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HomeMy WebLinkAboutNCC222685_Site Plan or Location Map_20220726F'lIV# yJbn/-4b-/Lbb CALL BEFORE YOU DIG... IT'S THE LAW. CALL N.C. ONE -CALL 811 (1-800-632-4949) FOR LOCATION OF UNDERGROUND UTILITIES AT LEAST 3 WORKING DAYS PRIOR TO BEGINNING GRADING OR TRENCHING. NORTH CAROLINA GENERAL STATUTE ARTICLE 8A, 87-122 11, LINE TABLE LINE BEARING DISTANCE L1 N16.4922"W 66.61' L2 N1636'14"E 51.82' L3 N16 36'49"E 69.96' L4 N04'16'36"E 93.64' L5 N24 53'18"W 82.55' L6 N43'03'27"W 54.13' L7 N0232'51 "W 18.86' L8 N06'13'58"W 37.69' L9 N70 2624"E 46.42' L10 N19 5525"W 22.31' L11 N45'00'37"W 32.69' L12 N00 44'28"E 20.62' L13 N44 48'10"E 44.78' L14 N1523'14"E 59.93' L15 N25 37'49"E 49.30' L16 N39'04'18"E 37.72' L17 N55 52'48"E 20.35' L18 N10.09'37"E 58.27' L19 N4158'50"E 42.86' L20 N06 58'33"E 61.40' L21 N13.17'20"E 61.65' L22 N 16 51 '51 "W 33.70' L23 N06.18'23"E 25.17' L24 N1130'56"E 44.58' L25 N24.07'33"E 27.33' L26 N09'03'27"W 30.03' L27 N10.03'53"E 40.62' L28 N00 42'47"W 54.98' L29 N39 21 '50"W 16.85' L30 N11'03'15"E 78.22' L31 N1537'55"E 42.62' L32 N05'09'30"W 52.55' L33 NO2 49'48"E 48.18' L34 N07 37'41 "W 55.14' L35 N34 51'40"E 18.29' L36 N12.08'16"E 52.53' L37 N38'05'23"E 19.66' L38 N21.16'49"W 32.42' L39 N07'10'28"W 31.40' L40 N35 54'39"E 22.87' L41 N00'16'18"E 61.10' L42 N10.05'42"E 32.61' L43 N19 5323"E 20.53' L44 N01.40'02"E 32.42' L45 N135326"W 34.07' L46 NO123'17"W 31.95' L47 N23 27'13"E 27.60' L48 N23 27'13"E 14.20' L49 N08'08'20"W 12.23' L50 N01.17'11 "E 99.31' L51 S88.1623"W 152.96' L52 S56'04'40"W 95.13' L53 S33'24'48"E 134.36' PROJECT DATA SITE INFORMATION PARCEL OWNER PIN NUMBER DEED REF PLAT REF ACREAGE ZONING WATERSHED TOWNSHIP SCHOOL DISTRICT FIRE DISTRICT PROPOSED SITE DATA NUMBER OF LOTS AVERAGE LOT SIZE MINIMUM LOT SIZE: SEBASTIAN DUKE GARNER & OVERALL DENSITY: MARGARET STEWART KISER 1017 SPIKE ROAD LINEAR FEET OF NEW ROADS: HILLSBOROUGH, NC 27278 ACRES IN OPEN SPACE: 9857-48-7266 ACRES IN CONSERVATION: BOOK 6633, PAGE 2121 BOOK 83, PAGE 76 // BOOK 119, PAGE 74 ADDITIONAL CONSERVATION: 76.23 AC (3,320,723 SF) TOTAL BY SURVEY SLOPES >15% DISTURBED: FRONT & CORNER SETBACKS: AR -AGRICULTURAL RESIDENTIAL SIDE & REAR SETBACKS: UPPER ENO CRITICAL WATERSHED LAND USE BUFFER: CEDAR GROVE (2) ORANGE COUNTY SCHOOLS LITTLE RIVER PROPOSED ROADWAY DATA: FEMA MAP# 3710985700K, DATED 11 /17/2017 BFE AT STREAM CROSSING 628' SOILS Ch - CHEWACLA - GROUP C GeB & GeC - GEORGEVILLE - GROUP B HrB - HERNDON - GROUP B W - WATER 50' RIGHT OF WAY 10' 18' 10' 6' SHLDR ROADWAY SHLDR DITCH 0.08 0.02 0.02 0.08 3:1 4:1 