H I G H W A Y PR I V A T E E A S E M E N T (W I D T H V A R I E S ) SOUTH ACCESS ENLARGEMENT SCALE: 1" = 30' 11 10 1 1 13 PROPOSED FULL DEPTH ASPHALT SECTION (TYP.) 13 PROPOSED FULL DEPTH ASPHALT SECTION (TYP.) 1 11 1 1 1 11 1 PROPOSED FULL DEPTH ASPHALT SECTION (TYP.) PROPOSED FULL DEPTH ASPHALT SECTION (TYP.) 13 13 12 13 13 13 1 1 1 1 1 1 1 1 PROPOSED FULL DEPTH ASPHALT SECTION (TYP.) PROPOSED FULL DEPTH ASPHALT SECTION (TYP.) PROPOSED FULL DEPTH ASPHALT SECTION (TYP.) PROPOSED FULL DEPTH ASPHALT SECTION (TYP.) PROPOSED FULL DEPTH ASPHALT SECTION (TYP.) PROPOSED FULL DEPTH ASPHALT SECTION (TYP.) PROPOSED FULL DEPTH ASPHALT SECTION (TYP.) 1414 14 14 14 14 14 EXISTING CONTOUR16 UNDERGROUND POWER LINEUG LEGEND: OVERHEAD POWER LINE EXISTING EASEMENT EXISTING STORM DRAIN EXISTING STORM SEWER STRUCTURE W EXISTING WATER LINE SS EXISTING SEWER LINE ASPHALT OVERLAY SECTION FULL DEPTH LIGHT DUTY ASPHALT SECTION FULL DEPTH HEAVY DUTY ASPHALT SECTION HEAVY DUTY CONCRETE SECTION HEAVY DUTY ASPHALT SECTION SITE DATA TABULATION PROJECT NAME & ADDRESS:THE VILLAGE AT MYRTLE GROVE RETAIL 5613 CAROLINA BEACH ROAD WILMINGTON NC, 28401 PROPERTY OWNER:BVC MYRTLE GROVE, LLC 176 N. MAIN STREET, SUITE 210 FLORIDA, NY 10921 TAX PARCEL IDENTIFICATION #: R07614-001-010-000 PARCEL AREA:±28.55 ACRES (1,243,638 SF) CURRENT ZONING:B-2 PROPOSED BUILDING HEIGHT:30' (FRONT PARAPET WALL) 26' (ROOF) 14' (BOTTOM OF CANOPIES) PARKING STANDARDS REQUIRED PARKING - NHC UNIFIED DEVELOPMENT ORDINANCE: RETAIL SALES, GENERAL:2.5 SPACES PER 1,000 SF (150,818 SF) TOTAL REQUIRED:377 SPACES INCLUDING 8 ADA SPACES TOTAL PROVIDED:424 SPACES INCLUDING 16 ADA SPACES KEY NOTES: CONCRETE SIDEWALK: REFER TO DETAILS HANDICAP PARKING SIGN: REFER TO DETAILS HANDICAP PARKING SYMBOL: REFER TO DETAILS HANDICAP ACCESS UNLOADING ZONE: SLOPE 2% MAX. EACH WAY (ADA COMPLIANT) AND STRIPE AS SHOWN. STANDARD 24" CURB & GUTTER: REFER TO DETAILS STREET LIGHT, TYP.: FINAL DESIGN BY OTHERS CONCRETE WHEELSTOP: REFER TO DETAILS DUMPSTER ENCLOSURE: REFER TO DETAILS HEAVY DUTY CONCRETE: REFER TO DETAILS 1 2 3 4 5 6 7 8 9 LIGHT-DUTY ASPHALT PAVEMENT: REFER TO DETAILS 10 HEAVY-DUTY ASPHALT PAVEMENT: REFER TO DETAILS 11 LIGHT-DUTY CONCRETE: REFER TO DETAILS 12 4" WHITE PAINTED STRIPE: REFER TO DETAILS14 LANDSCAPE AREA1d PIPE BOLLARD: REFER TO DETAILS15 ASPHALT OVERLAY: REFER TO DETAILS 13 STOP SIGN16 DRIVE BEACON: REFER TO DETAILS17 ELECTRIC VEHICLE CHARGING STATION: REFER TO DETAILS18 24" ROLLED CURBING: REFER TO DETAILS1a PARKING SIGN16A 6" HEADER CURB: REFER TO DETAILS1b FLUSH CURB: REFER TO DETAILS1c PIPE BOLLARD: INSTALLED BY RETAILER15A CA R O L I N A B E A C H R O A D PI N E R R O A D DUNHIL L L A N E JULI A D R I V E X X X X X X X X X X G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G X X OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OH E TR DUMPSTER DUMPSTER N 10°32'15" E 99.72' G G G G G G G G G G G G G G G G G G G G G G G G G G UE UE UE UE T B M B E L E V : 3 1 . 