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HomeMy WebLinkAboutNCC221409_Site Plan or Location Map_20220429LAKE NORMAN LUTHERAN CH. DB 555-731 � —WATERSHED — NOT IN WATERSH 1025.00' UNDISTURBED TREE LINE NN 8 (TYP.) 30.8' � � WALL 974.53' .0- -0000"0-20' EX. UNDISTURBED _�-�- _ LIGHT DUTY ASPHALT PAVING BUFFER PROP. 5' SIDEWALK — TO BE USED IN PARKING SPACES (TYP.) 2' CONCRETE FLUME — CK — PROP. 5' SIDEWALK - 30 SETBA �\ �—� _ _ � — — PROP. RETAINING WALL 7 5' (BY OTHERS) 1 7.0 _ ' \ d" .0- .0- 5 0811 UNDERGROUND POWER - WATERSHED LINE WS-IV CRITICAL GAS LINE CABLE LINE .0-- SEWER PUMP ED \ 68.4' III 1 I v, III la � m1 C, 1 1 1 1 , 50.47' 1 1 EX. WATER \ METER 1 GAS LINE 1 I 1 I 1 I� CABLE LINE i 1 I 1 1 1N I 1 ,l N � 1 I 1 m 1 I FFE: 8n DING o Ala �1 rn=� 47.4' ONE STORY COMMERCIAL BUILr a PROP. DUMPSTER EX. BUILDING ENCLOSURE \ \ R5 oaoiN000cK'nieu �" 17,030 \ \ \\\\\\\\\\\\\\\\ a \_ v 1111 S1 GN 710 UNDISTURBED BUFFER R5 PROPT18n' CURB . I^ III\\ \2 ADA COMPLIANT RAMPS 11e e ° I ............L4.. . . .. - O........................... ... .................. ... .... .... ... ... ... .. ... ... PRO........ ....... 5014' .. C< \ HEAVY DUTY 15 ......... . ASPHA DUTY — \ R}5. 9ff 12' PROP. 18' CURB _ ASPHALT C` �.�.�.�.�.�.�.�.�.�.�.�.�.................... ................ AND GUTTER(TYP.)............................................... — \ FLU H C RB R5 R5'. 1p CLASS C LANDSCAPE BUFFER — \O9 o�B6i \ R.5 ............................... .... .. _ �c ..... 5............(TYP.)......................................... 6P.............................R20' ...... ....R5................................................ ... ... ... ... ... RS,... F7� .............................................................................................. PROP:EOP 'F \ R55'. R5' I SOA \ ..................... 18' (TYP.) I 4 00 cy_ 3' MINIMUM, & MAX. TALL MASONRY WALL \ ! LU I PART OF REQUIRED LANDSCAPING BUFFER sr26 (TYP.) m Q I 1 Q I IA J� \ \ N I T Q \ PROPOSED U I UNDISTURBED TREE LINE SCM o I CROWN ATLANTIC CO. (TYP.) \ DB 1113-540 \ I 1 \ c" \ UNDISTURBED BUFFER I 1� \ w I I \ \ I \ 20' CLASS C LANDSCAPE BUFFER — SITE DATA TABLE LOCATION: 1417 N HWY 16 BUSINESS DENVER, NC 28037 PARCEL SIZE: 4.494 AC ZONING: PD-I OWNER: PSA DENVER LLC 3850 FERNANDINA ROAD COLUMBIA SC 29201 EXISTING FRONT SETBACK 15MIN - 90' MAX EXISTING SIDE SETBACK 15' EXISTING REAR SETBACK 30' EXISTING BUILDING USE RETAIL, GUN RANGE & CLASSROOMS EXISTING BUILDING SIZE 17,030 SF EX. BUILDING ADDITION SIZE 5,203 SF PROPOSED