The URL can be used to link to this page

Home My WebLink AboutNCC222134_Site Plan or Location Map_20220610WAY LINE / ss� / FEW, FLOOD / / ss ss N/F / MARTIN MARIETTA / / MATERIALS INC ZONE AE s ss / ENERG G 39 FLOOD PIN #4735122172 Y RIGH1 OF / / DB 2006 PG 1515 68 DUKE PG 1899 & pB 35 p / ZONED: HI DB 1250 / �ss / / USE: QUARRY / S ss ER 1 ANE ss 1 g, Dlp SE N ss 5 ) G 9 / ss ER EPSEME SS / ss 2� SE / EX-M H— / RIM:846.01' / CL INV:837.47' \ �� 6" PVC SEWER LATERAL (IN USE) / ss / x / SURVEYOR'S OPINION THAT THIS IS 000 / SS / - 6" PVC LATERAL cnnnFuntni oiKi - / INV IN:839.07' / / �� 10' WIDE PRIVATE SEWER EASEMENT s / TO BE MAR EOBBTAINED FROM MARTIN 000, FLOOD i FFRTTA NGEOOE OP ' � 6�FFDR. 10, D �Np1S�VR�D /Y/ 20, F LOOD ZONE X � G� I N/F MARTIN MARI[ MATERIALS If PIN #47351221 DB 2006 PG 15 ZONED: HI USE: ROCK QUA EX PEN THROAT CB P:923.95' TH ROAT:922.63' INV UT:5.78' O± INV UT:893.78' (UNABLE TO OPEN) STALL CHAIN LINK FENCE AROUND BMP PAINTED BLACK. 1 FFP DE ACCESS GATE LIGHT DUTY CONCRETE PAVING - \ (TYP. PARKING SPACES) � I HEAVY DUTY CONCRETE � I PAVING (TYP. DRIVE AISLES) � I ADJACENT LOT LINES (TYP.) I I I20' BMP ACCESS E MASTER I MASTER I ° INVESTMENTS, LLC INVESTMENTS, LLC PIN #4735110149 I PIN #4735113236 I A TRACT I, DB 2260 PG 1785 TRACT 11, DB 2260 PG 1785 I ZONED: HI I USE: WINDOW SALES I IEX. BILLBOARD I 1 I I Ito O EM m EX. GRAVEL DRIVEWAY Ll OVERLAPS ONTO PROPERTY \ T T T EX. GAS LINE SIZE AND DEPTH UNKOWN V----- V----- W----- W----- V --- EX. EOP CONTROLLED ACCESS C/A 20 REPR PROP. TURNAROUND N/F SUPERIOR PROPERTIES OF IREDELL LIMITED PARTNERSHIP ALLEN C. JOHNSON & JOYCE R. JOHNSON PIN #4735113473 DB 1610 PG 1332 TOTAL AREA: 218,014.2 SF / 5.005 AC AREA WITHIN R/W: 25,004.7 SF / 0.574 AC NET AREA: 193,009.5 SF / 4.431 AC GRADED GRASSED AREA PROP. DUMPSTER ENCLOSURE 34' m PROP. 5' SIDEWALK I 34' — INV:873.42' ,00 I� IIm I m D II c c w m N I I W � c T m III N � I EX -OPEN THROAT CB TOP:923.99' THROAT:±922.65' INV OUT:±891.62' (UNABLE TO OPEN) ADJACENT PARKING LOT DRAINS WEST TO THIS POINT PROPERTY LINE I I I I I I I I 40' FRON (SETBACK EX. OVERHEAD POWELINES II 1 10'X70' NCDOT EX. UNDERGROUND TELEPHONE LINE r SIGHT TRIANGLES EX. TELEPHONE PEDESTAL . — — — TO BE ADJUSTED WITH FUTURE GRADE — — — — 30' — — PROP. RIGHT -IN E /RIGHT -OUT EX. ROW — DRIVEWAY. (SEE DRIVEWAY INSET - THIS SHEET FOR DETAILS) PROPERTY WITHIN EX. NORTHSIDE DR. N O R T H S I D E D R I V E R/W & 1-40 R/W TO BE DEDICATED TO THE PUBLIC ---- V - -- - - - V ----- V ---- W ----- W - - - - - V - - - - - V - - - - - V - - - - - V - - - - - V - - - - - V - - - - - V - - - - - V - - - - - V - - - - - V - - - - - V - - - - - V - 30' 60' WIDE SERVICE ROAD PER STATE HWY PROJECT 8.16377 16" DIP WATERLINE (DB 339 PG 407 & DB 351 PG 121) EX. FIRE HYDRANT INTERSTATE I - 40 277' RIGHT-OF-WAY PER STATE HWY PROJECT 8.16377 LEGEND -- -- PROJECT BOUNDARY Q BUILDING HATCH PROPOSED BUILDING CURB AND GUTTER FULL DEPTH ASPHALT — — — — — — — BUILDING SETBACK 0 SIDEWALK IRRIGATION CONDUIT HEAVY DUTY CONCRETE EXISTING SURVEY PAVING STOP STOP SIGN W/ PARKING ROW COMPACT HANDICAPPED XX WHITE STOP BAR COUNT O CAR SPACE \\ PARKING SYMBOL R 1-1 IMPERVIOUS SUMMARY ITEM SQUARE FOOT ACRES PERCENTAGE OF TOTAL SITE TOTAL SITE AREA 193,009 SF 4.431 AC N/A PROPOSED BUILDING 39,240 