4 3 ' SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSS 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 S S SS X FO 60' ROADWAY EASEMENT D.B. 2170, PG. 750 60' ACCESS EASEMENT D.B. 2243, PG. 416 D.B. 2210, PG. 942 DO NOT BLOCK DO NOT BLOCK LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D L O D L O D LOD LODLOD LOD LO D LO D LO D LO D LO D LO D L O D LO D LO D LO D L O D LODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLODLOD LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LO D LODLODLODLODLOD LO D LO D L O D LOD LOD LO D L O D LO D LOD LO D LO D LO D LO D LOD LO D LO D 5'R3'R 3'R dr i v e u p NO PA R K I N G dr i v e u p NO PA R K I N G dr i v e u p dr i v e u p dr i v e u p NO PA R K I N G dr i v e u p NOPA R K I N G dr i v e u p NO PA R K I N G dr i v e u p NO PA R K I N G dr i v e u p NO PA R K I N G dr i v e u p dr i v e u p dr i v e u p dr i v e u p dr i v e u p dr i v e u p dr i v e u p NOPA R K I N G dr i v e u p dr i v e u p dr i v e u p NOPA R K I N G dr i v e u p NOPA R K I N G 5'R NOPA R K I N G dr i v e u p dr i v e u p dr i v e u p NOPA R K I N G dr i v e u p DRIVE UP BEACONS TH E V I L L A G E A T M Y R T L E G R O V E R E T A I L 56 1 3 C A R O L I N A B E A C H R O A D WI L M I N G T O N , N C 2 8 4 0 5 22156.PE 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 ) NC L i c e n s e # : C - 2 8 4 6 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 BV C M Y R T L E G R O V E , L L C 17 6 N . M A I N S T , S U I T E 2 1 0 FL O R I D A , N Y 2 8 2 0 9 VICINITY MAP SCALE: 1" = 500' SITE DATA TABULATION PROJECT NAME & ADDRESS:THE VILLAGE AT MYRTLE GROVE RETAIL 5613 CAROLINA BEACH ROAD WILMINGTON NC, 28401 PROPERTY OWNER:BVC MYRTLE GROVE, LLC 176 N. MAIN STREET, SUITE 210 FLORIDA, NY 10921 TAX PARCEL IDENTIFICATION #: R07614-001-010-000 PARCEL AREA:±28.55 ACRES (1,243,638 SF) CURRENT ZONING:B-2 LANDSCAPING CALCULATIONS: FOUNDATION PLANTINGS REQUIRED:2,514 SF ((621' X 25') + (217' X 25') = 20,950 SF X 12%) PROVIDED:2,514 SF INTERIOR PLANTING AREA REQUIRED:16,286 SF = (203,571 SF X 8%) / 144 SF = 113 TREES PROVIDED:25,882 SF 97 CANOPY TREES 25 UNDERSTORY TREES 122 TREES TOTAL PROVIDED MODIFY EXISTING ENTRANCE TO PROVIDE THROUGH ACCESS TO SHOPPING CENTER BEYOND ADA PARKING SPACES, TYP. EXISTING STAPLES & SHOPS OV E R A L L S I T E P L A N L-1.0 06 / 3 0 / 2 3 1" = 6 0 ' AH E BW S RP B EXISTING PARKING EXISTING COMMERCIAL EXISTING COMMERCIAL EXISTING PARKING 0 30 60 120 200 