ILM PARKING LOT 041023-TRC SITE PLANPROP. SIDEWALK
(MATCH EXISTING WIDTH)
PEDESTRIAN
CROSSING
SIGN W11-2 E E E E E E E E E E E E E E E E E E E E E E E E E E
E E
E E
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
T
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T
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T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
T
T T T T T T T T T T T
T
T
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T
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T
T
SD
S
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SD
SD
SD
SDSDSDSDSDSDSD
SDSDSDSDSDSD
SD
MH
MH
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
WV
WV
MH
SD
SD
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SD
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SD
SD
SD
SD
SD
SD
SD
SD
SD
88
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0
"
23.0"
20
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'
9.0'
TYP.
10.5'
20
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'
20
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0
'
20
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'
20
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'
20
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'
8.
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'
3
4
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0
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33
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3
2
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0
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30
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0
29.00
29
.
0
0
28.00
28.00
27
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0
0
27.00
3
4
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0
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33
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0
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3
2
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0
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3
1
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0
0
30
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29.00
29
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0
0
28.00
28.00
27
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0
27.00
22.0'
5
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'
R1
5
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'
R15
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0
'
R10.0'
R15.0
'
14
4
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0
'
47.2'
316.3'
317.6'
22.0"R5.0'
R5
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'
65
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'
5.0'
60°
4,270 Sq. Ft.
SWALE
SWALE
SWALE
INV.: 26.40'
DEMO EXISTING
ROAD SURFACE
15" CL III RCP
PROP. CROSSWALK
(REMOVE C&G FOR
ACCESS)
HCP PARKING
AREAS
PROP. CROSSWALK
PROP.
CROSSWALK
4' SIDEWALK
INV.: 27.00'
INV.: 26.50'
INV.: 26.00'
EX. INLET TO
BE CONVERTED
TO MH
EX
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A
C
C
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S
R
D
.
PROP. SIDEWALK
& CROSSWALK
OUTLET; REMOVE
C&G FOR ACCESS
EL: 30.50'
EL: 30.00'
EL: 30.25'
EL: 30.75'
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: 26.00'
EL: 28.00'
EL: 29.65'
EL: 28.00'
RESURFACE ROAD TO
NEW ELEVATIONS
4' SIDEWALK
5' LANDING
CONC PARKING
STOPS
DIRECTIONAL
ARROWS
MAIN PARKING AREA
MAIN LOT
EDGE
18" C&G W/
LANSCAPED ISLAND
W/ APPROVED
SHUBBERY
PARKING LOT
IDENTIFICATION
SIGN
PARKING LOT
IDENTIFICATION SIGN
"TO TERMINAL"
SIGN
LOT
ID
DOLAN DR.
PARKING
ACCESS
CONTROLS
BY OWNER
"TO TERMINAL"
SIGN
PARKING LOT
IDENTIFICATION
SIGN
PARKING LOT
IDENTIFICATION SIGN
PO
N
D
BO
T
T
O
M
2
6
.
0
0
'
REPLACE EX. 12" RCP
W/ 18" RCP PIPE
TEMP. ROCK INLET
POTECTION
REPLACE EX. SINGLE
15" RCP W/ DUAL 15"
CL III RCP
RIP RAP SPILLWAY OUTLET
PROTECTION
SEDIMENT BASIN
W/ SKIMMER &
POROUS BAFFLES
(TYP. 3)
RIP RAP BASIN INLET
PROTECTION
LOT
ID
LOT
ID
LOT
ID
NOTE: EXISTING AREA LIGHTING
2 HEADS TOWARDS PARKING LOT
NOTE: EXISTING AREA LIGHTING
2 HEADS TOWARDS PARKING LOT
PARKING
ACCESS
CONTROLS
BY OWNER
SWALE
SWALE
USE BORROW MATERIAL
FOR CENTER
ELEVATIONS AS NEEDED
VICINITY MAP
RECEIVING
WATERS:
SMITH CREEK,
CAPE FEAR RIVER
BASIN
SCALE NORTH
0 0.5 Mile
001
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PROJECT NO: CE2022-129
DATE:12/15/2022
DESIGN BY: D. STEVICK
DRAWN BY:GST
CHECKED BY: D.STEVICK
APPROVED BY: D. STEVICK
SCALE: 1"=30'
DRAWING NO.: 1
1
SYMBOLS USED
Proposed Swale Centerline
Proposed Water Flow Direction
Existing contour
Existing Contour Index
Existing Fence
Sidewalk
Access Road
Asphalt Surface
Riprap surface
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
Existing TelecommunicationsT
Existing Underground Gas
E Existing Underground Electrical
1
2
3
4
5
Main Parking Area 1060.882138,423
0.10984,784
0.02741,193
0.03281,429
1.89882,680
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
Parking for ILM Airport
Existing Zoning and Use
AC Airport Commercial
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
0'30'60'90'
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).
Existing Storm Drain Piping
Proposed Storm Drain piping
SS Existing Sanitary Sewer
SD
Test borings indicate no water table within 8' of surface
01
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Construction Entrance
Existing Area Lighting
Existing Taxi-way Lighting
SITE;
JOB SITE ENTRANCE
COORDINANCES
77.9086 Deg. W
34.2686 Deg. N
77.9058 Deg. W
COORDINATES:
34.2619 Deg. N
OUTFALL