NCC222783_Site Plan or Location Map_20220816

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OWNER INFORMATION:
APPLICANT INFORMATION:
PIN, ACRES (DEED BOOK/ PAGE) /ZONE:
CURRENT LAND USE:
EXISTING ZONING:
TOWNSHIP:
PROPOSED USE:
ADJACENT PROPERTY OWNERS:
DIMENSION REQUIREMENTS: (GB)
EDENS, HILDA
506 EDENS LN
HAMPSTEAD, NC 28443
CMH HOMES, INC.
5000 CLAYTON RD
MARYVILLE, TN 37804
4204-97-4204-0000 t7.03 AC (1106/206)
VACANTLAND
GENERAL BUSINESS DISTRICT (GB)
TOPSAIL
OFFICE / SALES CENTER / STORAGE
SEE PLANS
MIN. FRONT YARD SETBACK:
25'
MIN. SIDE YARD SETBACK:
10,
MIN. CORNER SIDE YARD SETBACK:
12'
MIN. REAR YARD SETBACK:
10,
MAX. HEIGHT:
40'
MIN. STRUCTURE SEPARATION:
20'
' PROPOSED BUILDINGS NOT TO EXCEED 40' IN HEIGHT
BUILDING INFORMATION
TRIP GENERATION CALCULATIONS
Use:
Land Use Code
Number of Square Feet per 1000 sf
Weekday:
Weekday Peak AM:
Weekday Peak PM:
T =
Single Tenant Office
715
2.1
5 AVg.VTE
AVg.VTE
30 AVg.VTE
TYPICAL BUFFER DETAILS
PROVIDE BERMUDA "BLACK JACK" SEED TO ESTABLISH 98% COVERAGE PER COUNTY STANDARDS
BUFFER A3
• (1)CANOPYTREE
• (2) UNDERSTORY TREES
• 98% GRASS COVER
BOUNDARY
25'
100,
BUFFER B3
• (3) CANOPY TREES
• (2) UNDERSTORY TREES
• 98% GRASS COVER
BOUNDARY
20'
100'
BUFFER C4
• (2) UNDERSTORY TREES
• SHRUB HEDGE TO REACH & HEIGHT IN 4 YEARS
• 98% GRASSCOVER
BOUNDARY
W �.... �
25'
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111 100'
I TANCE CURVE RADIUS ARC LENGTH DELTA CHORD LENGTH CHORD BEARING \
LINE BEARING DIS C1 984.30' 45.62' 2°39'20"
45.62' S 42°31'41" E
L1 S 48°54'10" W 10.00'
I
OGER P JOHNSO
PROPOSED DRIVEWAY CK M. BRENN SEPTIC AREA ILDA EDENS R
ACCESS ON EDENS LANE IN: 4 04-97-4.618-00 H0000 0 EXISTING , ILDAa7-7 EDENS
PIN: 4214-07-1275-0000
p 2406, PG 281 WATER SERVICE 6" WATER P..PROPOSED DB 2895, PG 335
PB 28, PG 1 CONNECTION TO STORAGE SHED \ PB 34, PG 3
WATER
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PNE 22
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10 SPACES INCLUDING 1 ADA
VAN -ACCESSIBLE SPACE
PROPOSED 1-STORY BUILDING 2,100 SF / HEIGHT NOT TO EXCEED 40' I I I
PARKING CALCULATIONS PROPOSED 25' TALL SIGN
REQUIRED: 10 SPACES I
PROVIDED: 10 SPACES
HANDICAPPED PARKING REQUIRED: 1 SPACES EXISTING DRIVEWAY ON US HWY 17 I
HANDICAPPED PARKING PROVIDED: 1 SPACES TO BE REMOVED AND RIGHT-OF-WAY
TO BE RESTORED AS REQUIRED BY
PHASING NCDOT 5�NI
10'X70' SITE TRIANGLE, TYP.
-45.VII
PRELIMINARY SITE AffK
LIGHTING, TYP. HALL
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18' �E 2 `
PIN I
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1. THE PROJECT IS PLANNED TO BE DEVELOPED IN (1) PHASE.
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FLOODPLAIN NOTESry
32'
1. FLOOD ZONE X: THERE ARE NO SPECIAL FLOOD HAZARD AREAS LOCATED ON THE SUBJECT PARCEL ACCORDING
TO FEMA FLOOD INSURANCE RATE MAP (PANEL 4204, NUMBER 3720420400J), ADOPTED FEBRUARY 16, 2007.
INV4
SIGNS
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1. ALL PROPOSED SIGNS SHALL CONFORM TO PEDER COUNTY LIDO 9.8 FOR PERMANENT SIGNS FOR GENERAL
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BUSINESS DISTRICTS AND SHALL BE SUBMITTED UNDER SEPARATE PERMIT AS OUTLINED IN ARTICLE 9, SECTION
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9.2.
UTILITIES
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1. ALL WATER UTILITIES WILL BE COORDINATED WITH FENDER COUNTY ENGINEERING AND PROVIDED BY FENDER
—NE
COUNTY UTILITIES.
2. WASTEWATER TO BE TREATED BY ON -SITE SEPTIC. TO BE PERMITTED WITH FENDER COUNTY HEALTH
DEPARTMENT.
3. HYDRANTS PER FENDER COUNTY EMERGENCY MANAGEMENT REQUIREMENTS.JL
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TRAFFIC IMPACTS
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1. REFER TO TRIP GENERATION CALCULATIONS ON THIS SHEET.
