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HomeMy WebLinkAbout2019-029 The Pinnacle_6-9-21 ZONING SETMB 17, PG 19 MB 17, PG 19MB 17, PG 19 1ƒ ( 6ƒ : 6   ƒ       (         6   ƒ       (         6   ƒ       (         6   ƒ       (         1ƒ ( 1   ƒ       :         6ƒ ( 45.99 1ƒ ( 75.22 6    ƒ       ( 1 2 4 . 0 9 1ƒ ( 1    ƒ       :                  MA R K E T S T R E E T A C C E S S PU B L I C R / W ( W I D T H V A R I E S ) US HWY 17 PUBLIC R/W (WIDTH VARIES) LARGE DITCH RBS @ DISTURBED EIP RBS @ DISTURBED EIP ERB EIP RBS EIP RBS ERB ERB EIP ERBEIP 97.30 139.24 1ƒ ( 26.76 ERB EIPEIP EIP EIP AXLE RBS RBS ERB ECM RBS DITCH ALONG LINES DRAINAGE DITCH SOUTH OF LINE GRAVEL DRIVE 5' 30' 30' UTILITY / SEWER /DRAINAGE EASEMENT MB 37, PG 233 MB 46, PG 306 N/F MCINTYRE N/F SAGEWOOD REVISION MB 46, PG 306 N/F BARTOLOME N/F FUTCH CREEK PROPERTIES, LLC MB 33, PG 123 N/F GREEN EIP CP N/F GREENE N/F FIRST BAPTIST CHURCH TRUSTEES N/F REDDICK N/F REDDICK N/F 6943 MARKET, LLC N/F NIXON N/F MCINTYRE EIP 6ƒ : 103.20 1ƒ ( 1ƒ : 33.46 1ƒ ( 1.28 6ƒ :  6ƒ ( 105.47 6ƒ : 40.20 1   ƒ       :         1   ƒ       :         6    ƒ       ( 83 . 6 3 6   ƒ       ( 10 0 . 0 0 1ƒ ( 47.17 6    ƒ       ( 10 0 . 0 5 ERB 1ƒ :28.60 +/- 30' CORRIDOR-DEDICATED WIDTH UNCERTAIN FU T C H C R E E K R D FENCE LINE NAV D 8 8 SSMH TOP-39.5 INV-32.5 TO P E D G E O F L A R G E D R A I N A G E D I T C H 39 40 41 42 43 45 44 46 46 45 43 44 45 42 41 40 39 40 40 42 41 42 42 43 41 43 42 41 4 3 4 4 44 45 4 6 47 46 4 8 49 48 37 40 45 45 45 40 4 4 44 41 46 46 ZONING: CZD R-7 ZONING: R-15 ZONING: R-15 USE: MULTI FAMILY RES. USE: SINGLE FAMILY RES. ZONING: R-15 USE: SINGLE FAMILY RES. USE: CHURCH ZONING: B-1 USE: COMMERCIAL ZONING: CZD B-1 USE: COMMERCIAL ZONING: R-15 USE: SINGLE FAMILY RES. ZONING: R-15 USE: VACANT ZONING: R-15 USE: VACANT ZONING: R-15 USE: SINGLE FAMILY RES. ZONING: R-15 USE: SINGLE FAMILY RES. STORMWATER BASIN PROP. BUILDING PROP. BUILDING PROP. BUILDING PROP. BUILDING PR O P . B U I L D I N G PR O P . B U I L D I N G PR O P . B U I L D I N G PR O P . B U I L D I N G 8-O9-O 7-HOLLY 10-O10-O 7-HOLLY 7-HOLLY 5-HOLLY 5-HOLLY 6-HOLLY 19-P15-P 11-O 9-O 10-O 9-O 10-O 13-O 11-O 8-O 5-HOLLY 15-O 15-O 14-P 17-P 15-P 10-O 10-O 5-HOLLY 8-O 14-O 18-P 8-O 8-O 10-O 8-O 8-MAPLE 9-O 28-P 9-O 15-P 15-P 17-P 23-P 15-P 15-P 10-O 14-O 8-O 11-O 10-O 12-O 12-O 12-O10-O 12-SG 18-P 4-HOLLY 16-P 15-P 17-P 16-P 9-O 11-O 16-P 21-P 10-O 10-O 12-P 21-P 9-SG 14-O 10-O 9-O 14-O 10-O 16-P 10-O 18-P 16-P5-MAG 15-P8-O 8-O 9-SG 14-P 17-P 6-HOLLY 10-O 9-O 8-O 13-O 10-O 11-O 9-O 10-O 12-O 13-O 9-O 13-O 12-O 13-O9-O 12-O 10-O 13-P8-O 21-P 9-O 12-O 9-O 17-P 9-O 10-O 15-P 10-O9-O 20-P 14-P 17-P 12-P 16-P 19-P 10-O 11-O 10-MAPLE 12-MAPLE 12-MAPLE 15-P 10-O 9-O 17-P 10-O 10-O 10-O 11-O 12-O 13-P 9-O 9-O 9-O 10-O 11-O 8-O 9-O 9-O 5-HOLLY 13-P 13-P 16-P 6-HOLLY 14-P 15-P 16-O 10-O 15-P 12-O 4-HOLLY 8-O 6-HOLLY 11-O14-SG 14-SG 12-O 10-O 19-P 17-P 14-O 13-O 8-O 6-HOLLY 15-O9-O17-P 5-HOLLY 11-O12-O 17-O 5-HOLLY 22-P 13-O 10-O 4-HOLLY 5-HOLLY 12-O 5-HOLLY 12-O 9-O 9-O 10-O 13-O 18-SG 9-SG 10-O 11-O 11-O 9-O 11-O 9-O 5-HOLLY 11-O 13-O 16-O 9-O 10-O 11-O 11-O 17-P10-O 5-HOLLY 11-O 18-P 16-P 8-O 15-P 8-O9-O 11-O 10-SG 8-O 11-O 10-SG 15-P 14-O 12-SG 18-O 14-O 18-P 12-O 12-O 13-O 16-P 10-O 10-O 10-O 8-O 8-O 17-P 17-P 17-P 9-O 20-P 16-P 10-O 9-O 18-O 18-P 10-SG 22-P 12-O 9-MAPLE 21-P 16-P 23-P 16-P 22-P 21-P 21-P 12-O 21-P 9-O 27-P 16-P 17-P 12-O 16-O 8-SG 10-SG 16-O 13-O 9-SG 9-SG 11-O 9-O 12-SG 15-P 9-O 9-SG 9-SG 