SCALE: 1"=60' GRAPHIC SCALE NCGRID(NAD 8 3 / 2 0 1 1 ) EXISTING CURB AND POND EDGE TO REMAIN GENERATOR & TRANSFORMERS IN ISLAND; PARKING ISLAND TREES MOVED BEHIND EQUIPMENT EXISTING STORMWATER POND TO REMAIN PROPOSED LARGE RETAIL LOADING AREA; 4 TRUCK BAY ACCESS TO BUILDING EXISTING PAVED AREA TO REMAIN EXISTING COMMERCIAL EXISTING PARKING EXISTING PARKING EXISTING COMMERCIAL EXISTING POST OFFICE LEGEND: EXISTING CONTOUR16 OVERHEAD POWER LINE EXISTING EASEMENT EXISTING STORM DRAIN EXISTING STORM SEWER STRUCTURE W EXISTING WATER LINE SS EXISTING SEWER LINE LIMIT OF PROPOSED MODIFICATIONS NEW CURB MODIFICATIONS TO TIE INTO EXISTING CURB, TYP. PEDESTRIAN CROSSWALK TO FRONT DOORS, TYP. EXISTING PARKING AREA ACCESS LANDSCAPE MEDIAN, TYP. EXISTING COMMERCIAL EXISTING COMMERCIAL EXISTING COMMERCIAL EXISTING COMMERCIAL PROPOSED RETAIL BUILDING EXISTING PARKING SERVICE DRIVE ELECTRIC VEHICLE PARKING, TYP. EXISTING UTILITY EASEMENT, TYP. TH E K I N G S H I G H W A Y PR I V A T E E A S E M E N T ( W I D T H V A R I E S ) FUTURE COMMERCIAL EXISTING PARKING EXISTING PARKING UNDERGROUND POWER LINEUG CAROLINA BEACH ROAD PUBLIC RIGHT OF WAY (WIDTH VARIES) EXISTING LEFT TURN LANE SITE PROPERTY LINE, TYP. 621' 21 7 ' PROPOSED FOUNDATION PLANTING AREA, TYP. CANOPY TREES, TYP. UNDERSTORY TREES, TYP. EXISTING VEGETATIVE BUFFER PREVIOUSLY INSTALLED; TO REMAIN UNCHANGED CANOPY TREES CODE QTY BOTANICAL / COMMON NAME SIZE RM 8 ACER RUBRUM 'BRANDYWINE' BRANDYWINE RED MAPLE 2.5" CAL MIN. HL 21 GLEDITSIA TRIACANTHOS F. INERMIS THORNLESS HONEY LOCUST 2.5" CAL MIN. LO 30 QUERCUS VIRGINIANA SOUTHERN LIVE OAK 2.5" CAL MIN. LBE 38 ULMUS PARVIFOLIA `BOSQUE` BOSQUE LACEBARK ELM 2.5" CAL MIN. UNDERSTORY TREE CODE QTY BOTANICAL / COMMON NAME SIZE RB 13 CERCIS CANADENSIS `FOREST PANSY` TM FOREST PANSY REDBUD 2.5" CAL MIN. MLG 2 MAGNOLIA G. `LITTLE GEM` DWARF SOUTHERN MAGNOLIA 15 GAL. MIN. VIT 10 VITEX AGNUS-CASTUS `SHOAL CREEK` CHASTE TREE 2.5" CAL. MIN., MULTI-STEM SHRUBS CODE QTY BOTANICAL / COMMON NAME CONTAINER BBB 6 BUDDLEIA X LO & BEHOLD `BLUE CHIP JR` DWARF BLUE CHIP BUTTERFLY BUSH 3 GAL DYH 574 ILEX VOMITORIA `NANA` DWARF YAUPON 3 GAL LOR CF 44 LOROPETALUM C. `CRIMSON FIRE` CRIMSON FIRE LOROPETALUM 7 GAL LOR 140 LOROPETALUM C. `RUBY` RUBY LOROPETALUM 7 GAL POD 67 PODOCARPUS MACROPHYLLUS PODOCARPUS YEW 15 GAL SR 84 SERENOA REPENS SAW PALMETTO 3 GAL CGY 25 YUCCA FILAMENTOSA `COLOR GUARD` COLOR GUARD YUCCA 3 GAL ORNAMENTAL GRASSES CODE QTY BOTANICAL / COMMON NAME CONTAINER PM 436 MUHLENBERGIA CAPILLARIS PINK MUHLY 3 GAL DSG 47 PANICUM VIRGATUM `DALLAS BLUES` DALLAS BLUES SWITCH GRASS 7 GAL PNW 15 PANICUM VIRGATUM `NORTH WIND` NORTHWIND SWITCH GRASS 3 GAL GROUND COVERS CODE QTY BOTANICAL / COMMON NAME