HomeMy WebLinkAboutARQ-ILM East Side Development TRC Review plansWATERFLOW
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Wilmington International Airport
Wilmington International Airport
CO
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PROJECT AREA
36.20 ACRES
PROJECT AREA
36.20 ACRES
PROJECT AREA
36.20 ACRES
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Wilmington International Airport
Wilmington International Airport
HANGAR FOFFICE
PROP. BIKERACK
PROP. BIKERACK
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
(919) 467-9708
C-0329
1" = 100'
Phase 1
Cover
CS - 1Contact the North Carolina One Call Center
prior to doing any digging. (1-800-632-4949)
June 26, 2025
DEVELOPER:
OWNER:
Wilmington International Airport
1740 Airport Blvd. - Suite 12
Wilmington, NC 28405
910-341-4333 ext: 1000
0'100'200'300'
(IN FEET)
1 INCH = 100 FT
ARQ Realty, LLC
6711 Netherlands Drive - Suite 120
Wilmington, NC 28405
910-720-0054 ext: 700
VICINITY MAP
1" = 2,000'
PROJECT
AREA
CS - 1 COVER
SHEET NO.DESCRIPTION
PH 1 SITE PLAN (50 SCALE)
CS - 8
CS - 9
CS - 10
CS - 11
CS - 12
CS - 13
CS - 15
CS - 14
EXISTING CONDITIONS PLAN
CS - 3 OVERALL SITE PLAN
CS - 4
OVERALL UTILITY PLANCS - 5
OVERALL GRADING / DRAINAGE PLAN
CS - 6
CS - 2
PH 1 UTILITY PLAN (50 SCALE)
CS - 7
PH 1 GRADING / DRAINAGE PLAN (60 SCALE)
PUBLIC WATER & PRIVATE SS PLAN PROFILE #1
SITE DETAILS
CHARTS & TABLES
EROSION CONTROL DETAILS
L-1 LANDSCAPE PLAN
L-2 LANDSCAPE DETAILS
NOTE
ALL CONSTRUCTION MUST BE PERFORMED IN
ACCORDANCE WITH CURRENT NEW HANOVER
COUNTY, ILM, NCDEQ, & NCDOT STANDARD
SPECIFICATIONS AND DETAILS.
SITE NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH NEW HANOVER
COUNTY, ILM, NCDEQ, AND NCDOT STANDARD SPECIFICATIONS AND
DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING UTILITIES.
3. FEMA MAPPED 100 YR FLOOD HAZARD AREAS NOT LOCATED ON THIS
SITE. FEMA MAP #3720313900K DATED AUGUST 28, 2018.
4. DIGITAL INFORMATION AND A STAKING PLAN WILL BE PROVIDED TO
THE CONTRACTOR UPON THEIR REQUEST.
5. ASBUILT AND TOPOGRAPHIC INFORMATION FROM FIELD SURVEY BY
MATRIX EAST, PLLC .
SITE
0'100'200'300'
(IN FEET)
1 INCH = 100 FT
ARCHITECT:DEVELOPER:
6711 Netherlands Drive - Suite 120
Wilmington, NC 28405
910-720-0054 ext: 700
RIVER BASIN: CAPE FEAR
SMITH CREEK: CLASS-C;Sw
06/26/2025
Bart J. McClain
PROJECT DATA
LT LIGHTING PLAN
PH 1 STAGE 1 EROSION CONTROL PLAN (50 SCALE)
PH 1 STAGE 2 EROSION CONTROL PLAN (50 SCALE)
EROSION CONTROL DETAILS
CS - 16
EDDB EAST-1A PLAN PROFILE
CS - 17
EDDB EAST-1B PLAN PROFILE
CS - 18
CS - 19
SITE & SEWER UTILITY DETAILS
WATER UTILITY DETAILS
STORM DRAINAGE DETAILS
CS - 20
CS - 21
CS - 22
CS - 23 EDDB EAST-1C PLAN PROFILE
NCG01 DETAILSCS - 24
EROSION CONTROL CALCS AND DETAILS
PUBLIC WATER & PRIVATE SS PLAN PROFILE #2
PROJECT SEWER FLOW
(gallons per day)
PROPOSED BLDG GDP EMPLOYEES # SHIFT TOTAL
BUILDING 1 25 50 1 1,250 gpd
BUILDING 3 25 20 1 500 gpd
HANGAR F 25 12 1 300 gpd
HANGARS (44)25 1(Each)1 1,100 gpd
TOTAL 3,150 gpd
____________________________________________________________________
NOTE: SEWER FLOW CALCULATIONS BASED ON @ 25 GALLON/EMPLOYEE/SHIFT.
HANGAR FLOW BASED ON 1 EMPLOYEE PER HANGAR AND 44 PROPOSED
INDIVIDUAL HANGARS.
ARQ - ILM
East Side Development
Environmental Impact Permit Note:
All impacts to the existing Non-Riparian
Wetland and Non-Wetland Waters were
obtained on September 25, 2024 under
permit # SAW-2023-02065.
Stormwater & BUA Note:
The modified Post Construction
Stormwater Management Permit SW8
050547 Application has been submitted to
NCDEQ and review comments have been
addressed. Once the ILM Master Plan
Permit has been approved, an individual
stormwater permit for ARQ-ILM East Side
Development will be applied for.