10-SG 17-SG 18-SG 23-SG 22-P 23-P 10-O 15-SG 11-O 9-O 12-O 12-O 13-SG20-O 15-O 15-O 11-SG 10-SG 11-O 19-SG 14-P 19-P 24-P 13-O 12-O 8-O 19-P 13-O 13-O 21-P 10-O 11-O 15-P 16-P 11-O 13-O 10-O 12-P 15-P13-P 12-P 15-P 18-P 8-O 12-O 12-O 9-O 11-O 9-SG 9-MAPLE 14-P 15-P 15-P 12-MAPLE 18-P 11-MAPLE 10-O 13-P 18-P 12-P 15-P 10-O 9-O 11-O 8-O 9-O 14-O 19-P 11-O 11-O 19-P 12-P21-P 15-P 17-P 10-O 11-O 13-SG 12-O 10-O 12-O 9-O 9-O15-O 11-O 8-O 12-O 10-O 12-O 16-P 10-O 12-O16-P 13-O 16-O 17-P 9-O 9-MAPLE 14-MAPLE 14-MAPLE 18-O 12-O 15-O 15-O 13-O 13-SG 13-SG 13-P 22-P 13-P 9-O 16-P 8-O 9-O 10-O 14-P 10-O 9-O 8-O 10-O 9-O 19-P 10-O 16-P 11-O 15-O 15-O 10-O 12-O 4-HOLLY 13-O 24-P 18-P 11-O 11-O 8-O 10-SG 16-P 13-O 10-O 16-O 22-P 4-HOLLY 11-MAPLE 10-O 17-P 16-P 13-O8-O 9-O 12-P 17-P 8-SG 13-O 10-O 6-MAG 24-P SIG. TREE SIG. TREE SIG. TREE EX. 8" SS MAIN EX. GRAVEL DRIVE EX. BLOCK WALL AROUND LIGHT POLE EX. F.H. EX. SSMH TOP: 40.8 INV: 30.9 EX. W.M. EX. G.M. 11-O SIG. TREE 47 EX. 16" WATER MAIN PR O P . B U I L D I N G PR O P . B U I L D I N G 13-P EXISTING WATERS OF THE U.S. DITCH APPROVED FOR FILL. E X I S T I N G D I T C H EX. DRIVEWAY PIPE C-0 1 EX I S T I N G C O N D I T I O N S & T R E E R E M O V A L P L A N 1" = 40' REVISIONS PROJECT NUMBER: DRAWING NUMBER: CHECKED: APPROVED: DRAWN: DATE: SCALE: SHEET SIZE: CLIENT INFORMATION: VICINITY MAP (NOT TO SCALE): 2019-029 CLIENT INFORMATION: Redland Development, INC 6622-A Gordon Rd. Wilmington, NC 28405 OF 11 JAE CDC CDC 24x36 6/9/2021 PRE L I M I N A R Y DRA W I N G D O N O T U S E FOR C O N S T R U C T I O N US 1 7 MA R K E T S T SIT E 80'40'20'40'0' Scale: 1"=40' SITE DATA PARCEL ID:R02900-003-032-000 CURRENT ZONING:RMF-L(CZD) & CB(CZD) PROJECT ADDRESS:8814 MARKET ST WILMINGTON, NC 28411 CURRENT OWNER:REDLAND DEVELOPMENT INC. 6622A GORDON ROAD WILMINGTON, NC 28411 TOTAL ACREAGE IN PROJECT BOUNDARY: 311,484 S.F. (7.15 AC.) EXISTING IMPERVIOUS AREA:0 S.F. (SITE IS VACANT) SOIL TYPE:Le (Leon Sand)57.8% Ly (Lynn Haven Fine sand) 42.2% (Per the USDA websoil survey map ) MITIGATION REQUIRED FOR REMOVAL OF SIGNIFICANT TREES QTY SIZE TYPE REPLACEMENT TREE QTY 3 24"PINE 144.00 1 27"PINE 54.00 1 28" PINE 56.00 TOTAL REPLACEMENT INCHES 254 SITE NOTES: 1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY LAND DEVELOPMENT CODE. 2. PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY REGULATIONS. 3. EXISTING SURVEY INFORMATION PROVIDED BY GARY W. KEYES LAND SURVEYING, PC. 4. THIS LOT IS LOCATED IN ZONE X AS PER FIRM COMMUNITY# 370168, MAP# 3720326000K, EFFECTIVE ON 08/28/2018. 5. WETLANDS REVIEWED BY SOUTHERN ENVIRONMENTAL GROUP AND CONFIRMED BY USCOE. EXISTING WATERS OF THE U.S. DITCH APPROVED FOR FILL. NO OTHER WETLANDS EXIST ON SITE. TREE PRESERVATION NOTES: 1. PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, APPROVED TREE PROTECTION FENCING, SUCH AS SAFETY BARRIER FENCING, A WOODEN SLAT SNOW FENCE OR WIRE FENCE, SHALL BE INSTALLED AROUND PROTECTED TREES OR TREE STANDS LOCATED IN CONSTRUCTION AREAS OR OTHER SITE AREAS THAT WILL BE DISTURBED BY CONSTRUCTION ACTIVITIES. THE FENCING SHALL BE A MINIMUM OF FOUR FEET IN HEIGHT AND BE OF DURABLE CONSTRUCTION. TREE PROTECTIVE FENCING SHALL REMAIN IN PLACE THROUGH COMPLETION OF CONSTRUCTION ACTIVITIES. 2. