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HomeMy WebLinkAboutNCC221250_Site Plan or Location Map_20220404roll 1 c O 0 KNOW WHAT'S BELOW. CALL 811 BEFORE YOU DIG. AL nWNFR- NBPIII CLAYTON, LLC 401 EDGEWATER PLACE, SUITE 265 WAKEFIELD, MA 018800 Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C1.0 BOUNDARY SURVEY C1.1 EXISTING CONDITIONS AND DEMOLITION PLAN C2.0 SITE PLAN C2.1 FIRE APPARATUS ACCESS EXHIBIT C2.2 PAVING PLAN C2.3 SIGHT LINE EXHIBIT C2.4 EASEMENT EXHIBIT MAP C3.0 GRADING AND STORM DRAINAGE PLAN C3.1 ENLARGED GRADING PLAN C3.2 STORM TABLES C3.3 WET POND PLAN AND PROFILE C3.4 WET POND DETAILS C3.5 SHOTWELL ROAD WIDENING PLAN C3.6 SHOTWELL ROAD CROSS SECTIONS C3.7 SHOTWELL ROAD CROSS SECTIONS C4.0 EROSION CONTROL PLAN - PHASE I C4.1 EROSION CONTROL PLAN - PHASE II C4.2 NPDES STABILIZATION PLAN C4.3 NPDES NCG01 SPECIFICATIONS C5.0 UTILITY PLAN C5.1 LIGHTING PLAN W1.0 HYDRAULIC ANALYSIS LAYOUT AND RESULTS L6.0 LANDSCAPE PLAN L6.1 LANDSCAPE DETAILS C7.0 NOTES AND DETAILS C7.1 NOTES AND DETAILS C7.2 NOTES AND DETAILS C7.3 NOTES AND DETAILS C7.4 NOTES AND DETAILS C7.5 NOTES AND DETAILS C7.6 NOTES AND DETAILS C7.7 NOTES AND DETAILS C7.8 NOTES AND DETAILS A1.0 BUILDING 100 OVERALL FLOOR PLAN A1.0 BUILDING 200 OVERALL FLOOR PLAN A2.1 BUILDING 100 EXTERIOR ELEVATIONS A2.1 BUILDING 200 EXTERIOR ELEVATIONS A5.1 EXTERIOR RENDERING A9.1 ROOFTOP SCREENING AS1.1 DUMPSTER DETAILS CONSTRUCTION DRAWING 17o LA SUBMITTAL FOR 2021 118 SP) 853 SHOTWELL ROAD I� CLAYTON, NORTH CAROLINA 27520 PIN: 165910=46=1070 ARCHITECT: WGM DESIGN DAN FRAWLEY 2907 PROVIDENCE ROAD, STE. 304 CHARLOTTE, NC 28211 (704) 342-9876 DANF@WGMDESIGN.COM PROJECT SITE DEVELOPER: LANDMARK INDUSTRIAL, LLC DAVE WILLIAMS (704) 965-9268 DWILLIAMS@LANDMARK-IND.COM � I � I CITY'DUMP ROAD i 010 VICINITY MAP SCALE: 1 "=300' CIVIL ENGINEER: TIMMONS GROUP 5410 TRINITY ROAD, STE. 102 RALEIGH, NC 27607 MIKE DAVIDSON (984) 222-1610 MIKE.DAVIDSON@TIMMONS.COM co fb 0 Q z SURVEYOR: TIMMONS GROUP 5410 TRINITY ROAD, STE. 102 RALEIGH, NC 27607 TERRY L. WESTENDORF, PLS (984) 255-2353 TERRY.WESTEN DORF@TIMMONS.COM SITE DATA SUMMARY PROJECT: CLAYTON INDUSTRIAL PROPERTY OWNER: NBPIII CLAYTON ,LLC EDGEWATER PLACE, STE 265, WAKEFIELD, MA 01880 PROPERTY ADDRESS: 853 SHOTWELL ROAD, CLAYTON, NC 27520 PROPERTY LOCATION: WITHIN CLAYTON TOWN LIMITS PID: 165910-46-1070 EXISTING SITE AREA: 