NOT ISSUED
FOR CONSTRUCTION
6-24
6-24
Wilmington International Airport
Wilmington International Airport
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PROJECT AREA
36.20 ACRES
PROJECT AREA
36.20 ACRES
PROJECT AREA
36.20 ACRES
Wilmington International Airport
Wilmington International Airport
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EXISTING 4-FT DIA. CONCRETE MANHOLE
EXISTING 4-FT DIA. CONCRETE MANHOLE
EXISTING 4-FT DIA. CONCRETE MANHOLE
EXISTING 4-FT DIA. CONCRETE MANHOLE
EXISTING 4-FT DIA. CONCRETE MANHOLE
EXISTING 4-FT DIA. CONCRETE MANHOLE
EXISTING 8-INCH DIA. GRAVITY SEWER
EXISTING 8-INCH DIA. GRAVITY SEWER
EXISTING 8-INCH DIA. GRAVITY SEWER
EXISTING 8-INCH DIA. GRAVITY SEWER
EXISTING 8-INCH DIA. GRAVITY SEWER
EXISTING 8-INCH DIA. GRAVITY SEWER
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
EXISTING 12-INCH WATER MAIN
EXISTING 12-INCH WATER MAIN
EXISTING 2-INCH WATER SERVICE
EXISTING WATER METER
EXISTING BACKFLOW PREVENTER
EXISTING BACKFLOW PREVENTER
EXISTING 6-INCH SEWER SERVICE
EXISTING 6-INCH SEWER SERVICE
EXISTING 6-INCH SEWER SERVICE
EXISTING FIRE HYDRANT
TEE WITH MJ CAP
TIE IN TO EX WATER MAIN
EXISTING 6-INCH SEWER SERVICE
EXISTING 6-INCH SEWER SERVICE
EXISTING 6-INCH SEWER SERVICE
EXISTING 6-INCH SEWER SERVICE
EXISTING TEMPORARY FIRE HYDRANT(BY OTHERS)
PROP. BIKERACK
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
(919) 467-9708
C-0329
Contact the North Carolina One Call Center
prior to doing any digging. (1-800-632-4949)
06/26/2025
Bart J. McClain
1" = 100'
Existing Conditions Plan
CS - 2
June 26, 2025
DEVELOPER:
OWNER:
Wilmington International Airport
1740 Airport Blvd. - Suite 12
Wilmington, NC 28405
910-341-4333 ext: 1000
0'100'200'300'
GRAPHIC SCALE
(IN FEET)
1 INCH = 100 FT
ARQ Realty, LLC
6711 Netherlands Drive - Suite 120
Wilmington, NC 28405
910-720-0054 ext: 700
ARQ - ILM
East Side Development
Existing Water Line by WK Dickson
Existing Sewer Line by WK DicksonSSSSSSSSSS
UTILITY LEGEND
Existing Water and Sewer Utility Note:
The existing water and sewer lines shown on this plan in blue
and green are from approved ILM utility extension plans
entitled 'Work Authorization 03 - ILM East Utility Expansion' by
WK Dickson and approved by CFPUA on March 28, 2025.
NOT ISSUED
FOR CONSTRUCTION
WATERFLOW
6-24
6-24
Wilmington International Airport
Wilmington International Airport
CO
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PROPOSED GATE #7DOUBLE AUTOMATIC
GATES FOR ENTRY
& EXIT
20'
10
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PROPOSED
HANGAR A
(120'x100')
12,000 sf
PROPOSED
HANGAR B
(120'x100')
12,000 sf
EDDB EAST-1A
CEMETERYACCESS
PROPOSED8' SECURITY
FENCE (TYP)
PROPOSED
HANGAR 1
(1
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99
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EDDB EAST-1C
(1
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PROPOSED
HANGAR 5
PROPOSED
HANGAR 4
PROPOSED
HANGAR 3
PROPOSED
HANGAR 2
PROPOSED
HANGAR E
(120'x100')
12,000 sf
HANGAR
(12,000 SF)
100
EDDB EAST-1B
PROPOSEDDUMPSTERSW/ SCREEN WALL
18
'9'
BUILDING #1
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N
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B
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JET BLASTDEFLECTOR
8' HIGH
PROPOSEDRETAINING
WALL
HANGAR DOFFICE3,592 sf
PROPOSED
HANGAR C
(120'x100')
12,000 sf
PROPOSED
HANGAR D
(120'x100')
12,000 sf
PROPOSEDCHARGEPOINT 6000EV CHARGINGSTATION
SELF SERVE
FUEL STATIONAREA
11
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158
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ADGII
ADGIII
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ADGII
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PROPOSEDDUMPSTERSW/ SCREEN WALL
PROPOSED
2-STORY
RETAIL (9,600 SF)
OFFICE (9,600 SF)
(19,200 SF TOTAL)
BUILDING #3
PROPOSED GATE #4
AUTOMATIC GATESCANNER ENTRY ACCESS
& SENSOR EXIT
PROPOSED GATE #2AUTOMATIC GATESCANNER ENTRY ACCESS &
SENSOR EXIT
PROPOSED
GSE BLDG.
