HomeMy WebLinkAboutNCC230581_Site Plan or Location Map_20230307DocuSign Envelope ID: OB266792-2578-4EA5-86C9-959OA743EA3F
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PROPERTY BOUNDARY ��LZ���"�/
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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.
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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.
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EXISTING CONDITIONS LEGEND:
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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
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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
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