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HomeMy WebLinkAboutNCC230581_Site Plan or Location Map_20230307DocuSign Envelope ID: OB266792-2578-4EA5-86C9-959OA743EA3F 11 I I I L— \ it i \ I it/ I I I ` 1 PROPOSED 30' 1 TYPE B BUFFER I � 8 6 7 4 5 9 — \ dop / 10 I / do 12 15 18 16 1 42 IN, 00NO/R� do 43 I— / 20 _ — / 21 _ 40 I 23 r \ 33 50' NEUSE 32 I RIPARIAN BUFFER 29 �> 7 30 50' NEUSE 27 I / EXISTING \ RIPARIAN BUFFER — 25 26 r� /Y _ ` / WETLANDS I I Q r EXISTING OPEI V — / STREAM SPAC PROPERTY BOUNDARY ��LZ���"�/ --------------- 1. PROJECT BOUNDARY INFORMATION SHOWN IS BASED ON FIELD SURVEY BY WITHERSRAVENEL, DATED 01/06/22 2. EXISTING WETLANDS AND RIPARIAN BUFFER LOCATIONS SHOWN ARE BASED ON FIELD EVALUATION BY WITHERSRAVENEL, DATED 02/02/22 3. LIMITS OF SUITABLE SEPTIC SOILS AREAS ARE BASED ON FIELD EVALUATION BY CENTRAL CAROLINA SOIL CONSULTING AS SHOWN ON A MAP TITLED, "PRELIMINARY SOILS EVALUATION - EDWARDS FAMILY TRACTS = 106 ACRES -JOHNSTON COUNTY, NC" DATED 06/07/2021. 4. ADJACENT AND SURROUNDING AREA PARCEL LINES AND PARCEL INFORMATION ARE BASED ON JOHNSTON COUNTY GIS INFORMATION. 5. REGULATORY FEMA MAPPED FLOODPLAINS DO NOT EXIST, AS NOTED, ON THIS SITE PER FIRM PANEL 3720179200J DATED 12/02/2005. 6. WATER SERVICE FOR THIS PROJECT WILL BE PROVIDED VIA AN EXTENSION OF THE JOHNSTON COUNTY PUBLIC WATER SYSTEM. SEWER SERVICE WILL BE PROVIDED VIA INDIVIDUAL ON -SITE SEPTIC SYSTEMS. 7. IN ACCORDANCE WITH ARTICLE VII, SECTION 14-383 OF THE LAND DEVELOPMENT CODE (STORMWATER ORDINANCE), THIS PROJECT DOES NOT REQUIRE STRUCTURAL STORMWATER MANAGEMENT DEVICES SINCE THE TOTAL IMPERVIOUS COVERAGE IS LESS THAN 15% AND IS LOCATED OUTSIDE THE ES WATERSHED DISTRICT. III III II II HATCH LEGEND: OPEN SPACE AREA F F EXISTING WETLANDS PER DELINEATION AND SURVEY BY F F F F WITHERSRAVENEL, INC. PROVISIONALLY SUITABLE CONVENTIONAL SEPTIC SOILS PER DETAILED GPS EVALUATION BY CENTRAL CAROLINA SOIL CONSULTING. PROVISIONALLY SUITABLE SHALLOW/LPP SEPTIC SOILS PER DETAILED GPS EVALUATION BY CENTRAL CAROLINA SOIL CONSULTING. I EXISTING CONDITIONS LEGEND: I 1 1 1 I 1 1 1 .I I 1 ADJOINER — ----- BOUNDARY RIGHT-OF-WAY EASEMENT ----------------------- EXISTING FENCE —X—X—X—X—X—X—X—X—X—X—X—X—X—X—X—X—X—X—X— GUARDRAIL OVERHEAD UTILITY LINE — —oHE— — —oHE— — —oHE— — —oHE— — —oHE WOODLINE. UNDERGROUND STORM DRAINAGE - EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS ---------------- EXISTING STREAM BUFFERS EXISTING STREAM BUFFERS NCDOT SIGHT TRIANGLE EASEMENT PER DB 1426, PG 200 I 1 1 I I I I 1 11 1 I 1 1 1 1 1 1 1 I �1 11 9 ', II �� I O' 1 i� C 11 1 1 I I A 1 1 1 1 1 1 56 I 1 PROPOSED 30' TYPE B BUFFER I 1 I 1 I ' 1 I 1 I ' 1 I 1 1 1 I 1 I 1 1 1 , 1 1 , I 1 I 1 I 111 11 1 ; I 1 1 r-- I I 1 1 1 I 1 gZ000000000p0O ° °o� N CAR 0°°°° aaaaaa� a °�FESS/" ° e— Q SEAL ° 1/20/2 0 75 150 SCALE: 1 inch = 150 ft. INI I IAL PLAN DAI E: UB/16/2U22 REVISIONS: 1 - 11/08/2022 REV PER NCDOT COMMENTS 211/21/2022 REV PER JOCO COMMENTS 3 01/20/2023 ---- REV PER JOCO COMMENTS WR Job No. DATE 02210579.10 01/20/2023 DRN: WR DGN: WR CKD: WR OVERALL SUBDIVISION PLAN u u • 0 O C2*00