8" AGGREGATE BASE COURSE ROADWAY CROSS-SECTION NTS 3:1 7 WELL & SEPTIC LOTS 10.89 ACRES 10.04 ACRES 76.23 ACRES / 7 LOTS 1 UNIT PER 10.89 ACRES 3,187 LF NONE 14.17 AC OR 617,385 SF (STREAM, POND, WETLANDS & BUFFER) NONE 0 SF 40' 20' N/A ROAD CARPENTER LANE 50 WIDE PRIVATE 1.40 ACRES IN RIGHT-OF-WAY ON SITE 1.26 ACRES IN RIGHT-OF-WAY OFF SITE 2,373 LINEAR FEET OF CENTER LINE 21,972 SF IMPERVIOUS AREA ROAD "MINTA WAY", 50' WIDE PRIVATE 1.19 ACRES IN RIGHT-OF-WAY 814 LINEAR FEET OF CENTER LINE 21,972 SF IMPERVIOUS AREA IMPERVIOUS SURFACE INFORMATION: ROOF LIMITS: 75,500 SF • LOTS 1, 6, AND 7: 5,000 SF OF ROOF PER LOT WITH A 30,000 SF ALLOWANCE FOR FUTURE DEVELOPMENT OR SUBDIVISION • LOTS 2-5: 6,000 SF OF ROOF PER LOT • GENERAL: 6,500 SF OF ALLOWANCE FOR OVERAGES HARDSCAPE LIMITS: 17,000 SF • ALL LOTS: 1,000 SF OF HARDSCAPE PER LOT • LOTS 1, 6, AND 7: 6,000 SF ALLOWANCE FOR FUTURE DEVELOPMENT/SUBDIVISION • GENERAL: 4,000 SF TO CONSTRUCT MAIL KIOSK AND ADDRESS OVERAGES GRAVEL DRIVES AND ENTRANCE ROAD: 105,840 SF • GRAVEL ENTRANCE: 63,740 SF • LOTS 1, 6, AND 7: 2,450 SF PER LOT FOR DRIVE AND PARKING PAD WITH ALLOWANCE OF 14,700 SF FOR FUTURE DEVELOPMENT/SUBDIVISION • LOTS 2-5: 4,200 SF PER LOT FOR DRIVE AND PARKING PAD • GENERAL: 3,250 SF OF ALLOWANCE FOR OVERAGES. TOTAL IMPERVIOUS AREA = 198,340 SF OR 5.97% I I I I I I I I I I I I I 60.0' � m VICINITY MAP (NOT TO SCALE) HAMECON PLACE- - (50' PUBLIC R/W) I I I I I I I I I I L(50PORTEUR POINT \ ' PUBLIC R/W) -- 1 r- - ---------------- I I I I I I ICANOTAGE COURT (50' PUBLIC R/W) I - - I ` I J I I I I I I I I I I I I I I I I I I W U E O U U C Cll U T uj N CN �OCCo fl t U cl)(uLnM O �UOOY Z T T (� a- m m CZ .. Cz 0N20-LLW uuUrp�p CC ccoo 0o� uj z / Lu a LLJ z . • G.j.P�,� U Z Oe IIIIII I�� H- = a- l� L 0 M-T VL W O mIUUU w w w 222 O O O tL 0 O O O U,U,oz, Lu Lu Lu Lu 0 D_ IL IL N N N I_LLJ N N N Q co 0 r� CY) � 0 0 0 Lu r N C'') DATE: MARCH 12, 2021 HORIZONTAL SCALE: 1" = 150' VERTICAL SCALE: N/A PROJECT MANAGER: CPK DRAWN BY: CPK PROJECT NO: 20-17 DRAWING NAME: 20-17 WORKING I I THIS DRAWING AND THE DESIGN HEREON ARE THE PROPERTY OF EarthCentric Engineering, Inc. \ ` I THE INFORMATION ON THIS DRAWING IS NOT FOR USE ON ANY OTHER SITE OR PROJECT. THE REPRODUCTION OR OTHER USE OF THIS DRAWING IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF EarthCentric Engineering, Inc., IS PROHIBITED. COPYRIGHT 2022 EarthCentric Engineering, Inc. 150 0 GRAPHIC SCALE ( IN FEET ) 1 inch = 150 ft. SHEET NO. P:\20-17\20-17 DrawingsL20-17 Working\20-17 Working.dwg, C3.1 - Easement Plan, 4/6/2022 3:51:26 PM EROSION CONTROL PLAN