(89.33'x50.67')
4,525 sf
PROJECT AREA
36.20 ACRES
PROJECT AREA
36.20 ACRES
PROJECT AREA
36.20 ACRES
PROPOSED
CONCRETE
3" S9.5B
8" CABC
3" S9.5B
8" CABC
3" S9.5B
8" CABC
3" S9.5B
8" CABC
GRASSED
SWALE EAST-1A
FROM
EDDB EAST-1A
GRASSED
SWALE EAST-1B
FROM
EDDB EAST-1B
GRASSED
SWALE EASE-1C FROM
EDDB EAST-1C
PROPOSEDRETAININGWALL
PROPOSEDCHARGEPOINT 6000EV CHARGINGSTATION
PROPOSED
CONCRETE
PROPOSED
CONCRETE
PROPOSED
CONCRETE
PROPOSED
CONCRETE
PROPOSED
CONCRETE
PROPOSED
FUEL STORAGE
TANKS
PROPOSED ACCESSSCANNER W/ KEYPAD
WITHIN 2'x10'x6" RAISEDCONCRETE ISLAND
PROPOSEDFUEL PUMP
CABINET
PROPOSED GATE #1
AUTOMATIC GATESCANNER ENTRY ACCESS& SENSOR EXIT
PROPOSED GATE #3MANUAL ENTRY
PROPOSED
GATE #6
MANUALENTRY
PROPOSED
CONCRETE
6
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JET BLASTDEFLECTOR8' HIGH
79.
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PROP. 6" SOLIDYELLOW LINE
W/ 6" BLACKOUTLINE
PROP. 6" SOLIDYELLOW LINE
W/ 6" BLACKOUTLINE
PROP. 12" SOLID
YELLOW LINEW/ 6" BLACKOUTLINE
PROP. 12" SOLIDYELLOW LINEW/ 6" BLACK
OUTLINE
PROP. 12" SOLID
YELLOW LINEW/ 6" BLACK
OUTLINE
PROP. NON-MOVEMENT
AREA MARKING6" SOLID YELLOW3'x6" YELLOW DASH
W/ 3' GAP W/ 6"BLACK OUTLINE
PROP. NON-MOVEMENT
AREA MARKING6" SOLID YELLOW3'x6" YELLOW DASH
W/ 3' GAP W/ 6"BLACK OUTLINE
PROP. 6" SOLID
YELLOW LINEW/ 6" BLACKOUTLINE
PROP. 6" SOLIDYELLOW LINE
PROP. 6" SOLIDYELLOW LINE
PROP. NON-MOVEMENTAREA MARKING
6" SOLID YELLOW3'x6" YELLOW DASHW/ 3' GAP W/ 6"
BLACK OUTLINE
PROPOSED
GRASS AREA
PROPOSED
CONCRETE
PROPOSED
CONCRETE
PROPOSEDMANUAL
SLIDING
GATES
PROPOSEDFENCE
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PROPOSED
GRASS AREA
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TIE TO
EX. FENCE
PROPOSED
GRASS AREA
PROPOSED
8' SECURITYFENCE (TYP)
PROPOSED8' SECURITY
FENCE (TYP)
PROPOSED
8' SECURITY
FENCE (TYP)
PROPOSED
8' SECURITYFENCE (TYP)
PROPOSED
8' SECURITYFENCE (TYP)
PROPOSED
8' SECURITYFENCE (TYP)
PROPOSED
8' SECURITYFENCE (TYP)
PROPOSED8' SECURITY
FENCE (TYP)
PROPOSED8' SECURITY
FENCE (TYP)
PROPOSED
8' SECURITYFENCE (TYP)
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PROP. PATTERN C INTERMEDIATEHOLDING POSITION MARKING3'x1' YELLOW DASH W/ 6"
BLACK OUTLINE
PROPOSED
CONCRETE
30.0
'
PROP. 6" SOLIDYELLOW LINE
W/ 6" BLACKOUTLINE
PROP. 6" SOLIDYELLOW LINE
W/ 6" BLACK
OUTLINE
HANGAR E
OFFICE
3,592 sf
PROPOSED
HANGAR F
(120'x100')
12,000 sf HANGAR FOFFICE
PROPOSED
HANGAR G
(120'x100')
12,000 sf
7
9
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0
'
Wilmington International Airport
Wilmington International Airport
PROPHC PKNGSIGNS
PROPOSEDHC PARKINGSIGNS (TYP)
PROPOSED24" SPILLCURB (TYP)
PROPOSED6' CONCRETESIDEWALK(TYP)
PROPOSED24" SPILL
CURB (TYP)
PROPOSED6' CONCRETESIDEWALK(TYP)
PROPOSED24" STD.CURB (TYP)
PROPOSED6' CONCRETESIDEWALK(TYP)
PROPOSED24" STD.CURB (TYP)
PROPOSED6' CONCRETESIDEWALK(TYP)
PROPOSED24" STD.CURB (TYP)
PROPOSED24" STD.CURB (TYP)
PROPOSED4' CONCRETEFLUME
PROPOSED24" SPILLCURB (TYP)
PROPOSED24" SPILLCURB (TYP)PROPOSED24" SPILLCURB (TYP)
PROPOSED24" SPILLCURB (TYP)
PROPOSED24" SPILLCURB (TYP)
PROPOSED24" STD.CURB (TYP)
PROPOSED24" STD.CURB (TYP)
PROPOSED24" STD.CURB (TYP)
PROPOSED24" STD.CURB (TYP)
PROPOSED24" SPILLCURB (TYP)PROPOSED24" SPILLCURB (TYP)
PROPOSED24" SPILLCURB (TYP)
PROPOSED24" STD.CURB (TYP)
PROPOSED6' CONCRETESIDEWALK(TYP)
PROPOSED5' CONCRETESIDEWALK(TYP)
PROPOSED5' CONCRETESIDEWALK(TYP)
PROPOSED5' CONCRETESIDEWALK(TYP)
PROPOSED2' CONCRETEFLUME
PROPOSED2' CONCRETEFLUME
PROPOSED2' CONCRETEFLUME W/NEENAH SOLIDCOVER
PROPOSED2' CONCRETEFLUME W/NEENAH SOLIDCOVER
PROPOSEDSTOP BARAND SIGN
PROPOSEDSTOP BARAND SIGN
PROPOSEDSTOP BAR
PROPOSEDSTOP BAR
PROPOSEDSTOP BAR
PROPOSEDSTOP BARAND SIGN
PROPOSEDSTOP BARAND SIGN
PROPOSEDSTOP BARAND SIGN
PROP. 4" 4,500 PSICONCRETE REINFORCEDW/ #4 REBAR 12" O.C. EACHWAY ON 4" CABC
PROP. 4" 4,500 PSICONCRETE REINFORCEDW/ #4 REBAR 12" O.C. EACHWAY ON 4" CABC
25.0
'
25
.