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING. 3. IF AN EXISTING TREE RETAINED TO COMPLY WITH THE STANDARDS OF THIS SECTION IS DESTROYED, SUBSTANTIALLY DAMAGED, OR DIES AS A RESULT OF NEGLIGENCE ON THE PART OF THE PROPERTY OWNER WITHIN THREE YEARS AFTER COMPLETION OF CONSTRUCTION, THEN REPLACEMENT TREES SHALL BE PLANTED ON THE SITE WITH A TOTAL DIAMETER EQUAL TO TWICE THE DIAMETER OF THE RETAINED TREE. A MINIMUM GROWING AREA OF 144 SQUARE FEET SHALL BE PROVIDED FOR EACH REPLACEMENT TREE. IF THE PLANNING DIRECTOR DETERMINES IT IS INFEASIBLE OR FOR REPLACEMENT TREE(S) TO BE ACCOMMODATED ON THE SITE, THEN A PAYMENT 0$<%(0$'(727+(&2817<¶675((,03529(0(17)81'(48,9$/(17727+( PRICING STANDARDS IN THE COUNTY FEE SCHEDULE. PROPERTY LINE ADJOINERS WATERS OF THE U.S. SILTFENCE LIMITS OF DISTURBANCE TREES TO BE REMOVED LEGEND MB 17, PG 19 MB 17, PG 19MB 17, PG 19 MA R K E T S T R E E T A C C E S S PU B L I C R / W ( W I D T H V A R I E S ) US HWY 17 PUBLIC R/W (WIDTH VARIES) GRAVEL DRIVE 30' UTILITY / SEWER /DRAINAGE EASEMENT MB 37, PG 233 MB 46, PG 306 N/F MCINTYRE N/F SAGEWOOD REVISION MB 46, PG 306 N/F BARTOLOME N/F FUTCH CREEK PROPERTIES, LLC MB 33, PG 123 N/F GREEN N/F GREENE N/F FIRST BAPTIST CHURCH TRUSTEES N/F REDDICK N/F REDDICK N/F 6943 MARKET, LLC N/F NIXON N/F MCINTYRE +/- 30' CORRIDOR-DEDICATED WIDTH UNCERTAIN FU T C H C R E E K R D FENCE LINE NAV D 8 8 SSMH TOP-39.5 INV-32.5 39 40 41 42 43 45 44 46 46 45 43 44 45 42 41 40 39 40 40 42 41 42 42 43 41 43 42 41 4 3 4 4 44 45 4 6 47 46 4 8 49 48 37 40 45 45 45 40 4 4 44 41 46 46 20 ' B U F F E R & S I D E S E T B A C K 20' BUFFER 20 ' B U F F E R & S I D E S E T B A C K ZONING: CZD R-7 ZONING: R-15 ZONING: R-15 USE: MULTI FAMILY RES. USE: SINGLE FAMILY RES. ZONING: R-15 USE: SINGLE FAMILY RES. USE: CHURCH ZONING: B-1 USE: COMMERCIAL ZONING: CZD B-1 USE: COMMERCIAL ZONING: R-15 USE: SINGLE FAMILY RES. ZONING: R-15 USE: VACANT ZONING: R-15 USE: VACANT ZONING: R-15 USE: SINGLE FAMILY RES. ZONING: R-15 USE: SINGLE FAMILY RES. PROPOSED 2-STORY COMMERCIAL BUILDING (8,000 GFA) FFE: 48.25 9 116 12 14 9 10 13 3 4 9 7 11 6 6 15 9 8 2 0 ' B U F F E R & S I D E S E T B A C K 13-O 10-O 9-O 11-O 8-O 9-O 14-O 19-P 11-O 11-O 19-P 12-P21-P 15-P 17-P 10-O 11-O 13-SG 12-O 10-O 12-O 9-O 9-O15-O 11-O 6-HOLLY HOLLY CLUSTER 8-O 12-O 10-O 12-O 16-P 10-O 12-O16-P 13-O 16-O 17-P 9-O 9-MAPLE 14-MAPLE 14-MAPLE 18-O 12-O 15-O 15-O 13-O 13-SG 13-SG 13-P 22-P 13-P 9-O 16-P 8-O 14-P 10-O 9-O 10-O 9-O 11-O 15-O 15-O 10-O 12-O 4-HOLLY 13-O 18-P 11-O 10-O 16-O 11-MAPLE 10-O 9-O 12-P 17-P 8-SG CB(CZD) OUTPARCEL (1.04 AC) 10' BUFFER 20 ' S I D E S E T B A C K 2 0 ' S I D E S E T B A C K 18 . 7 5 ' S H O D S I D E S E T B A C K 25' REAR SETBACK 26.7' 20' SIDE SETBACK 24' 18' (TYP) 9' (TYP) 9' (TYP) 27' (TYP) ƒ 24 ' 14' 14 ' 24' 24 ' 24' 14' 8' (TYP) 5' SIDEWALK (TYP) EX. 8" SS MAIN UP EX. GRAVEL DRIVE EX. BLOCK WALL AROUND LIGHT POLE EX. F.H. EX. SSMH TOP: 40.8 INV: 30.9 20' BUFFER & SIDE SETBACK FENCED COMPACTING TRASH DUMPSTER, RECYCLING DUMPSTER & CONCRETE PAD (SEE ARCHITECTURAL DETAILS BY OTHERS) R25' R25' R25' R25 ' R25' R25' R25' R25' R25' R25' R25' R25' 24 ' 22' (TYP) UP UP EX. W.M. EX. G.M. 255 sf 335 sf 255 sf 285 sf 225 sf 240 sf 285 sf 260 sf 220 sf 330 sf29 0 s f 230 sf19 0 s f 500 sf 290 sf 315 sf 270 sf 525 sf 230 sf 14' 12 ' 47 EX. 16" WATER MAIN PROPOSED WET DETENTION BASIN TOB:41.0 FP:36.9 NP:35.0 BTM:28.0 28.0 36.9 41.0 35.0 31.0 25' REAR SETBACK PROP. LOT LINE (TYP) PROP. LOT LINE (TYP) 18' (TYP) 9' (TYP) 18' (TYP) 9' (TYP) UP UP UP UP UP UP UP UP UP 10' BUFFER 1 0 ' B U F F E R 30' 30' P U B L I C D . E . 30' P.D.E. 30 ' P . D . E . ONE WAY/ DO NOT ENTER SIGN ADA PARKING SIGN (TYP) ON E WA Y ONE WAY ON E WA Y ONE WAY 13-P EXISTING WATERS OF THE U.S. DITCH APPROVED FOR FILL. PR O P O S E D B U I L D I N G # 9 (3 ) 2 B D R M & ( 2 ) 3 B D R M U N I T S FF E : 4 2 . 