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HomeMy WebLinkAboutNCC222174_Site Plan or Location Map_20220701NOTES: THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR RECORDING. THIS PROPERTY IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS -OF -WAY OF RECORD PRIOR TO THE DATE OF THIS MAP AND WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION. THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES UPON THIS PROPERTY. ON SITE TOPOGRAPHIC INFORMATION TAKEN FROM GREEN MOUNTAIN ENGINEERING, PLLC SURVEY FOR SHUGART MANAGEMENT DATED 02/02/2018. OFF SITE TOPOGRAPHIC INFORMATION TAKEN FROM ALAMANCE COUNTY GIS. BOUNDARY INFORMATION TAKEN FROM BOUNDARY SURVEY FOR SHUGART MANAGEMENT, BY GREEN MOUNTAIN ENGINEERING, PLLC, DATED: 02/02/2018. NO SURVEYING OR SUBSURFACE INVESTIGATIONS PERFORMED BY STOLTZFUS ENGINEERING, INC. PARCEL DATA: PARCEL ID:114544 TOTAL ACREAGE: 17.15 AC. +/- PHASE 2 AREA: 5.467 AC. +/- DEED REF: DB 3978 PG 470 PLAT REF: PB 81 PG 254 EXISTING ZONING: MDR EXISTING USE: ONE SINGLE FAMILY RESIDENCE & PHASE 1 THE STABLES AT HARRIS FARM UNDER CONSTRUCTION WITH 41 SINGLE FAMILY ATTACHED DWELLINGS PROPOSED PROPOSED USE PHASE 2: RESIDENTIAL (SINGLE FAMILY ATTACHED) MAXIMUM RESIDENTIAL DENSITY 4.85 UNITS/ACRE MINIMUM LOT AREA: 1,600 S.F. PER UNIT MAXIMUM LOT COVERAGE: 55% OF LOT AREA MINIMUM LOT WIDTH: 80 L.F. (ENTIRE DEVELOPMENT) MINIMUM OPEN SPACE SET ASIDE: 25%OF LOT AREA MINIMUM STREET SETBACK: 25 L.F., 15 L.F. FROM INTERNAL STREET MINIMUM SIDE SETBACK: 25 L.F. MINIMUM REAR SETBACK: 25 L.F. MAXIMUM BUILDING HEIGHT: 36/3 (FEET/STORIES) RIVER BASIN: CAPE FEAR STREAM INFORMATION: UNNAMED TRIBUTARY TO GUM CREEK GUM CREEK; STREAM INDEX 16-19-7, CLASSIFICATION: WS-V; NSW FROM SOURCE TO BIG ALAMANCE CREEK WATERSHED INFORMATION: THIS PROPERTY IS NOT LOCATED IN A WATER SUPPLY WATERSHED FLOOD INFORMATION: A PORTION OF THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD AREA PER FIRM MAP NUMBER 3710886400K, MAP REVISED DATE: NOV. 17, 2017 AND MAP NUMBER 3710885400K, MAP REVISED DATE: NOV. 17, 2017. CONSTRUCTION NOTES: 1. EROSION & SEDIMENT CONTROL PLAN REVIEW AND PERMIT REQUIRED FROM THE CITY OF BURLINGTON ENGINEERING DEPARTMENT PRIOR TO LAND DISTURBING ACTIVITY. 2. WATER EXTENSION PERMIT REQUIRED FROM THE STATE, SUBMIT CONSTRUCTION PLANS TO CITY FOR REVIEW. 3. SANITARY SEWER EXTENSION PERMIT WILL BE REQUIRED FROM STATE, SUBMIT CONSTRUCTION PLANS TO CITY FOR REVIEW. CITY WILL PROVIDE FLOW TRACKING FORM FOR NCDENR SUBMISSION. 4. WATER AND SANITARY SEWER ASSESSMENT FEES ARE DUE AT THE TIME OF TAP. 1 XXX / / 134 \ � 135 \ lc_ / \ 145 \ 144 \ PB 62 PG 77 \ \ / DRAWING INDEX: COVER SHEET Cl EXISTING CONDITIONS C2 SITE PLAN C3 LANDSCAPE PLAN C4 UTILITY PLAN C5 GRADING & DRAINAGE PLAN C6 DRAINAGE AREA PLAN C7 EROSION CONTROL PLAN PHASE 1 C8 EROSION CONTROL PLAN PHASE 2 C9 STORMWATER MANAGEMENT PLAN - BIORETENTION CELL C10 HARRIS FARM COURT PLAN & PROFILE C11 DETAIL C12 DETAIL C13 DETAIL C14 DETAIL C15 DETAILS - EROSION CONTROL C16 DETAILS - EROSION CONTROL C17 DETAILS - EROSION CONTROL C18 DETAILS - EROSION CONTROL C19 DETAILS - EROSION CONTROL C20 ^\1p0F \ `lOpF T , 00 \ F \ °°,�looF JASON L. DEBOER & MONICA L. DEBOER PARCELID:114551 DB 3280 PG 541 ZONING MDR i i 41 �p 41 JASON L. DEBOER & C MONICA L. DEBOER -� Lid PARCELID:114551 L DB 3280 PG 541 ZONING MDR / / / / 146 PB 73 PG 323 \ � 0\ \ \a n / / 148 / THE STABLES AT RABBIS PHASE 2 CITY OF BURLINGTON ALAMANCE COUNTY, NORTH CAROLINA looF FARM 1°° \ x 1 \ °°x, GEH TRUST #15-01 PARCELID:120472 I00F DB 4007 PG 802 ' ZONING MDR \ O i M P �°° T SEA loo F S ' Zoop loo F \ zO i C 0 F �r 100 _F \ \ \ 00F i PASSIVE `100 ' OPEN SPACE F \ 100 F i 49 COMMON AREA IOOF\ 1 i 50 ow.�� 100 F — 100 F 100 F RIS \\ o ,P 100E--- 100F �IOn_ BpNN/F</v HATCHERY RD J G, I/vo 0 � se VICINITY MAP 1" = 2,000' GRAPHIC SCALE 100 0 50 100 200 400 ( IN FEET ) 1 inch=100ft. N 00 O N U b,p Lu ' L O iJ N tl N N U NQv7z vi • .— O ra O U N N M 00 (IJ //L�n� �J i � � aJ Y a Q Z U O z Q a 20 Q:� cc O(D Z_ w Lu Lu I.-Z Lu ZaLu Qcn li O==orn �awl'V Z Q O w w w LL OQ�� a U U � - Z w O z Q Q o 2� T i w N 0V1 LLLu w 13 a Z waoZ a w a 2 vZJ LA VQ l / OZ- (wN� sn W O w= Z J VI - 0 = N Vl N Q F- LLI a z Z o O U z Z Z = Z oaa= U m U Q 0 O Q d F-ZN w w z Z OQ�� O O F- a v) U F- w O Z w w w ~ O O O O w u u u w w cI cI N Q N M zaaaaaa DRAWN BY: BBN CHECKED BY: ARS DATE: 08/03/2021 PROJECT NO.: 1902.02B REF. NO.: SCALE: 1"=100' R CA 6, Q-. oFss/o�; SEAL Ovclr���'��: eRU� N 06/07/2022 Cl 1 OF20 \\CAD6\Users\Owner\Dropbox\SEI Projects\1902-02\Phase 2 1902-02B\DWG\2022-PH2.dwg, 6/7/2022 4:23:51 PM