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HISTORICAL & ARCHAEOLOGY NOTES
1. NO KNOWN HISTORIC OR ARCHEOLOGICAL SITES EXIST ON ANY OF THE SUBJECT PARCELS.
LANDSCAPING
1. BUFFERS AND PARKING LOT LANDSCAPING SHALL BE PROVIDED IN COMPLIANCE WITH FENDER COUNTY LIDO
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BOUNDARY
1. SURVEY IS IN PROGRESS & TITLE SEARCH FOR EXISTING EASEMENTS IS UNDERWAY. FINAL PLAT WILL REFLECT
ANY EASEMENT.
PROJECT ROAD NOTES
1. CONNECTION TO HIGHWAY 17 WILL HAVE A 30' RADIUS MINIMUM.
2. ADDRESSING WILL COMPLY WITH FENDER COUNTY LIDO ARTICLE 11.
NAICS CODE
453930 - THIS INDUSTRY COMPRISES ESTABLISHMENTS PRIMARILY ENGAGED IN RETAILING
NEW AND/OR USED MANUFACTURED HOMES (I.E., MOBILE HOMES), PARTS, AND EQUIPMENT
BUFFER DESCRIPTIONS AND DETAILS (Section B.2)
1. REFER TO TYPICAL LANDSCAPE BUFFERS FOR REQUIREMENTS.
2. EXISTING VEGETATION LOCATED WITHIN PROPOSED BUFFER AREAS TO REMAIN AND SERVE AS REQUIRED
BUFFERS. ADDITIONAL PLANTING SHALL BE PROVIDED AS REQUIRED TO SUPPLEMENT EXISTING VEGETATION TO
MEET MINIMUM COUNTY STANDARDS AS ILLUSTRATED IN DETAILS, THIS SHEET.
STREETLIGHT NOTES
1. STREETLIGHT LOCATIONS PENDING FINAL DESIGN TO BE PROVIDED BY DUKE ENERGY.
STORMWATER MANAGEMENT / EROSION CONTROL
1. STORMWATER AND EROSION CONTROL PLANS SHALL BE DESIGNED TO BE COMPLIANT WITH FENDER COUNTY LIDO
2. FULL PERMIT APPROVALS TO BE PROVIDED TO COUNTY WHEN RECEIVED
3. STORMWATER AND EROSION CONTROL PLANS WILL BE HANDLED ON SITE IN COMPLIANCE WITH ALL STATE AND COUNTY STORMWATER AND
EROSION CONTROL STANDARDS.
4. PER FENDER COUNTY LIDO, SECTION 7.9.1:
A DRAINAGE PLAN THAT WILL INCLUDE ALL PORTIONS OF THE DEVELOPMENT SHALL BE SUBMITTED. THIS PLAN SHALL BE PREPARED AND SEALED
BY A REGISTERED ENGINEER. THE PLAN AND FACILITIES SHALL PROVIDE FOR A DRAINAGE SYSTEM FOR THESE AREAS THAT WILL ACCOMMODATE
THE TEN-YEAR STORM EVENT WITHOUT FLOODING OR SUBSTANTIAL PONDING OF WATER IN THE AREAS INCLUDED IN THE PLAN. THE PLAN MUST
ALSO ACCOMMODATE ANY DISCHARGE FROM PROPERTIES IN UPLAND PORTIONS OF THE DRAINAGE BASIN THAT FLOWS THROUGH THE
PROPERTY FOR THE SAME STORM EVENT FOR THE TYPE DEVELOPMENT FOR WHICH THAT PROPERTY IS ZONED. THE BOUNDARY OF ANY
DRAINAGE AREA ON A PORTION OF THE SITE AND/OR UPLAND FROM THE SITE AND DRAINAGE AREAS BETWEEN STORMWATER DISCHARGE
POINTS FROM THE SITE TO THE RECIPIENT PERENNIAL STREAM SHALL BE SHOWN ON A MAP (COPY OF 7.5 MIN. USGS QUAD OR SIMILAR MAP). ANY
DRAINAGE FACILITY RECEIVING STORMWATER DISCHARGE FROM THE DEVELOPMENT SHALL HAVE THE CAPACITY TO CARRY THE ANTICIPATED
STORMWATER FLOW FROM AREAS THAT DISCHARGE THROUGH THEM FOR THE 10 YEAR STORM EVENT FROM THE POINT OF DISCHARGE AT THE
DEVELOPMENT TO THE RECIPIENT PERENNIAL STREAM WITHOUT OVER FLOWING THEIR BANKS. THE LOCATION, SIZE AND/OR CAPACITY OF ALL
STRUCTURES INCLUDED IN THE DRAINAGE SYSTEM AND RECEIVING DISCHARGE FROM THE DEVELOPMENT TO THE RECIPIENT PERENNIAL
STREAM SHALL BE SHOWN ON THE PLAN AND CALCULATIONS USED IN DESIGNING THE DRAINAGE SYSTEM SHALL BE SUBMITTED IN A LEGIBLE
FORMAT. THIS PLAN MAY BE INCLUDED IN THE STREET AND DRAINAGE PLAN, STORMWATER MANAGEMENT PLAN OR ON THE PRELIMINARY PLAT,
AS LONG AS THE DESIGN PROFESSIONAL CERTIFIES THAT THE SPECIFIC DRAINAGE PLAN SUBMITTED COMPLIES WITH THESE REQUIREMENTS
AND THE INFORMATION REQUIRED IS SHOWN OR SUBMITTED.
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EDENS LANE
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SUPPORTMATERIAL SHALL 80,000
LBS IN ALL WEATHER CONDITIONS • ' •
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EXISTING TREE TO BE PNE 14
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EXISTING TREE TO BE
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APPROVED BY FENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE ADMINISTRATOR
SIGNATURE:
DATE: 7/29/202
SITE PLAN VALID FOR TWO YEARS FROM APPROVAL DATE.
0 50' 100, 200'
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N O R T H SCALE: 1" = 50'
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PEI JOB#:
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