5 PR O P O S E D B U I L D I N G # 1 (3 ) 2 B D R M & ( 2 ) 1 B D R M U N I T S FF E : 4 2 . 5 PR O P O S E D B U I L D I N G # 2 (3 ) 2 B D R M & ( 2 ) 1 B D R M U N I T S FF E : 4 2 . 5 PR O P O S E D B U I L D I N G # 3 (3 ) 2 B D R M & ( 2 ) 1 B D R M U N I T S FF E : 4 2 . 5 PR O P O S E D B U I L D I N G # 4 (3 ) 2 B D R M & ( 2 ) 1 B D R M U N I T S FF E : 4 2 . 5 PR O P O S E D B U I L D I N G # 5 (6 ) 2 B D R M & ( 2 ) 3 B D R M U N I T S FF E : 4 2 . 5 PROPOSED BUILDING #6 (7) 2 BDRM & (2) 3 BDRM UNITS FFE: 46.25 PROPOSED BUILDING #7 (7) 2 BDRM & (2) 3 BDRM UNITS FFE: 44.0 PROPOSED BUILDING #8 (7) 2 BDRM & (2) 3 BDRM UNITS FFE: 43.25 E X I S T I N G D I T C H EX. DRIVEWAY PIPE C-1 2 1" = 40' REVISIONS PROJECT NUMBER: DRAWING NUMBER: CHECKED: APPROVED: DRAWN: DATE: SCALE: SHEET SIZE: CLIENT INFORMATION: VICINITY MAP (NOT TO SCALE): 2019-029 CLIENT INFORMATION: Redland Development, INC 6622-A Gordon Rd. Wilmington, NC 28405 OF 11 JAE CDC CDC 24x36 6/9/2021 PRE L I M I N A R Y DRA W I N G D O N O T U S E FOR C O N S T R U C T I O N US 1 7 MA R K E T S T SIT E SI T E P L A N 80'40'20'40'0' Scale: 1"=40' DEVELOPMENT NOTES: 1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY LAND DEVELOPMENT CODE. 2.PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY REGULATIONS. SITE DATA OVERALL SITE DATA: PARCEL ID:R02900-003-032-000 CURRENT ZONING:RMF-L(CZD) & CB(CZD) PROJECT ADDRESS:8814 MARKET ST WILMINGTON, NC 28411 CURRENT OWNER:REDLAND DEVELOPMENT INC. 6622A GORDON ROAD WILMINGTON, NC 28411 TOTAL ACREAGE IN PROJECT BOUNDARY:311,484 S.F. (7.15 AC.) BUILDING HEIGHT (ALL BUILDINGS):2-STORY (35' MAX) PROPOSED IMPERVIOUS AREAS: BUILDINGS 60,130 S.F. ASPHALT PARKING 83,770 S.F. CONCRETE SIDEWALK, C&G, ETC.14,715 S.F. TOTAL 158,615 S.F (50.9%) ESTIMATED TRIP GENERATION (Per Trip Generation Manual): 60 D.U. (ITE CODE 230) AM PEAK: 26 PM PEAK: 31 DAILY: 349 8,000 SF OFFICE (ITE CODE 710) AM PEAK: 12 PM PEAK: 12 DAILY: 88 TOTAL TRIPS: AM PEAK: 38 PM PEAK: 43 DAILY : 437 EXISTING SEWER AND WATER DEMAND: 0 GPD PROPOSED SEWER AND WATER DEMAND:16,100 GPD RMF-L(CZD) SITE DATA: RMF-L(CZD) ACREAGE:266,219 S.F. (6.11 AC.) PROPOSED USE (RMF-L CZD)RESIDENTIAL TOWN HOMES DENSITY:60 DU/6.11 AC.= 9.8 DU/AC PARKING REQUIRED (RMF-L CZD): (2 Space per D.U.): 60 D.U.=120 SPACES PARKING PROVIDED (RMF-L CZD):126 SPACES (5 ADA) INTERIOR PARKING AREA REQUIREMENT (RMF-L CZD): (8% OF PARKING AREA) REQUIRED: 62,655 S.F. X .08 =5,012 S.F. PROVIDED:6,265 S.F. TOTAL OPEN SPACE REQUIREMENT: (10% OF RMF-L CZD SITE AREA) 6.11 AC. X 10%= 0.61 AC PROVIDED:1.53 AC CB(CZD) SITE DATA: CB(CZD) ACREAGE:45,265 (1.04 AC.) PROPOSED USE (CB CZD):RETAIL/OFFICE/PERSONAL SERVICES BUILDING SIZE(CB CZD):8,000 SF GFA CALCULATION FOR BUILDING COVERAGE (CB CZD): PROPOSED COVERAGE 6)·6)  PARKING REQUIRED (CB CZD): (1 Space per 400 S.F.): 8,000 S.F.