CONT AJ 857 TRACHELOSPERMUM A. `ASIATIC` ASIATIC JASMINE 1 GAL PLANT SCHEDULE ALTERNATE 1: TRANSPLANT 14 EXISTING 5-7" LIVE OAKS IN EXISTING KINGS HIGHWAY MEDIAN TO THIS LOCATION IN PLACE OF 7 LO, 6 RM ALL TREES FROM EXISTING INTERIOR LANDSCAPE ISLANDS REMOVED; NEW PLANT MATERIAL TO BE PLACED IN NEW INTERIOR LANDSCAPE ISLANDS EXISTING KINGS HIGHWAY LANDSCAPE MEDIANS TO BE REVISED AND REPLANTED; SEE ALTERNATE 1 NOTES THIS SHEET FOR EXISTING TREE REMOVAL CANOPY TREE, TYP.; PLACE ALL TREES OUTSIDE OF OR AT THE FAR EDGE OF EXISTING UTILITY EASEMENTS TO MINIMIZE UTILITY CONFLICTS EXISTING LANDSCAPE TO REMAIN LANDSCAPE NOTES: 1.SEE NOTES SHEET L1.3 PAVED SIDEWALK AROUND BUILDING, TYP. CANOPY TREES, TYP. 1823 R E G I S T E R E D L A N D S C A P E A R C H I TECT N O R T H C A R O L I N A A L L I S O N H. E N G E B R E T S ON06/30/23 REALIGNED LANDSCAPE ISLAND IN RECONSTRUCTED PARKING AREA, TYP. CA R O L I N A B E A C H R O A D PI N E R R O A D DUNHIL L L A N E JULI A D R I V E X X X X X X X X X X X X X G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G SS LP G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G LP SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSS SS SS SS SS SS SSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS 30 30 30 25 25 25 25 25 25 2525 UE UE UE UE LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D L O D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD W NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G UEUEUE NO PA R K I N G (6)PM (40)AJ (2)LBE (19)DYH (6)PM (40)AJ (2)LBE (19)DYH (6)PM (40)AJ (2)LBE (19)DYH(40)AJ (19)DYH (6)PM (2)LBE (27)DYH (1)VIT (3)LOR CF (3)LOR CF (1)VIT (27)DYH (3)LOR CF (1)VIT (27)DYH (3)LOR CF (1)VIT (26)DYH (2)LO (27)DYH (9)PM (2)LO (27)DYH (9)PM (16)PM (19)DYH (2)LO (16)PM (19)DYH (2)LO (16)PM (19)DYH (2)LO (16)PM (19)DYH (2)LO (21)DYH (8)PM (2)LO (48)AJ(48)AJ(48)AJ(48)AJ (52)AJ (52)AJ (41)AJ (28)AJ (2)LO (3)PM (11)DYH (40)LOR (19)DSG (4)HL (3)PM (5)SR (9)PM (3)HL (12)PM (9)SR (6)PM (40)AJ (2)LBE (19)DYH (12)POD (11)CGY (2)MLG(14)LOR CF (6)PNW(3)VIT (43)DYH (3)VIT (6)CGY (23)DYH (6)PNW (8)POD (12)PM (15)SR (3)HL (3)LOR CF (3)PM (3)LOR CF (9)SR (5)PM (8)HL (1)LO (13)SR (11)PM (19)LOR (17)DSG (4)RB (7)PM (5)SR (8)RM (7)LO (3)HL (19)SR (3)LOR CF (19)PM TH E V I L L A G E A T M Y R T L E G R O V E R E T A I L 56 1 3 C A R O L I N A B E A C H R O A D WI L M I N G T O N , N C 2 8 4 0 5 22156.PE 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 ) NC L i c e n s e # : C - 2 8 4 6 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 BV C M Y R T L E G R O V E , L L C 17 6 N . M A I N S T , S U I T E 2 1 0 FL O R I D A , N Y 2 8 2 0 9 VICINITY MAP SCALE: 1" = 500' SITE PROPOSED RETAIL BUILDING LA N D S C A P E P L A N E N L A R G E M E N T L-1.1 06 / 3 0 / 2 3 1" = 3 0 ' AH E BW S RP B TH E K I N G ' S H I G H W A Y P R I V A T E A C C E S S E A S E M E N T 0 15 30 60 180 SCALE: 1"=30' GRAPHIC SCALE NCGRID(NAD 8 3 / 2 0 1 1 ) SITE MA T C H L I N E - S E E S H E E T L - 1 . 