SF 0.90 AC 20.33 PROPOSED PAVEMENT 19,308 SF 0.44 AC 10.00 PROPOSED CONCRETE 3,815 SF 0.09 AC 1.98 MISC IMPERVIOUS 200 SF 0.00 AC 0.10 TOTAL IMPERVIOUS 62,563 SF 1.44 AC 32.41 TOTAL PERVIOUS 130,446 SF 2.99 AC 67.59 ERU'S = 21 (1 ERU = 3,050 SF) N/F ALLEN C. JOHNSON JOYCE R. JOHNSON & HILTON INDUSTRIES, LLC PIN #4735117547 DB 1716 PG 144 PB 51 PG 10 ZONED: B-4 USE: TRUCK EQUIPMENT & POWERSPORTS SALES 147' 60' ch REQUIRED PARKING CALCS • 1 SPACE PER 2,000 SF OF STORAGE SPACE, SPAC PER YEE •• PLUS 1 PROP. EBUILDING LO84 665 SF OF STORAGE SPACE X 1 /2,000 + 1 EMPLOYEE = 43 SPACES. TOTAL SPACES REQUIRED = 43 SPACES TOTAL SPACES PROVIDED = 43 SPACES SITE T { ._ LI L "sr J L VICINITY MAP SCALE: N.T.S. SITE DATA TABLE PARCEL ID 4735113473 LOCATION NO ADDRESS: NORTHSIDE DR. JURISDICTION STATESVILLE OWNER LEGACY POINTE PROPERTIES, LLC. 19354 WATERMARK DRIVE (SUITE 102 CORNELIUS, NC 28031 DAYTIME OWNER PHONE # 434-203-0818 ZONING B-4 TOTAL PARCEL AREA (INCLUDING AREA WITHIN R/W) 5.005 AC PARCEL AREA (EXCLUDING AREA WITHIN R/W) 4.431 AC PROPOSED USE INDOOR STORAGE PROPOSED BUILDING PRODUCT 3-STORY INDOOR STORAGE MIN. FRONT / STREET SETBACK 40' MIN. SIDE SETBACK 10' MIN. REAR SETBACK 20' MAX. BUILDING HEIGHT 65' BUILDING AREA 39,240 SF PER FLOOR (11 7,720 SF TOTAL) FEMA MAP NUMBER 3710473500J FEMA MAP DATE 3/18/2008 SOIL TYPES MoF (29.6%), UdE (46.6%), & UmF (23.8%) TRASH COLLECTION 1 DUMPSTER ALL ARCHITECTURAL DESIGN STANDARDS SHALL APPLY SITE LIGHTING BY OTHERS & SHALL COMPLY WITH LAND DEVELOPMENT STANDARDS PROJECT TO BE DEVELOPED IN ONE (1) PHASE I . . PROP. WALL FOR a 12' ADA RAMP D I 9 R4' . R4' O 5 SECOND FLOOR I 24, DOORS 7' \ NO LEFT TURN 30' \ \ SIGN PER NCDOT \ \ R3-2 L ADA RAMP SHALL Q . . . . . . . L NOT EXCEED 30" Q OF RISE WITHOUT m LANDING - EM77A m 26' (MAX. SLOPE 8.33%) M KEEP RIGHT 5'X5' LANDING \ SIGN PER NCDOT . . . . (2% MAX. SLOPE ALL UR4-7AR DIRECTIONS) RAISED MOUNTABLE CONCRETE ISLAND F WAY (DB 388 PG 247) . . . . . . (SEE NCDOT STD. 852.01) \ PROPERTY LINE PROP. EOP (TYP.) 15' 15' EX. ADJACENT PROPERTY STOP CURB AT R/W (TYP.) GRAVEL DRIVEWAY OVERLAPS ONTO PROPERTY R45.5' R45.5' 30.5' ..... ...... 6'— . T. DO NOT ENTER SIGN PER NCDOT EX. EOP NO LEFT TURN �l EX. NORTHSIDE DR. CENTERLINE SIGN PER NCDOTR3-2 �L ----- W----- W----- W----- V----- V----- V - - - - - w----- w--- W----- W----- W--- 16" DIP WATERLINE DRIVEWAY INSET SCALE: 1 " = 20' 1 . CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY TO THE PUBLIC. 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO STANDARDS OF THE DEPARTMENT OF TRANSPORTATION. 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART P, OR AS AMENDED. Know what's below. Call before you dig. O U Cn N O Q) O 0 O a C I?� U 00 _c w LUN 3 U z O "3 w U 3 �o — N — w U j 01 0 6' <� } } C)Q OU m ,U Z �/ I U 00 . U w� �a � 'IT 0 6 Q 1 ~ w U W ° U N Lr) Z Q L6 Z J CR 0 Q N w E S NORTH ARROW 0 15 30 60 GRAPHIC SCALE 1 "=30 FT. ``\\x%u111111,//' � CA /i �0 o �\ AL - 23557 _ 5�/7�2022 0 ° c3 N\��o° •�� / . . V C) D,t,�``�, LU J J W cy) � C) < W 0 (y) _ Q o O J LU J z W U V) LU Q Lu W/ F_ W 0 z O W Z VI w J REVISIONS: 2022-5-17 1 ST STATESVILLE REVIEW CO3 - SITE PLAN.DW G PROJECT NUMBER: 221092 DATE: 4/19/2022 DRAWN BY: KIW CO3 15 SHEET OF CO3 - SITE PLAN.DWG - PLOT: Kennedy - WED. 5-18-2022 3:13 PM