=20 SPACES PARKING PROVIDED (CB CZD):36 SPACES (2 ADA) FOUNDATION PLANTINGS (CB CZD): FRONT FACADE (80 LF X 25' FACADE X 12%) REQUIRED:240 S.F. PROVIDED:250 S.F. SIDE FACADE (50 LF X 25' FACADE X 12%) REQUIRED:150 S.F. PROVIDED:270 S.F. INTERIOR PARKING AREA REQUIREMENT (CB CZD): (8% OF PARKING AREA) REQUIRED: 21,115 S.F. X .08 =1,689 S.F. PROVIDED:2,615 S.F STREETYARD REQUIREMENT: 18' (9' MIN & 27' MAX WIDTH) REQUIRED: 155.75'-27.5' = 128.25' X18'=2,309 S.F. PROVIDED:2,330 S.F. PROPERTY LINE RIGHT OF WAY ADJOINERS PROPOSED LOTLINE EX. EOP PROP. EASEMENT CENTER LINE WATERS OF THE U.S. CB(CZD) OUTPARCEL PARKING LOT LANDSCAPING STREETYARD FOUNDATION PLANTINGS PROPOSED OPEN SPACE LEGEND C-6 7 DE T A I L S NTS REVISIONS PROJECT NUMBER: DRAWING NUMBER: CHECKED: APPROVED: DRAWN: DATE: SCALE: SHEET SIZE: CLIENT INFORMATION: VICINITY MAP (NOT TO SCALE): 2019-029 CLIENT INFORMATION: Redland Development, INC 6622-A Gordon Rd. Wilmington, NC 28405 OF 11 JAE CDC CDC 24x36 6/9/2021 PRE L I M I N A R Y DRA W I N G D O N O T U S E FOR C O N S T R U C T I O N US 1 7 MA R K E T S T SIT E SITE WORK NOTES: 1.THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS BOTH ON AND ADJACENT TO THE SITE. 2.CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN. 3.GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION. 4.MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS. 5.DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY. 6.FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL RECOMMENDATIONS. 7.THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES. 8.THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE PROPERLY PERMITTED FACILITY AS REQUIRED. 9.INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT ELEVATIONS AND LOCATIONS OF ALL EXISTING UTILITIES AT ALL CROSSINGS PRIOR TO COMMENCING TRENCH EXCAVATION. IF ACTUAL CLEARANCES ARE LESS THAN INDICATED ON PLAN, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. ANY CONDITION DISCOVERED OR EXISTING THAT WOULD NECESSITATE A MODIFICATION OF THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. 10.NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING UTILITIES HAS BEEN DETERMINED. CALL "NC ONE-CALL" AT LEAST 48 HOURS BEFORE COMMENCING CONSTRUCTION. 11.THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. 12.THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH APPROPRIATE PERSONNEL. 13.CONTRACTOR SHALL ADJUST ALL MANHOLES, VALVE & CURB BOXES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 14.THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER PRIOR TO INSTALLATION. 15.THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. 16.ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL, STATE, AND CFPUA CODES. METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS. 17.ALL BACKFILL FROM UTILITY INSTALLATION MUST BE COMPACTED OR AMENDED TO PROVIDE TRAFFIC BEARING CAPACITY. GEOTECHNICAL ENGINEER TO BE CONSULTED AT CONTRACTORS COST AS NECESSARY. 18.ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. 19.CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS - AIR ENTRAINED. 20.FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE PAID FOR BY THE CONTRACTOR. 21.ALL SIDEWALKS SHALL BE FREE OF CRACKS, BREAKS, OR ANY OTHER DEFECT PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY. NTS SUBGRADE COMPACTED 2" SF9.5A 8" ABC PAVEMENT SECTION PRIVATE ACCESS EASEMENT (WIDTH VARIES) 24.0' 2" SF9.5A 8" ABC STONEBASE PRIVATE ACCESS EASEMENT SECTION A-A NTS 21.0' 2 % Min.2 % Min. 24" CURB & GUTTER 2 % Min. 24" CURB & GUTTER 2 % Min. 4" CONC. SIDEWALK w/6x6-10/10 W.W.M. 4"8" x x x x x ASPHALT TURNDOWN SIDEWALK NTS CLASS A CONC. 7"1/8"R 1"3"R 6" 1 1/2"R 3"R 1' - 0 " 2'-0" 1'-6"6" ASPHALT DRAINAGE AWAY FROM CURB CLASS A CONC. 24" CURB SECTION NTS ASPHALT 7" 2'-0" 3"R 1'-6" 1/8"R 1" 6" 6" 1' - 0 " DRAINAGE TOWARD CURB SHALL SLOPE AWAY AS SHOWN AWAY FROM CURB, GUTTER WHERE RUNOFF IS DIRECTED SLOPE SLOPE 1 1/2"R 3"R SIDEWALK SECTION A-A 4' min SECTION B-B A A B B “1.0-8.3% (30"MAX RISE) 