0
'
37
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0
'
TIE TOEX. PAVE
TIE TOEX. PAVE
PROP. PATTERN C INTERMEDIATE
HOLDING POSITION MARKING
3'x1' YELLOW DASH W/ 6"BLACK OUTLINE
PROPOSED24" SPILLCURB (TYP)
PROPOSED3' CONCRETESIDEWALK(TYP)
PROPOSED5' CONCRETESIDEWALK(TYP)
BUILDING 1
OFFICES/SCHOOL14,730 SF
PROPOSED
24" SPILLCURB (TYP)13
GPR CEMETERY BUFFER
FROM NEW SOUTH ASSOC.,
INC. (ARCHAEOLOGIST)
GPR CEMETERY BUFFER
FROM NEW SOUTH ASSOC.,
INC. (ARCHAEOLOGIST)
PROPOSED5' CONCRETESIDEWALK(TYP)
PROPOSEDHC PARKINGSIGNS (TYP)
30' R
30' R
20' R
20' R
30' R
30' R
20' R
20' R
95' R
120' R
200.5' R
225' R
200' R
225' R 45' R
70' R
PROPOSEDHC PARKINGSIGN (TYP)
FOREBAY
FOREBAY
FOREBAY
FOREBAY
FOREBAY
50' R
35' TAPER
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PROPOSED8'x12' CONC.GENERATOR PADBUILDING 3
PROPOSED8'x12' CONC.GENERATOR PADHANGAR E
PRO
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PROPOSED8'x12' CONC.GENERATOR PADHANGAR F
PROPOSED8'x12' CONC.GENERATOR PADBUILDING 1
PROP. 1-2"
PVC CONDUIT
PROP. 2-2"PVC CONDUITS
PROP. 2-2"PVC CONDUITS
PROP. 2-2"PVC CONDUITS
PROP. 1-2"
PVC CONDUIT
PROP. 1-2"PVC CONDUITS
PROP. BIKERACK
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
(919) 467-9708
C-0329
1" = 100'
Overall
Site Plan
CS - 3Contact the North Carolina One Call Center
prior to doing any digging. (1-800-632-4949)
June 26, 2025
DEVELOPER:
OWNER:
Wilmington International Airport
1740 Airport Blvd. - Suite 12
Wilmington, NC 28405
910-341-4333 ext: 1000
ARQ - ILM
East Side Development
0'100'200'300'
GRAPHIC SCALE
(IN FEET)
1 INCH = 100 FT
ARCHITECT:
DEVELOPER:
6711 Netherlands Drive - Suite 120
Wilmington, NC 28405
910-720-0054 ext: 700
ARQ Realty, LLC
6711 Netherlands Drive - Suite 120
Wilmington, NC 28405
910-720-0054 ext: 700
PAVEMENT/CONCRETE DESIGN LEGEND
DRIVE AISLES (HEAVY DUTY)
PARKING SPACES (LIGHT DUTY)
(8" CABC & 3" S9.5B)
(6" CABC & 3" S9.5B)
TAXILANE - ADG I
(8" CABC & 3" S9.5B)
TAXILANE/APRON - ADG II & III
SITE NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ILM, NEW HANOVER COUNTY, AND NCDOT
STANDARD SPECIFICATIONS AND DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. NO FEMA MAPPED FLOOD HAZARD AREAS LOCATED ON THIS SITE.
5. DIGITAL INFORMATION AND A STAKING PLAN WILL BE PROVIDED TO THE CONTRACTOR UPON
THEIR REQUEST.
6. ASBUILT AND TOPOGRAPHIC INFORMATION FROM FIELD SURVEY BY ANGLE RIGHT LAND
SURVEYING, PLLC .
7. THIS PROJECT WILL MEET ALL STORMWATER QUALITY AND QUANTITY REQUIREMENTS AS
REQUIRED BY NCDEQ AND NEW HANOVER COUNTY.
NOTE
ALL CONSTRUCTION MUST BE PERFORMED IN
ACCORDANCE WITH CURRENT ILM, NEW
HANOVER COUNTY, AND NCDOT STANDARD
SPECIFICATIONS AND DETAILS.
TRAFFIC SIGN NOTE
ALL SIGNS WILL USE PRISMATIC SHEETING AND WILL
ADHERE TO THE RETROREFLECTIVITY STANDARDS
FOUND IN THE LATEST EDITION OF THE MUTCD.
06/26/2025
Bart J. McClain
PUBLIC AREA STRIPING & SIGNAGE NOTES
1. ALL ONSITE PAVEMENT MARKINGS TO BE 4" WHITE
PAINT, UNLESS OTHERWISE NOTED.
2. STOP BAR AT N KERR AVE. TO BE 24" WHITE
THERMOPLASTIC.
