NCC211808_Site Plan or Location Map_20210325

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STORMWATER MANAGEMENT &
SEDIMENTATION AND EROSION CONTROL
GENERAL
PARCEL PIN: 65707642630(
MAP ID: 105-27.
PROPERTY DESCRIBED IN:
MAP REFERENCES:
MB 10, PG 43, DS 331, PG 9
MINIMUM SETBACKS (PER
a. FRONT: 30 FEET (NC F
b. SIDE: 10 FEET.
c. REAR: 15 FEET.
DATUM: NAD 83 (2001).
ELEVATIONS ARE BASED C
EXISTING & PROPOSED CC
THE SITE PHYSICAL ADDRI
TOTAL PROPERTYACREA(
TOTAL EXISTING IMPERVIC
TOTAL "DEVELOPABLE" AC
TOTAL DISTURBED AREA I;
SITE ZONING IS NOTZONE
THIS SURVEY IS OF AN E&
AN EXISTING ONE.
BOUNDARY AND TOPOGRI
SURVEY OF STORAGE LOC
SEPTEMBER 9, 2019.
SURVEYOR HAS MADE NO
EASEMENTS OF RECORD F
ENCUMBRANCES, RESTRI(
MAYBE DISCLOSED BYA F
ENGINEER MADE NO INVE:
ENCUMBRANCES, RESTRI(
FACTS THAT ANACCURATi
NO ATTEMPT WAS MADE T(
AERIAL IMAGES PROVIDEC
PURPOSES ONLY AND DO
THIS PROPERTY SCALES V
3720656000K DATED JUNE
REFERENCE FIRM.
NO KNOWN WETLANDS EX
NO "BLUE LINE STREAMS" EXIST ON THIS SITE.
THE SITE IS NOT WITHIN AN AREA OF ENVIRONMENTAL CONCERN.
THIS SITE IS NOT WITHIN THE 100 YR FLOODPLAIN.
THIS SITE IS NOT WITHIN ONE HALF MILE OF WATERS CLASSIFIED AS "SA".
SITE IS LOCATED WITHIN THE NEUSE RIVER BASIN.
NEAREST RECEIVING STREAM IS RATTLESNAKE BRANCH (27-150-6-4, SC, Sw, NSW).
THESE DRAWINGS ARE FOR SITE STORMWATER AND SEDIMENTATION AND EROSION CONTROL
PURPOSES ONLY. ANY PROPOSED WATER, SEWER, ELECTRIC, LIGHTING, IRRIGATION, SIGN,
TELECOMMUNICATIONS, GAS, ETC. UTILITIES AND PERMITTING SHALL BE BY OTHERS. ANY
PROPOSED GEOTECHNICAL EVALUATIONS SHALL BE BY OTHERS.
NORTH CAROLINA SEDIMENTATION AND EROSION CONTROL PERMIT IS REQUIRED.
NORTH CAROLINA STATE STORMWATER PERMIT IS REQUIRED.
EXISTING DRIVEWAY TO BE UTILIZED FOR ACCESS.
EXISTING USE: STORAGE UNIT BUILDING/FACILITY.
PROPOSED USE: STORAGE UNIT BUILDING/FACILITY.
TOTAL EXISTING BUILDING SQUARE FEET: 8,080 SF±.
TOTAL ADDITIONAL BUILDING SQUARE FEET: 45,500 SF.
TOTAL PROPOSED BUILDING SQUARE FEET: 53,580 SF.
LAND IS AND WILL REMAIN PRIVATE.
PROPOSED SITE STORMWATER IS HIGH DENSITY.
TOTAL EXISTING IMPERVIOUS AREA: 59,416 SF t.
EXISTING IMPERVIOUS RATIO: 32.7 %.
TOTAL PROPOSED IMPERVIOUS AREA: 129,580 SF ±.
PROPOSED IMPERVIOUS RATIO: 71.4%.
PROPOSED PLANTED (GREEN) AREA: 51,916 SF (28.6%).
"DEVELOPABLE" AREA: 122,080 SF (2.80 AC)
NET "DEVELOPABLE" IMPERVIOUS AREA: 70,164 SF
DEVELOPABLE" IMPERVIOUS RATIO: 57.5 %
IMPROVEMENTS for
STORAGE LOGIX, LLC
TOWNSHIP 3 - PAMLICO COUNTY
MERRITT, NORTH CAROLINA
VICINITY MAP 3.
1" = 1000'
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Know what's below.
Call before you dig.
GENERAL CONTRACTOR REQUIREMENTS
TOR SHALL MAINTAIN A COMPLETE SET OF APPROVED DRAWINGS OF THE WORK SITE AT
iT THE CONTRACTOR IS PERFORMING WORK.