10% MAX (X=36"MIN) 8.3% MAX (X<36") (FOR ALTERATIONS RAMP CURB AND GUTTER WARNING DOMES 2' MIN 1.6-2.4" (TYP) RAMP WIDTH 0.2" Flare WARNING DOMES 4' FLARE 2. X LAN D I N G 1.6-2.4" (TYP) TRUNCATED DOMES BASE DIAMETER 0.9-1.4" TOP DIAMETER 50-60% OF BASE (TYP) LANDING NTS WHEEL CHAIR RAMP DETAIL 1-1/2"R(TYP) WHITE SYMBOL ON BLUE BACKGROUND LEGEND AND BORDER - GREEN BACKGROUND - WHITE 9" 12" 3/8"(TYP) LEGEND AND BORDER - GREEN BACKGROUND - WHITE 18 " 12" COLORS 1-1/2"R(TYP) LEGEND AND BORDER - GREEN BACKGROUND - WHITE 9" 18" 3/8"(TYP) TO READ "VAN ACCESSIBLE". BOLT TO WD. POST WITH 3/8" CANDIUM PLATED NUTS, BOLTS & WASHERS 9" x 1'-6" x .080 STD ALUM. SIGN NUTS, BOLTS & WASHERS. 9" x 1'-0" x .080 STD ALUM. SIGN TO READ "MAXIMUM PENALTY $250, GS 20-37.6". BOLT TO WD. POST WITH 3/8" CANDIUM PLATED PRESSURE TREATED 4"x4" POST. 3' - 0 " M I N . FINISHED GRADE 84 " HANDICAPPED PARKING SIGN WITH IDENTIFICATION SYMBOL. 1'-6" x 1'-0" x .080 STD. ALUM. TO READ "RESERVED PARKING" BOLT TO WD. POST W/ 3/8" CANDIUM PLATED NUTS, BOLTS & WASHERS. TYPICAL HANDICAPPED SIGN DETAIL NTS R7-8a Sign (no arrows) R7-8d Sign R7-8P Sign 100'50'25'50'0' Scale: 1"=50' 1. PAVEMENT MARKINGS SHALL BE DONE BY CONTRACTOR TO NCDOT STANDARDS 5" B25.0B 1/4" PER FOOT NTS NOTE: MILL 1' IN FROM EXISTING TRAVEL LANE ȭ RIGHT OF WAY WIDTH VARIES R/W 0'-2' SEE PLANS 4' GRASSED SHOULDER NCDOT PAVEMENT WIDENING SECTION EXISTING PAVEMENT 4' PAVED SHOULDER 3" I19.0B 2" S9.5B 0. 5 ' M I N 14' 0.00" PROPOSED 2-STORY COMMERCIAL BUILDING(8,000 GFA)FFE: 48.25 230 sf G R I D N O R T H N A D 8 3 5' 30' 20' BUFFER & SIDE SETBACK 20' BUFFER 20' BUFFER & SIDE SETBACK 20' BUFFER & SIDE SETBACK 2 0' BU FF E R &S I DE SET B A CK 30' PUBLIC D.E. 30' PUBLIC DRAINAGE EASEMENTHYDPROPOSED BUILDING #6(7) 2 BDRM & (2) 3 BDRM UNITSFFE: 46.25 PROPOSED BUILDING #7(7) 2 BDRM & (2) 3 BDRM UNITSFFE: 44.0 PROPOSED BUILDING #8(7) 2 BDRM & (2) 3 BDRM UNITSFFE: 43.25 PROPOSED BUILDING #4(3) 2 BDRM & (2) 1 BDRM UNITSFFE: 42.5 PROPOSED BUILDING #2(3) 2 BDRM & (2) 1 BDRM UNITSFFE: 42.5 PROPOSED BUILDING #3(3) 2 BDRM & (2) 1 BDRM UNITSFFE: 42.5 PROPOSED BUILDING #9(3) 2 BDRM & (2) 3 BDRM UNITSFFE: 42.5 PROPOSED BUILDING #5(6) 2 BDRM & (2) 3 BDRM UNITSFFE: 42.5 9 116 12 14 9 10 13 3 4 9 7 11 6 6 15 SS S S S S SS SS S 8" PVC SS 8" PVC SS 8" PVC SS 8" PVC SS 6" PVC 6" PVC 6" PVC2" PVC 9 8 STORMWATER BASIN PROP. BUILDING PROP. BUILDING PR O P . B U I L D I N G 10-O 9-O 11-O 8-O 9-O 14-O 19-P 11-O 11-O 19-P 12-P21-P 15-P 17-P 10-O 11-O 13-SG 12-O 10-O 12-O 9-O 9-O15-O 11-O 6-HOLLY HOLLY CLUSTER 8-O 12-O 10-O 12-O 16-P 10-O 12-O 16-P 13-O 16-O 17-P 9-O 9-MAPLE 14-MAPLE 14-MAPLE 18-O 12-O 15-O 15-O 13-O 13-SG 13-SG 13-P 22-P 13-P 9-O 16-P 8-O 9-O 11-O 10-O 14-P 10-O 9-O 8-O 10-O 9-O 19-P 20-P 16-P 13-P 11-O 15-O 15-O 10-O 12-O 4-HOLLY 13-O 18-P 11-O 16-P 9-O 13-O 10-O 16-O 22-P 23-P 4-HOLLY 11-MAPLE 10-O 17-P 16-P 9-O 12-P 17-P 8-SG 13-O 25' REAR SETBACK 25' REAR SETBACK PR I V A T E A C C E S S EA S E M E N T ( W I D T H V A R I E S ) 26' 8.17" 14' 0.00" 23' 11.43" 14' 0.00" 8' 0.00" (TYP) 22' 0.00" (TYP) 5' SIDEWALK (TYP) EX. 16" WATER MAIN 8 " P V C S S UP EX.GRAVELDRIVE DYH UP UP PROPOSED BUILDING #1(3) 2 BDRM & (2) 1 BDRM UNITSFFE: 42.5 255 sf 335 sf 255 sf 285 sf 225 sf 240 sf 285 sf 540 sf 320 sf 300 sf 335 sf 320 sf 260 sf 335 sf 220 sf 220 sf 330 sf 29 0 s f 19 0 s f 500 sf 290 sf 315 sf 270 sf 525 sf 275 sf 485 sf 230 sf 220 sf R 3 0' 0.0 0" 11' 8.30" R 3 0 ' 0 .0 0 " 28.0 36.9 41.0 35.0 31.0 18' 0.00" (TYP) PR