ILMParkingLot_ForSubmittal-SITE PLAN w_ImageLP
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MH
15" CL III RCP
PROP.
SIDEWALK
PROP.
SIDEWALK
PROP. CROSSWALK
(REMOVE C&G FOR
ACCESS)
HD PARKING
AREAS
PROP. SIDEWALK
OUTLET; REMOVE
C&G FOR ACCESS
PROP.
CROSSWALK
PROP.
CROSSWALK
SWALE
PROP.
SIDEWALK
INV.: 27.00'
INV.: 26.50'
INV.: 26.40'
PROP. DUAL
15" CL III RCP
INV.: 26.00'
SWALE
SWALE
20
.
0
'
9.0'
TYP.
10.5'
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'
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'
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'
60°
EX. INLET TO
BE CONVERTED
TO MH
EL: 30.50'
EL: 30.00'
EL: 30.25'
EL: 30.75'
EXISTING ACCESS ROAD
TO BE ADJUSTED TO
PARKING LOT GRADES
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EL: 30.50'
EL: 29.90'
EL: 29.90'
EL: 29.90'EL: 29.90'
EL: 30.50'
EL: 31.00'
EL: 31.00'
EL: 28.00'
EL: 28.00'
EL: 26.00'
EL: 28.00'
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SEDIMENT POND
W/ SKIMMER &
POROUS BAFFLES
(TYP. 3)
SWALE
SWALE SWALE
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REPLACE EX. 12" RCP
W/ 15" RCP PIPE
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5
.
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'
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88
.
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'
23.0'
EL: 29.65'
TEMP. ROCK INLET
POTECTION
VICINITY MAP
SCALE NORTH
RECEIVING
WATERS:
SMITH CREEK,
CAPE FEAR RIVER
BASIN
0 0.5 Mile
SITE
OUTFALL
COORDINATES:
34°15'45.10" N
77°54'23.36" W
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PROJECT NO: CE2022-129
DATE:12/15/2022
DESIGN BY: D. Stevick
DRAWN BY:GST
CHECKED BY: C. Parrott
APPROVED BY: D. Stevick
SCALE: 1"=30'
DRAWING NO.: 1
1
0'30'60'90'
Construction Sequence
Install Required Erosion Control
Demo Existing Access Road
Grade Construction Site as Required
Modify/Add Storm Drain Piping & Structures
Construct Asphalt Parking Areas,
Access Road & Sidewalks
T T Existing Telecommunications
GAS Existing Underground Gas
E E Existing Underground Electrical
SYMBOLS USED
Proposed Swale Centerline
Proposed Water Flow Direction
Existing contour
Existing Contour Index
Existing Fence
Sidewalk
Access Road
Asphalt Surface
Riprap surface
1
2
3
4
5
82,680
Main Parking Area 1080.882138,423
0.10984,784
0.02741,193
0.03281,429
1.898
HCP Parking 5
Proposed Area
1
2
3
4
5
Sidewalks
Access Road
Parking SpacesSq. Ft.Acre(s)
Total Disturbed Site Area
Applicant Name
Applicant & Property Owner Information
David Stevick, PE
Company
Carolina Engineers, PA
Address
PO Drawer 1578
City, State, Zip
New Bern, NC 28563
Phone
252.633.2424 Ofc / 252.670.7545 Mobil
Email
dstevick@carolinaengineers.com
Owner Name
Dick Granseur, PE
Company
New Hanover County Airport Authority
Address
1740 Airport Blvd. Suite 12
City, State, Zip
Wilmington, NC 28405
Phone
910.341.4333
Email
gdick@flyilm.com
Address/Location
Property Information
Dolan Dr., Wilmington International Airport
Total Parcel Acreage
1,339 Acres
Proposed Use
Employee Temporary Parking Lot
Existing Zoning and Use
AI Airport Industrial
Parcel Identification Number
R04200-001-025-00
EL: 30.00'Proposed Final Elevations
Existing Spot Elevations
Existing Features Text
Proposed Features TextSWALE
Proposed Silt Fence
Establish Final Ground Cover6
Typ. Swale Detail
(Not To Scale)
3.0'
3:1
Proposed Disturbed Acreage
1.89 Acres
Existing and Proposed Land Use: The 2.04 acre site is an open field, located on a 1,338.95 acre parcel controlled by the Wilmington International
Airport. The proposed facility is a temporary asphalt parking area with additional handicap parking that will be located near the center of the site
The proposed temporary parking area is being installed to provide additional employee parking for Wilmington International Airport.
Receiving Waters: The receiving waters for this site are the waters of Smith Creek in the Cape Fear River Basin. The Stream Index for Smith Creek is
18-74-63 and the classification is “C; SW”. The stream is not listed on the North Carolina 2020 Final 303(d) List.
Wetlands: No Wetlands are located on the site.
High Water Quality Zone: The site is not located within a High Water Quality Zone.
Flood Zone: FEMA Flood Insurance Rate Map No. 3720312900K revised on August 28, 2018, shows the subject property in the Flood Zone X - Minimal
Flood Risk.
Zoning: New Hanover County has assigned a zoning classification to the subject property of AI (Airport Industrial).
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Existing Storm Drain Piping
Proposed Storm Drain piping
Existing Sanitary Sewer
SD
Test borings indicate no water table within 8' of surface