3. STOP BARS INTERNAL TO SITE TO BE 24" WHITE PAINT.
4. STOP SIGN AT N KERR AVE. TO BE MUTCD R1-1 36"x36".
5. INTERNAL STOP SIGNS ARE TO BE MUTCD R1-1 30"x30".
6. DIRECTIONAL ARROWS TO BE WHITE PAINT.
CURB RAMP NOTE
Curb ramp locations are approximate only. Curb ramps
should be located and constructed in accordance with the
Town of Cary and NCDOT standards after the locations of
the propsed stop bars and/or pedestrian crosswalks have
been staked out.
(6" P-209 CRUSHED AGGREGATE &
7" P-501 PCC 4,500 PSI)
17.50'
B-B
2.00'
10.50'
ENTRANCE DRIVEWAY
TYPICAL SECTION
SCALE: 1" = 10'
5.00'25.00'
17.50'
2.00'
10.50'
5.00'
35.00'
NOT ISSUED
FOR CONSTRUCTION
6-24
6-24
X
Wilmington International Airport
Wilmington International Airport
CO
CO
X
X
X
X
X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
PROJECT AREA
36.20 ACRES
PROJECT AREA
36.20 ACRES
PROJECT AREA
36.20 ACRES
X
X
X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X
X
X
X
X
X
X
Wilmington International Airport
Wilmington International Airport
PROPOSEDHC PARKINGSIGN (TYP)
225' R
200' R
225' R
200.5' R
120' R
95' R
20' R
20' R
30' R
30' R
20' R
20' R
30' R
30' R
GPR CEMETERY BUFFER
FROM NEW SOUTH ASSOC.,
INC. (ARCHAEOLOGIST)
GPR CEMETERY BUFFER
FROM NEW SOUTH ASSOC.,
INC. (ARCHAEOLOGIST)
13
BUILDING 1
OFFICES/SCHOOL
14,730 SF
PROPOSED5' CONCRETESIDEWALK(TYP)
PROPOSED3' CONCRETESIDEWALK(TYP)
PROPOSED24" SPILLCURB (TYP)
TIE TOEX. PAVE
TIE TOEX. PAVE
37
.
0
'
25
.
0
'
25.0
'
PROP. 4" 4,500 PSICONCRETE REINFORCEDW/ #4 REBAR 12" O.C. EACHWAY ON 4" CABC
PROP. 4" 4,500 PSICONCRETE REINFORCEDW/ #4 REBAR 12" O.C. EACHWAY ON 4" CABC PROPOSEDSTOP BARAND SIGN
PROPOSEDSTOP BAR
PROPOSEDSTOP BAR
PROPOSEDSTOP BAR
PROPOSEDSTOP BAR
AND SIGN
PROPOSEDSTOP BARAND SIGN
PROPOSED2' CONCRETEFLUME W/NEENAH SOLIDCOVER
PROPOSED2' CONCRETEFLUME W/NEENAH SOLIDCOVER
PROPOSED5' CONCRETESIDEWALK(TYP)
PROPOSED6' CONCRETESIDEWALK(TYP)
PROPOSED24" STD.CURB (TYP)
PROPOSED24" SPILLCURB (TYP)
PROPOSED24" STD.CURB (TYP)
PROPOSED24" STD.CURB (TYP)
PROPOSED24" STD.CURB (TYP)
PROPOSED24" SPILLCURB (TYP)
PROPOSED24" SPILLCURB (TYP)
PROPOSED24" SPILLCURB (TYP)
PROPOSED24" SPILLCURB (TYP)
PROPOSED24" SPILLCURB (TYP)
PROPOSED4' CONCRETEFLUME
PROPOSED24" STD.CURB (TYP)
PROPOSED24" STD.CURB (TYP)
PROPOSED24" STD.CURB (TYP)
PROPOSED6' CONCRETESIDEWALK(TYP)
PROPOSED24" SPILLCURB (TYP)
PROPOSED6' CONCRETESIDEWALK(TYP)
PROPOSED24" SPILLCURB (TYP)
PROPOSEDHC PARKINGSIGNS (TYP)
PROPOSEDHC PARKINGSIGNS (TYP)
PROP. 6" SOLIDYELLOW LINEW/ 6" BLACK
OUTLINE
PRO
P
E
D
G
E
O
F
C
O
N
C
R
E
T
E
PROPOSED8' SECURITY
FENCE (TYP)
PROPOSED8' SECURITY
FENCE (TYP)
TIE TO
EX. FENCE
PROPOSED
FENCE
PROPOSEDMANUAL
SLIDINGGATES
PROP. NON-MOVEMENT
AREA MARKING
6" SOLID YELLOW3'x6" YELLOW DASH
W/ 3' GAP W/ 6"BLACK OUTLINE
PROP. NON-MOVEMENTAREA MARKING
6" SOLID YELLOW3'x6" YELLOW DASH
W/ 3' GAP W/ 6"BLACK OUTLINE
PROP. 12" SOLIDYELLOW LINE
W/ 6" BLACK
OUTLINE
PROP. 12" SOLIDYELLOW LINEW/ 6" BLACK
OUTLINE
12.5'
25.0'
PROPOSED
CONCRETE
PROPOSED
GATE #6MANUAL
ENTRY
PROPOSED GATE #1AUTOMATIC GATE
SCANNER ENTRY ACCESS& SENSOR EXIT
PROPOSED
FUEL PUMPCABINET
PROPOSED
FUEL STORAGE
TANKS
PROPOSED
CONCRETE
PROPOSED
CONCRETE
PROPOSEDCHARGEPOINT 6000EV CHARGINGSTATION
PROPOSED
RETAININGWALL
GRASSED
SWALE EAST-1B
FROM
EDDB EAST-1B
GRASSED
SWALE EAST-1A FROM
EDDB EAST-1A
PROPOSED GATE #2
AUTOMATIC GATESCANNER ENTRY ACCESS &
SENSOR EXIT
PROPOSED GATE #4AUTOMATIC GATE
SCANNER ENTRY ACCESS
& SENSOR EXIT
PROPOSED
DUMPSTERSW/ SCREEN WALL
100
.