O P . B U I L D I N G PR O P . B U I L D I N G UP UP UP UP UP UP UP UP UP 10' BUFFER 1 0 ' B U F F E R DA TO POND= 6.07 AC. Shrub, Evergreen BroadleafBoxwood Wintergreen 28 3 Gal.Holly, needlepoint 27 7 Gal., 3' ht.Holly, Yaupon, Dwarf 31 3 Gal.Loropetalum, evered 12 3 Gal.Nandina, gulfstream 6 3 Gal.drift rose 103 3 Gal.miscanthus adagio 118 3 Gal.Viburnum, Spring Bouquet 20 3 Gal.Waxmyrtle 360 7 Gal., 3' ht.Yew, pringles 0 3 Gal.Yew, Podocarpus 20 7 Gal. Tree, Deciduousbald cypress 5 2" cal.9crape myrtle tuscarora river birch 4 3" cal. eagleston holly, single stem 9 8' ht., tree formTrident maple 23 2" cal. LegendCommon Name Qty Size 1" = 40' Scale: 5/18/2021Date: 1Revision #:Jim Freeman - NCLC# 0071 The Pinnacle Landscape Plan: Freeman Landscape, Inc. Landscape Design by: 8' ht. mahonia soft caress 6 3 Gal. MB 17, PG 19 MB 17, PG 19MB 17, PG 19 N 42%0'50" E E 242.05 S 47 %0'31 " E E 134.59 S 47%7'47" E E 135.05 S 44%8'37" E E 177.72 N 43%4'42" E E 150.37 N 50%4'37" W W 113.33 S 52%8'43'43" E N 42%7'10'10" E S 53%4 ' 19' 1 9" E 1 24. 09 N 42%4'31" E E 134.89DITCH ALONG LINES DRAINAGE DITCH SOUTH OF LINE N/F MCINTYRE N/F SAGEWOOD REVISION MB 46, PG 306 N/F BARTOLOME N/ F FU T C H C R E E K P R O P E R T I E S , L L C MB 3 3 , P G 1 2 3 N/ F GR E E N N/F GREENE N/F FIRST BAPTIST CHURCH TRUSTEES N/F REDDICK N/F REDDICK N/F 6943 MARKET, LLC N/F NIXON N/F MCINTYRE S 46%1'17" W W 419.97 N 43%3'39'39" E S 51%8'49'49" E 100.05 +/- 30' CORRIDOR-DEDICATED WIDTH UNCERTAIN ZO N I N G : C Z D R - 7 ZO N I N G : R - 1 5 ZONING: R-15 US E : M U L T I F A M I L Y R E S . US E : S I N G L E F A M I L Y R E S . ZONING: R-15 USE: SINGLE FAMILY RES. USE: CHURCH ZONING: B-1 USE: COMMERCIAL ZONING: CZD B-1 USE: COMMERCIAL ZONING: R-15 USE: SINGLE FAMILY RES. ZONING: R-15 USE: VACANT ZONING: R-15 USE: VACANT ZONING: R-15 USE: SINGLE FAMILY RES. ZONING: R-15 USE: SINGLE FAMILY RES. 6' ht. fence10' buffer 6' ht. fence10' buffer streetyard Landscape:2330 sf / 600 = 4 trees 3" cal. &23 shrubs 12" ht. req'd. 6.4 acres x 15 = 96 trees 2" cal. req'd.47 ex. trees + 49 new trees 2' cal. 6' ht. fence10' buffer 6' ht. fence 6' ht. fence 10' x 70' NCDOT sighttriangle jim@freemanlandscape.com 910-279-5757 MB 17, PG 19 MB 17, PG 19MB 17, PG 19 MA R K E T S T R E E T A C C E S S US HWY 17 PUBLIC R/W (WIDTH VARIES) GRI D N O R T H N A D 8 3 GRAVEL DRIVE 30' UTILITY / SEWER /DRAINAGE EASEMENT MB 37, PG 233 MB 46, PG 306 N/F MCINTYRE N/F BARTOLOME FUTCH CREEK PROPERTIES, LLC N/F GREENE N/F FIRST BAPTIST CHURCH TRUSTEES N/F REDDICK N/F REDDICK N/F 6943 MARKET, LLC N/F NIXON N/F MCINTYRE +/- 30' CORRIDOR-DEDICATED WIDTH UNCERTAIN FU T C H C R E E K R D NAV D 8 8 SSMH TOP-39.5 INV-32.5 SSMH TOP-47.8 INV-39.4 ZONING: R-15 USE: MULTI FAMILY RES. USE: SINGLE FAMILY RES. ZONING: R-15 USE: SINGLE FAMILY RES. USE: CHURCH ZONING: B-1 USE: COMMERCIAL ZONING: CZD B-1 USE: COMMERCIAL ZONING: R-15 USE: SINGLE FAMILY RES. ZONING: R-15 USE: VACANT ZONING: R-15 USE: VACANT ZONING: R-15 USE: SINGLE FAMILY RES. PROPOSED BUILDING #6 (7) 2 BDRM & (2) 3 BDRM UNITS FFE: 46.25 PROPOSED BUILDING #7 (7) 2 BDRM & (2) 3 BDRM UNITS FFE: 44.0 PROPOSED BUILDING #8 (7) 2 BDRM & (2) 3 BDRM UNITS FFE: 43.25 PR O P O S E D B U I L D I N G # 4 (3 ) 2 B D R M & ( 2 ) 1 B D R M U N I T S FF E : 4 2 . 5 PR O P O S E D B U I L D I N G # 2 (3 ) 2 B D R M & ( 2 ) 1 B D R M U N I T S FF E : 4 2 . 5 PR O P O S E D B U I L D I N G # 3 (3 ) 2 B D R M & ( 2 ) 1 B D R M U N I T S FF E : 4 2 . 