BUILDING USE INDUSTRIAL MANUFACTURING PROPOSED BUILDING SIZE 12,000 SF REQUIRED PARKING SPACES 56 PROVIDED PARKING SPACES 81 FEMA MAP # 3710460300J FEMA EFFECTIVE DATE 8/16/2007 SOIL TYPES CeB2 AND Ud WATERSHED 0.50 AC WITHIN WS-IV CRITICAL WATERSHED AS SHOWN SITE LIGHTING BY OTHERS & SHALL COMPLY WITH LAND DEVELOPMENT STANDARDS LEGEND -m mm PROJECT BOUNDARY Q BUILDING HATCH PROPOSED BUILDING CURB AND GUTTER FULL DEPTH ASPHALT — — — — — — — BUILDING SETBACK SIDEWALK IRRIGATION CONDUIT EXISTING SURVEY HEAVY DUTY PAVEMENT STOP STOP SIGN W/ PARKING ROW COMPACT HANDICAPPED XX WHITE STOP BAR COUNT O CAR SPACE PARKING SYMBOL R1-1 PARKING REQUIREMENT SUMMARY EX. BUILDING AND PROP. ADDITION • 9,000 SF OF RETAIL, CLASSROOMS AND WAREHOUSE AREA • 9,000 SF X 3' = 30 SPACES • 20 GUN LANES X 1 SPACE PER LANE = 20 SPACES • 30+20 = 50 SPACES PROP. BUILDING • INDUSTRIAL MANUFACTURING WITH 6 EMPLOYEES DURING GREATEST SHIFT • 6 SPACES TOTAL PARKING SPACES REQUIRED = 56 SPACES GENERAL NOTES: 1 . PART OF SITE LIES IN EASTERN LINCOLN DEVELOPMENT DISTRICT (ELDD) 2. A CLASS C LANDSCAPING BUFFER WILL BE REQUIRED AROUND THE PROJECT BOUNDARY 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LINCOLN COUNTY REGULATIONS. IMPERVIOUS SUMMARY ITEM SQUARE FOOT ACRES PERCENTAGE OF TOTAL SITE TOTAL SITE AREA 195,759 SF 4.494 AC N/A EXISTING BUA 50,545 SF 1.16 AC 25.82 EXISTING BUA TO BE REMOVED 16,572 SF 0.38 AC 8.47 EXISTING BUA TO REMAIN 33,973 SF 0.78 AC 17.35 PROPOSED BUA 70,025 SF 1.61 AC 35.77 TOTAL NEW IMPERVIOUS 103,998 SF 2.39 AC 53.13 IMPERVIOUS NET CHANGE 53,453 SF 1.23 AC 27.31 TOTAL PERVIOUS 91,761 SF 2.11 AC 46.87 60' RIGHT OF WAY PER DEED BOOK 787-339 (30' EACH SIDE OF BOUNDARY) I IAPPROX. LOCATION OF EX. 1-STORY METAL BUILDING I I I — — � I S 86°15'38"W 525.26' I THE INVESTMENT CO. DB 2224-807 PB 15-417 VICINITY MAP SCALE: N.T.S. 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. 0 U N O7 O 00c a �(D Op O � n 1 c 00 C U U U w W � w Z 3 ;� Jz 0 3 3 w J U > z� L } 01 J m Lo o Q H O mw � � 00 C) 00 z= U C' - (D w z_ w Q 7C) (D rL Q wN TLJ W G U i� `0 z a 1 N � F4 r z G r Lr; J � 00 Q N W E S NORTH ARROW 0 15 30 60 GRAPHIC SCALE 1 "=30 FT. \\\ I IC •A R //7��/ w 3�29�ZQ22•' ��IIIIIIII�� ('7 LU 00 00 V) 00 00 N U Z O1, Z � '0 � C�2 LU Z LU ; w Q 0 0 0 — V ^� I..L J W (n W LU � V) F_ \ / Q EL � CIDV) Z \ �O LU z U QELZ REVISIONS: 1A2022-3-29 1ST EC REVIEW CO3 - SITE PLAN.DW G PROJECT NUMBER: 221011 DATE: 2/4/2022 DRAWN BY: KIW CO3 12 SHEET OF CO3 - SITE PLAN.DWG - PLOT: Kennedy - TUE. 3-29-2022 1:52 PM