2
'
ADGII
ADGI
SELF SERVE
FUEL STATIONAREA
PROPOSEDCHARGEPOINT 6000EV CHARGINGSTATION
PROPOSED
RETAININGWALL
T
A
X
I
W
A
Y
N
O
V
E
M
B
E
R
BUILDING #1
PROPOSEDDUMPSTERSW/ SCREEN WALL
100
HANGAR
(12,000 SF)
N.
K
E
R
R
A
V
E
N
U
E
-
S
R
1
1
7
5
(1
0
0
'
P
U
B
L
I
C
R
/
W
)
25.4'
24
.
8
'
N.
K
E
R
R
A
V
E
N
U
E
-
S
R
1
1
7
5
(1
0
0
'
P
U
B
L
I
C
R
/
W
)
PROPOSED
8' SECURITYFENCE (TYP)
RUN
W
A
Y
6
-
2
4
PROP. 12" SOLID
YELLOW LINEW/ 6" BLACKOUTLINE
PROPOSED
CONCRETE
X
X
X
X
X
X
X
X
X
PROP. 15' GRAVEL
ACCESS DRIVE
PROPOSED8' SECURITYFENCE (TYP)
PROP. NCDOT STDGUARDRAIL
PROP. 81.22'18" RCP @ 0.68%
PROP. FES
INV 18.10
PROP. FESINV 18.65
(1
0
0
'
P
U
B
L
I
C
R
/
W
)
N.
K
E
R
R
A
V
E
N
U
E
-
S
R
1
1
7
5
PROP. SECURITY FEN
C
E
X
X
X
X
X
48' R
20.
0
'
TEMP. 20' GRAVEL
CONSTRUCTION &EMPLOYEE ENTRANCE PROP. MANUALENTRANCE GATE
PROP. MANUAL
ENTRANCE GATE
PROPOSED8' SECURITY
FENCE (TYP)
TIE PROPOSED 8' SECURITY
FENCE TO EXISTING SECURITY
FENCE
PROPOSEDAUTOMATIC
GATE
EXISTING HANGAR
EMPLOYEE PARKING
PROPOSED
PED GATE
FOREBAY
EDDB EAST-1A
FOREBAY FOREBAY
EDDB EAST-1B
FOREBAY
PROP.
E
D
G
E
O
F
C
O
N
C
R
E
T
E
PROP
.
E
D
G
E
O
F
C
O
N
C
R
E
T
E
PROP. 1-2"PVC CONDUIT
PROP. 2-2"
PVC CONDUITS
PROP. 2-2"
PVC CONDUITS
PROP. 2-2"
PVC CONDUITS
PROP. 1-2"
PVC CONDUIT
PROPOSED8'x12' CONC.GENERATOR PADBUILDING 1
PROP. 1-2"PVC CONDUITS
PROP. BIKERACK
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
(919) 467-9708
C-0329
1" = 100'
Phase 1
Site Plan Overall
Contact the North Carolina One Call Center
prior to doing any digging. (1-800-632-4949)
June 26, 2025
DEVELOPER:
OWNER:
Wilmington International Airport
1740 Airport Blvd. - Suite 12
Wilmington, NC 28405
910-341-4333 ext: 1000
0'100'200'300'
GRAPHIC SCALE
(IN FEET)
1 INCH = 100 FT
ARCHITECT:
DEVELOPER:
6711 Netherlands Drive - Suite 120
Wilmington, NC 28405
910-720-0054 ext: 700
ARQ Realty, LLC
6711 Netherlands Drive - Suite 120
Wilmington, NC 28405
910-720-0054 ext: 700
PAVEMENT/CONCRETE DESIGN LEGEND
DRIVE AISLES (HEAVY DUTY)
PARKING SPACES (LIGHT DUTY)
(8" CABC & 3" S9.5B)
(6" CABC & 3" S9.5B)
TAXILANE - ADG I
(8" CABC & 3" S9.5B)
TAXILANE/APRON - ADG II & III
SITE NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ILM, NEW HANOVER COUNTY, AND NCDOT
STANDARD SPECIFICATIONS AND DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. NO FEMA MAPPED FLOOD HAZARD AREAS LOCATED ON THIS SITE.
5. DIGITAL INFORMATION AND A STAKING PLAN WILL BE PROVIDED TO THE CONTRACTOR UPON
THEIR REQUEST.
6. ASBUILT AND TOPOGRAPHIC INFORMATION FROM FIELD SURVEY BY ANGLE RIGHT LAND
SURVEYING, PLLC .
7. THIS PROJECT WILL MEET ALL STORMWATER QUALITY AND QUANTITY REQUIREMENTS AS
REQUIRED BY NCDEQ AND NEW HANOVER COUNTY.
NOTE
ALL CONSTRUCTION MUST BE PERFORMED IN
ACCORDANCE WITH CURRENT ILM, NEW
HANOVER COUNTY, AND NCDOT STANDARD
SPECIFICATIONS AND DETAILS.
TRAFFIC SIGN NOTE
ALL SIGNS WILL USE PRISMATIC SHEETING AND WILL
ADHERE TO THE RETROREFLECTIVITY STANDARDS
FOUND IN THE LATEST EDITION OF THE MUTCD.