2 PARKING PERIMETER PLANTING ALONG KINGS HIGHWAY PROPOSED FOUNDATION PLANTING AREA.; CURB AROUND LANDSCAPE AREAS AT FRONT AND SIDE OF BUILDING, TYP. CANOPY TREES LOCATED AT EDGE OF EXISTING UTILITY EASEMENTS; AVOID UTILITY CONFLICTS WHEN POSSIBLE, TYP. INTERIOR LANDSCAPE ISLAND, TYP. EXISTING VEGETATIVE BUFFER PREVIOUSLY INSTALLED; TO REMAIN UNCHANGED ALTERNATE 1: TRANSPLANT 14 EXISTING 5-7" LIVE OAKS IN EXISTING KINGS HIGHWAY MEDIAN TO THIS LOCATION IN PLACE OF 7 LO, 8 RM PROPERTY LINE, TYP. 1823 R E G I S T E R E D L A N D S C A P E A R C H I TECT N O R T H C A R O L I N A A L L I S O N H. E N G E B R E T S ON06/30/23 SOD OUTSIDE OF LANDSCAPE BED; MATCH EXISTING SOD ALONG THE KING'S HIGHWAY, TYP. SITE DATA TABULATION PROJECT NAME & ADDRESS:THE VILLAGE AT MYRTLE GROVE RETAIL 5613 CAROLINA BEACH ROAD WILMINGTON NC, 28401 PROPERTY OWNER:BVC MYRTLE GROVE, LLC 176 N. MAIN STREET, SUITE 210 FLORIDA, NY 10921 TAX PARCEL IDENTIFICATION #: R07614-001-010-000 PARCEL AREA:±28.55 ACRES (1,243,638 SF) CURRENT ZONING:B-2 CA R O L I N A B E A C H R O A D PI N E R R O A D DUNHIL L L A N E JULI A D R I V E G G G G G G G G G G G G G G G G G G G G G G G G U E 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 SS S S S S S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS X X X X X LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLOD L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LOD LO D LO D LO D LODLODLODLODLODLODLODLODLODLOD LO D LO D LOD LOD LO D LO D LO D LO D (3)LOR CF (1)VIT (27)DYH (3)LOR CF (1)VIT (26)DYH (2)LO (27)DYH (9)PM (52)AJ (4)LBE (34)PM (8)RB (18)PM (3)LBE (31)DYH (6)PM (53)AJ (40)AJ (40)AJ (48)AJ (48)AJ (53)AJ (31)DYH (17)PM (1)RB (1)LBE (1)LO (16)PM (19)DYH(2)LO (16)PM (19)DYH(2)LO (2)LBE (19)DYH (13)POD (3)PNW (8)CGY (3)POD(8)DYH (4)LBE (18)LOR TH E V I L L A G E A T M Y R T L E G R O V E R E T A I L 56 1 3 C A R O L I N A B E A C H R O A D WI L M I N G T O N , N C 2 8 4 0 5 22156.PE 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 ) NC L i c e n s e # : C - 2 8 4 6 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 BV C M Y R T L E G R O V E , L L C 17 6 N . M A I N S T , S U I T E 2 1 0 FL O R I D A , N Y 2 8 2 0 9 VICINITY MAP SCALE: 1" = 500' SITE PROPOSED RETAIL BUILDING EXISTING STAPLES & SHOPS LA N D S C A P E P L A N E N L A R G E M E N T L-1.2 06 / 3 0 / 2 3 1" = 3 0 ' AH E BW S RP B SITE MA T C H L I N E - S E E S H E E T L - 1 . 