24.823 AC. (1,081,285 SF) EXISTING ZONING: 1-1 (INDUSTRIAL LIGHT) EXISTING USE: VACANT PROPOSED USE: INDUSTRIAL WAREHOUSE EXISTING BUILDING AREA: 0 SF PROPOSED BUILDING AREA: BUILDING 100: 126,256 SF GROSS FLOOR AREA BUILDING 200: 109,412 SF GROSS FLOOR AREA TOTAL: 235,668 SF GROSS FLOOR AREA FLOOR AREA RATIO: 0.22 BUILDING COVERAGE: 21.75% DISTURBED AREA: 22.5 AC.± PROPOSED IMPERVIOUS SURFACE AREA: 604,930 SF (55.95%) BUILDING HEIGHT: 1-STORY (32 FT.) REQUIRED VEHICULAR PARKING: 1 SPACE FOR 1,000 SF WAREHOUSE + 1 SPACE PER 200 SF OF OFFICE SPACE 10,676 OFFICE / 200 = 54 SPACES 224,992 WAREHOUSE / 1,000 = 215 SPACES TOTAL REQUIRED = 269 SPACES (INCLUDES ACCESSIBLE PARKING SPACES) PROPOSED VEHICULAR PARKING: 291 SPACES (INCLUDES ACCESSIBLE PARKING) PROPOSED ACCESSIBLE PARKING: 11 SPACES (INCLUDES 2 VAN SPACES) REQUIRED BICYCLE PARKING: 1 RACK PER BUILDING = 2 RACKS PROPOSED BICYCLE PARKING: 2 RACKS ELECTRIC PROVIDER: TOWN OF CLAYTON WATER PROVIDER: TOWN OF CLAYTON SEWER PROVIDER: TOWN OF CLAYTON PROPOSED 2" DOMESTIC WATER METERS: 2 PROPOSED 1 1/2" IRRIGATION METER: 1 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL TOWN OF CLAYTON, NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS Town of Clayton Approved for Construction Signature: Date: Director/Assistant Director of Engineering Signature: Date: Planning Director Town of Clayton Engineering must be contacted at a minimum 48 hours prior to the commencement of construction activities. The Town of Clayton will not be responsible for errors and/or omissions on these approved set of plans. E O U � U1 O O n E N W U 0 W 16 M iY IU-I f)e � 0- LL N L" 0- O a 2 '� �� C7 w � 1-4 � JM Ln X < U- o �� >10) c� •7 0 OR A rn �� In ON J W u; ce D O O 0 w W_ 2 U Q Z O U7 IY 0 N Ln 910 adc; z w z w U J a Z J a U 2 H O z z O a �U') U Z Ln z W w O 37 z O O U W W > W z O W W M 0 w N N W O I--- N Q Ln � N N O DATE 0110712022 DRAWN BY 332 DESIGNED BY M. DAVIDSON CHECKED BY M. DAVIDSON SCALE AS NOTED J a H� J O a U z I 0 � z5 U z z° U7 O = O 17-1 LJJ w U) I..L Lu > O U JOB NO. 48435.001 SHEET NO C0.0 `o a: -0o a)af U) 0 �Cn �z O o c :� o 0 U) c Q) 0 Un c 0 � U O a c 0 �= +� 0 o U) c >1 c E� U L o c U) C a- 0 � U O of 0 (n c z 0 O :2s F- -0 0 L- to (1 U O :3 Q U) N O > O - U V) =3 0 U +' N N N !_ p 0 C U) c � N -0 :3Q) U .> 0 U) - U N O o U N 0 > Un nu U) 0 cc,O -0 0 c � O 3 U) to c Un 0 0 a °- �Q � c