TOR SHALL VERIFY THATALL NECESSARY PERMITS FOR CONSTRUCTION HAVE BEEN
OBTAINED PRIOR TO THE START OF CONSTRUCTION.
WITHIN ALL NOTES PROVIDED IN THE PLANS, THE TERM 'CONTRACTOR' SHALL MEAN THE GENERAL
CONTRACTOR AND ANY SUBCONTRACTOR, VENDOR, OR SUPPLIER PERFORMING CONSTRUCTION ON
THE SITE.
THE CONTRACTOR SHALL VERIFY EXISTING FIELD CONDITIONS AND REPORT ANY DISCREPANCIES OR
CONFLICTS TO THE ENGINEER PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE
DRAWINGS OR IN THE FIELD, EITHER PRIOR TO BEGINNING WORK OR DURING CONSTRUCTION IN THE
FIELD.
THE CONTRACTOR IS DIRECTED TO CONTACT THE UTILITY LOCATION SERVICE AT LEAST 72 HOURS
PRIOR TO BEGINNING CONSTRUCTION.
THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL UNDERGROUND AND OVERHEAD
UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING
CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING INFRASTRUCTURE WITHIN
THE PROJECT SITE OR ALONG ADJOINING PROPERTIES, INCLUDING BUT NOT LIMITED TO PAVEMENT,
CURB, UTILITIES, SIDEWALK, LANDSCAPING, DRAINAGE PIPES, ETC. THE CONTRACTOR SHALL REPAIR
AND/OR REPLACE AS REQUIRED ALL DAMAGED ITEMS IMMEDIATELY, IF NECESSARY, OR PRIOR TO THE
END OF THE PROJECT AT NO COST TO THE OWNER. REPAIRS SHALL BE IN ACCORDANCE WITH LOCAL
REGULATION REQUIREMENTS AND SHALL BRING THE DAMAGED ITEM TO A CONDITION SUBSTANTIALLY
EQUAL TO ITS PRIOR STATE.
THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING FIELD ADJUSTMENTS IN
THE EVENT OF CONFLICTS WITH WATER, SEWER, DRAINAGE, OR UTILITY LINES, EXISTING OR
PROPOSED.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL TRASH,
CONSTRUCTION DEBRIS, AND ORGANIC MATERIAL OFF -SITE AND IN A LEGAL MANNER.
SCHEDULE OF DRAWINGS
ao
SHEET NAME d-
M d'
1 COVER & VICINITY �0 N
2 EXISTING SITE Lr1
3 PROPOSED SITE PLAN '10
O M
4 WET DETENTION BASIN DETAILS rN l�
5 GRADING & DRAINAGE DETAILS N
6 EROSION CONTROL DETAILS V
7 NCGO1 DETAILS z L N
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PROJECT REVISIONS
NO. DESCRIPTION BY DATE
1 NCDEQ - SHIFT LD INWARD JGT 01.12.21
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PROPERTY OWNER & DEVELOPER
STORAGE LOGIX, LLC V
4391 DON LEE ROAD
ARAPAHOE, NORTH CAROLINA 28510
SURVEYOR
MARK R. LEE
239 LEE ROAD
GRANTSBORO, NORTH CAROLINA 28529
CONSULTING ENGINEER
THOMAS ENGINEERING, P.A. _ O�
P.O. BOX 1309 - 1316-B COMMERCE DRIVE
NEW BERN, NORTH CAROLINA 28563
OFFICE:252.637.2727 FAX: 252.636.244 8
COPYRIGHT© 2020 BY THOMAS ENGINEERING P.A. LW O
ALL RIGHTS RESERVED. THESE DRAWINGS ARE Q�
INSTRUMENTS OF SERVICE AND AS SUCH REMAIN LQ
THE PROPERTY OF THOMAS ENGINEERING P.A.
NEITHER THIS DOCUMENT NORANY PART OF THIS
DOCUMENT MAYBE REUSED, REPRODUCED OR _
TRANSMITTED IN ANY FORM OR BY ANY MEANS,
ELECTRONIC OR MECHANICAL INCLUDING BUT NOT
LIMITED TO PHOTOCOPYING, MICROFILMING AND (4m)
RECORDING, OR BY ANY INFORMATION STORAGE
AND RETRIEVAL SYSTEM, WITHOUT PERMISSION IN _
WRITING FROM THOMAS ENGINEERING P.A.
P_ LQ
FINAL DRAWINGS (/� ■
Released for permits only,
not released for construction.
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COVER & VICINITY
STORMWATER MANAGEMENT &
SEDIMENTATION AND EROSION
CONTROL IMPROVEMENTS for
STORAGE LOGIX, LLC.
TOWNSHIP #3 - PAMLICO COUNTY- NORTH CAROLINA
SCALE: 1 " = 500' 1 DATE: 12.30.2020
PROJECT #: 2020-010 1 SHEET: 01 of 07