1 0 15 30 60 180 SCALE: 1"=30' GRAPHIC SCALE NCGRID(NAD 8 3 / 2 0 1 1 ) INTERIOR LANDSCAPE ISLAND, TYP. EXTENT OF LANDSCAPE MODIFICATIONS ALONG EXISTING PARKING PROPOSED FOUNDATION PLANTING AREA.; CURB AROUND LANDSCAPE AREAS AT FRONT AND SIDE OF BUILDING, TYP. 1823 R E G I S T E R E D L A N D S C A P E A R C H I TECT N O R T H C A R O L I N A A L L I S O N H. E N G E B R E T S ON06/30/23 MATCH LINE - SEE SHEET L-1.4 PROPOSED LIGHT, TYP. SITE DATA TABULATION PROJECT NAME & ADDRESS:THE VILLAGE AT MYRTLE GROVE RETAIL 5613 CAROLINA BEACH ROAD WILMINGTON NC, 28401 PROPERTY OWNER:BVC MYRTLE GROVE, LLC 176 N. MAIN STREET, SUITE 210 FLORIDA, NY 10921 TAX PARCEL IDENTIFICATION #: R07614-001-010-000 PARCEL AREA:±28.55 ACRES (1,243,638 SF) CURRENT ZONING:B-2 CA R O L I N A B E A C H R O A D PI N E R R O A D DUNHIL L L A N E JULI A D R I V E OHEOHEOHEOHEOHEOHE OH E OH E OHE RE F R I G E R A T O R S SHED N 10°32'15" E 99.72' NA D 8 3 ( 2 0 1 1 ) N: 1 4 2 2 3 4 . 7 0 E: 2 3 3 4 8 3 7 . 0 4 LP T B M B E L E V : 3 1 . 4 3 ' S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS N 09°46'41" E 54.58' S 10°42'47" W 49.31' S 7 9 ° 3 6 ' 0 8 " E 22 8 . 4 8 ' S 10°36'30" W 103.38' SHEET 3 SHEET 4 LODLODLODLODLODLOD L O D LO D LO D LO D LO D LO D LODLODLOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLOD LO D LO D LO D L O D L O D LOD LOD LOD L O D LO D LO D LO D L O D LO D LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D LO D 3'R (48)AJ (48)AJ (53)AJ (31)DYH (17)PM (1)LBE (16)PM (19)DYH(2)LO (16)PM (19)DYH(2)LO (1)LBE (24)LOR (25)PM (4)LBE (18)LOR (36)PM (3)LBE (17)LOR (25)PM (3)LBE (12)LOR (25)PM TH E V I L L A G E A T M Y R T L E G R O V E R E T A I L 56 1 3 C A R O L I N A B E A C H R O A D WI L M I N G T O N , N C 2 8 4 0 5 22156.PE 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 ) NC L i c e n s e # : C - 2 8 4 6 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 BV C M Y R T L E G R O V E , L L C 17 6 N . M A I N S T , S U I T E 2 1 0 FL O R I D A , N Y 2 8 2 0 9 VICINITY MAP SCALE: 1" = 500' SITE LA N D S C A P E P L A N E N L A R G E M E N T L-1.3 06 / 3 0 / 2 3 1" = 3 0 ' BW S BW S RP B 0 15 30 60 180 SCALE: 1"=30' GRAPHIC SCALE NCGRID(NAD 8 3 / 2 0 1 1 ) 1823 R E G I S T E R E D L A N D S C A P E A R C H I TECT N O R T H C A R O L I N A A L L I S O N H. E N G E B R E T S ON06/30/23 NORTH ACCESS DRIVE LANDSCAPE CAROLINA BEACH ROAD MATCH LINE - SEE SHEET L-1.2 SITE DATA TABULATION PROJECT NAME & ADDRESS:THE VILLAGE AT MYRTLE GROVE RETAIL 5613 CAROLINA BEACH ROAD WILMINGTON NC, 28401 PROPERTY OWNER:BVC MYRTLE GROVE, LLC 176 N. MAIN STREET, SUITE 210 FLORIDA, NY 10921 TAX PARCEL IDENTIFICATION #: R07614-001-010-000 PARCEL AREA:±28.55 ACRES (1,243,638 SF) CURRENT ZONING:B-2