5 PR O P O S E D B U I L D I N G # 9 (3 ) 2 B D R M & ( 2 ) 3 B D R M U N I T S FF E : 4 2 . 5 PR O P O S E D B U I L D I N G # 5 (6 ) 2 B D R M & ( 2 ) 3 B D R M U N I T S FF E : 4 2 . 5 PROPOSED 2-STORY COMMERCIAL BUILDING (8,000 GFA) FFE: 48.25 9 116 12 14 9 10 13 3 4 9 7 11 6 6 15 9 8 10' BUFFER 20 ' S I D E S E T B A C K 2 0 ' S I D E S E T B A C K 18 . 7 5 ' S H O D S I D E S E T B A C K PR I V A T E A C C E S S E A S E M E N T (W I D T H V A R I E S ) 20' SIDE SETBACK 45°' 5' SIDEWALK (TYP) EX. 8" SS MAIN EX. SSMH TOP: 48.7 INV: 41.15 ADJUST TOP TO FINISHED GRADE UP EX. BLOCK WALL AROUND LIGHT POLE EX. F.H. EX. SSMH TOP: 40.8 INV: 30.9 FENCED COMPACTING TRASH DUMPSTER, RECYCLING DUMPSTER & CONCRETE PAD (SEE ARCHITECTURAL DETAILS BY OTHERS) 30 ' P U B L I C D R A I N A G E E A S E M E N T UP UP t p t p EX. W.M. EX. G.M. TELE. PED. PR O P O S E D B U I L D I N G # 1 (3 ) 2 B D R M & ( 2 ) 1 B D R M U N I T S FF E : 4 2 . 5 10' X 70' NCDOT SIGHT TRIANGLE TYP. TEMP. CONSTRUCTION ENTRANCE EX. 16" WATER MAIN PROPOSED WET DETENTION BASIN TOB:41.0 FP:36.9 NP:35.0 BTM:28.0 TEMP. BARRICADE UP UP UP UP UP UP UP UP UP 30' P U B L I C D . 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50w OTrad V @ 16' 50w OTrad V @ 16' 50w OTrad V @ 16' 50w OTrad V @ 16' 50w OTrad III @ 16' 50w OTrad III @ 16' 50w OTrad III @ 16'50w OTrad III @ 16' 50w OTrad III @ 16' 50w OTrad III @ 16'50w OTrad III @ 16' 50w OTrad III @ 16' 50w OTrad III @ 16' 50w OTrad III @ 16' 50w OTrad III @ 16' 50w OTrad III @ 16' 50w OTrad III @ 16' 50w OTrad III @ 16' 50w OTrad III @ 16' 50w OTrad III @ 16'50w OTrad III @ 16'50w OTrad III @ 16' 50w OTrad III @ 16' 50w OTrad III @ 16' 50w OTrad III @ 16' 50w OTrad III @ 16'50w OTrad III @ 16' 50w OTrad III @ 16' 50w OTrad III @ 16' 50w OTrad III @ 16' LUMENS: 56211 DIVIDE THE READINGS BELOW BY .85. LUMINAIRE DIRT DEPRECIATION. FOR INITIAL FOOTCANDLES, BEEN DEPRECIATED FOR LAMP LUMEN DEPRECIATION AND NOTE: THE FOOTCANDLE READINGS BELOW ARE MAINTAINED AND HAVE LIGHT SOURCE: 50W LED'S, 4000K FIXTURE: TRADITIONAL OPEN LED ISOFOOTCANDLE CURVES MOUNTING HEIGHT: 16 FT LEGEND (OUTER to INNER): 0.100 , 0.250 , 0.500 -80 -80 -40 0 40 -40 0 40 80 80 ASSY # LFIX-TRADO-LED-50-BLK-III-MULTIV-___-P POLE ASSY # LPOLE-DB-FG-20FT-BLK-___-P PATTERN: TYPE III, B1-U0-G2 PATTERN: TYPE V, B3-U0-G1 DIVIDE THE READINGS BELOW BY .85. LUMINAIRE DIRT DEPRECIATION. FOR INITIAL FOOTCANDLES, BEEN DEPRECIATED FOR LAMP LUMEN DEPRECIATION AND NOTE: THE FOOTCANDLE READINGS BELOW ARE MAINTAINED AND HAVE LIGHT SOURCE: 50W LED'S, 4000K FIXTURE: TRADITIONAL OPEN LED ISOFOOTCANDLE CURVES MOUNTING HEIGHT: 16 FT LEGEND (OUTER to INNER): 0.100 , 0.250 , 0.500 -80 -80 -40 0 40 -40 0 40 80 80 ASSY # LFIX-TRADO-LED-50-BLK-V-MULTIV-___-P POLE ASSY # LPOLE-DB-FG-20FT-BLK-___-P Lumens: 5855 1 OF 1 WILMINGTON, NC 1" = 40' Sht. 04/05/2021 ScaleN. Johnson DEP LIGHTING SOLUTIONS THE PINNACLE TOWNHOMES Drawing No. Designed by Date Reviewed by 21-0121A SITE LIGHTING PLAN Description LED 50w Open Traditional Size "Arch D" Customer approval__________________________________ Date_____________ PROPRIETARY & CONFIDENTIAL LIGHTING DESIGN TOLERANCE Statistics Description Symbol Avg Max Min Max/Min Avg/Min Grid 0.2 fc 3.2 fc 0.0 fc N/A N/A Parking 0.8 fc 3.2 fc 0.0 fc N/A N/A Schedule Symbol Label Quantity Description Number Lamps Lumens Per Lamp Light Loss Factor 50w OTrad III 26 LED 50w Open Traditional - Type III - 4000K 1 4639 0.85 50w OTrad V 4 LED 50w Open Traditional - Type V - 4000K 24 244 0.85