06/26/2025
Bart J. McClain
PUBLIC AREA STRIPING & SIGNAGE NOTES
1. ALL ONSITE PAVEMENT MARKINGS TO BE 4" WHITE
PAINT, UNLESS OTHERWISE NOTED.
2. STOP BAR AT N KERR AVE. TO BE 24" WHITE
THERMOPLASTIC.
3. STOP BARS INTERNAL TO SITE TO BE 24" WHITE PAINT.
4. STOP SIGN AT N KERR AVE. TO BE MUTCD R1-1 36"x36".
5. INTERNAL STOP SIGNS ARE TO BE MUTCD R1-1 30"x30".
6. DIRECTIONAL ARROWS TO BE WHITE PAINT.
CURB RAMP NOTE
Curb ramp locations are approximate only. Curb ramps
should be located and constructed in accordance with the
Town of Cary and NCDOT standards after the locations of
the propsed stop bars and/or pedestrian crosswalks have
been staked out.
(6" P-209 CRUSHED AGGREGATE &
7" P-501 PCC 4,500 PSI)
17.50'
B-B
2.00'
10.50'
ENTRANCE DRIVEWAY
TYPICAL SECTION
SCALE: 1" = 10'
5.00'25.00'
17.50'
2.00'
10.50'
5.00'
35.00'
CS - 3a
ARQ - ILM
East Side Development
NOT ISSUED
FOR CONSTRUCTION
6-24
6-24
X
Wilmington International Airport
Wilmington International Airport
W
W
W
W
W
W
CO
X
X
X
X
X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
PROJECT AREA
36.20 ACRES
X
X
X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X
X
X
X
X
X
X
Wilmington International Airport
PROPOSEDHC PARKINGSIGN (TYP)
225' R
200' R
225' R
200.5' R
120' R
95' R
20' R
20' R
30' R
30' R
20' R
20' R
30' R
30' R
GPR CEMETERY BUFFER
FROM NEW SOUTH ASSOC.,
INC. (ARCHAEOLOGIST)
GPR CEMETERY BUFFER
FROM NEW SOUTH ASSOC.,
INC. (ARCHAEOLOGIST)
13
BUILDING 1
OFFICES/SCHOOL
14,730 SF
PROPOSED5' CONCRETESIDEWALK
(TYP)
PROPOSED
3' CONCRETE
SIDEWALK
(TYP)
PROPOSED24" SPILLCURB (TYP)
TIE TO
EX. PAVE
TIE TOEX. PAVE
37
.
0
'
2
5
.
0
'
25.
0
'
PROP. 4" 4,500 PSICONCRETE REINFORCEDW/ #4 REBAR 12" O.C. EACHWAY ON 4" CABC
PROP. 4" 4,500 PSI
CONCRETE REINFORCED
W/ #4 REBAR 12" O.C. EACH
WAY ON 4" CABC PROPOSED
STOP BAR
AND SIGN
PROPOSEDSTOP BAR
PROPOSED
STOP BAR
PROPOSED
STOP BAR
PROPOSED
STOP BAR
AND SIGN
PROPOSEDSTOP BARAND SIGN
PROPOSED
2' CONCRETE
FLUME W/NEENAH SOLIDCOVER
PROPOSED
2' CONCRETE
FLUME W/
NEENAH SOLID
COVER
PROPOSED
5' CONCRETE
SIDEWALK
(TYP)
PROPOSED6' CONCRETESIDEWALK(TYP)
PROPOSED
24" STD.
CURB (TYP)
PROPOSED
24" SPILLCURB (TYP)
PROPOSED
24" STD.
CURB (TYP)
PROPOSED
24" STD.
CURB (TYP)
PROPOSED24" STD.CURB (TYP)
PROPOSED24" SPILL
CURB (TYP)
PROPOSED24" SPILLCURB (TYP)
PROPOSED24" SPILLCURB (TYP)
PROPOSED24" SPILLCURB (TYP)
PROPOSED
24" SPILL
CURB (TYP)
PROPOSED4' CONCRETEFLUME
PROPOSED24" STD.CURB (TYP)
PROPOSED
24" STD.
CURB (TYP)
PROPOSED24" STD.CURB (TYP)
PROPOSED
6' CONCRETE
SIDEWALK
(TYP)
PROPOSED24" SPILL
CURB (TYP)
PROPOSED
6' CONCRETE
SIDEWALK
(TYP)
PROPOSED
24" SPILL
CURB (TYP)
PROPOSED
HC PARKING
SIGNS (TYP)
PROPOSEDHC PARKINGSIGNS (TYP)
PROP. 6" SOLID
YELLOW LINE
W/ 6" BLACK
OUTLINE
PRO
P
E
D
G
E
O
F
C
O
N
C
R
E
T
E
PROPOSED
8' SECURITY
FENCE (TYP)
PROPOSED
8' SECURITY
FENCE (TYP)
TIE TO
EX. FENCE
PROPOSED
FENCE
PROPOSED
MANUAL
SLIDING
GATES
PROP. NON-MOVEMENT
AREA MARKING
6" SOLID YELLOW
3'x6" YELLOW DASH
W/ 3' GAP W/ 6"
BLACK OUTLINE
PROP. NON-MOVEMENT
AREA MARKING
6" SOLID YELLOW
3'x6" YELLOW DASH
W/ 3' GAP W/ 6"
BLACK OUTLINE
PROP. 12" SOLID
YELLOW LINE
W/ 6" BLACK
OUTLINE
PROP. 12" SOLID
YELLOW LINE
W/ 6" BLACK
OUTLINE
12.5'
25.0'
PROPOSED
CONCRETE
PROPOSED
GATE #6
MANUAL
ENTRY
PROPOSED GATE #1
AUTOMATIC GATE
SCANNER ENTRY ACCESS
& SENSOR EXIT
PROPOSED
FUEL PUMP
CABINET
PROPOSED
FUEL STORAGE
TANKS
PROPOSED
CONCRETE
PROPOSED
CONCRETE
PROPOSED
CHARGEPOINT 6000
EV CHARGING
STATION
PROPOSED
RETAINING
WALL
GRASSED
SWALE EAST-1B
FROM
EDDB EAST-1B
GRASSED
SWALE EAST-1A FROM
EDDB EAST-1A
PROPOSED GATE #2
AUTOMATIC GATE
SCANNER ENTRY ACCESS &
SENSOR EXIT
PROPOSED GATE #4
AUTOMATIC GATE
SCANNER ENTRY ACCESS
& SENSOR EXIT
PROPOSED
DUMPSTERS
W/ SCREEN WALL
10
0
.
2
'
ADGII
SELF SERVE
FUEL STATION
AREA
PROPOSED
CHARGEPOINT 6000
EV CHARGING
STATION
PROPOSED
RETAINING
WALL
T
A
X
I
W
A
Y
N
O
V
E
M
B
E
R
BUILDING #1
PROPOSED
DUMPSTERSW/ SCREEN WALL
100
HANGAR
(12,000 SF)
N.
K
E
R
R
A
V
E
N
U
E
-
S
R
1
1
7
5
N.
K
E
R
R
A
V
E
N
U
E
-
S
R
1
1
7
5
(1
0
0
'
P
U
B
L
I
C
R
/
W
)
PROPOSED
8' SECURITY
FENCE (TYP)
RUN
W
A
Y
6
-
2
4
PROP. 12" SOLID
YELLOW LINE
W/ 6" BLACK
OUTLINE
PROPOSED
CONCRETE
X
X
X
X
X
X
X
X
X
PROP. 15' GRAVEL
ACCESS DRIVE
PROPOSED
8' SECURITY
FENCE (TYP)
PROP. NCDOT STD
GUARDRAIL
X
X
X
X
X
48' R
20
.
0
'
PROP. MANUAL
ENTRANCE GATE
PROPOSED
8' SECURITY
FENCE (TYP)
TIE PROPOSED 8' SECURITY
FENCE TO EXISTING SECURITY
FENCE
PROPOSED
AUTOMATIC
GATE
PROPOSED
PED GATE
FOREBAY
EDDB EAST-1A
FOREBAY FOREBAY
EDDB EAST-1B
FOREBAY
PROP
.
E
D
G
E
O
F
C
O
N
C
R
E
T
E
PRO
P
.
E
D
G
E
O
F
C
O
N
C
R
E
T
E
PROP. 1-2"
PVC CONDUIT
PROP. 2-2"
PVC CONDUITS
PROP. 2-2"
PVC CONDUITS
PROP. 2-2"
PVC CONDUITS
PROP. 1-2"
PVC CONDUIT
PROPOSED
8'x12' CONC.
GENERATOR PADBUILDING 1
PROP. 1-2"
PVC CONDUITS
PROP. BIKE
RACK
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
(919) 467-9708
C-0329
1" = 50'
Phase 1
Site Plan
Contact the North Carolina One Call Center
prior to doing any digging. (1-800-632-4949)
0'50'100'150'
GRAPHIC SCALE
(IN FEET)
1 INCH = 50 FT
DEVELOPER:
OWNER:
Wilmington International Airport
1740 Airport Blvd. - Suite 12
Wilmington, NC 28405
910-341-4333 ext: 1000
ARCHITECT:
DEVELOPER:
6711 Netherlands Drive - Suite 120
Wilmington, NC 28405
910-720-0054 ext: 700
ARQ Realty, LLC
6711 Netherlands Drive - Suite 120
Wilmington, NC 28405
910-720-0054 ext: 700
SITE NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ILM, NEW HANOVER COUNTY, AND NCDOT
STANDARD SPECIFICATIONS AND DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING UTILITIES.
3. ALL DISTANCES ARE TO BACK OF CURB UNLESS OTHERWISE SPECIFIED.
4. NO FEMA MAPPED FLOOD HAZARD AREAS LOCATED ON THIS SITE.
5. DIGITAL INFORMATION AND A STAKING PLAN WILL BE PROVIDED TO THE CONTRACTOR UPON
THEIR REQUEST.
6. ASBUILT AND TOPOGRAPHIC INFORMATION FROM FIELD SURVEY BY ANGLE RIGHT LAND
SURVEYING, PLLC .
7. THIS PROJECT WILL MEET ALL STORMWATER QUALITY AND QUANTITY REQUIREMENTS AS
REQUIRED BY NCDEQ AND NEW HANOVER COUNTY.
June 26, 2025
06/26/2025
Bart J. McClain
PAVEMENT/CONCRETE DESIGN LEGEND
DRIVE AISLES (HEAVY DUTY)
PARKING SPACES (LIGHT DUTY)
(8" CABC & 3" S9.5B)
(6" CABC & 3" S9.5B)
TAXILANE - ADG I
(8" CABC & 3" S9.5B)
TAXILANE/APRON - ADG II & III
NOTE
ALL CONSTRUCTION MUST BE PERFORMED IN
ACCORDANCE WITH CURRENT ILM, NEW
HANOVER COUNTY, AND NCDOT STANDARD
SPECIFICATIONS AND DETAILS.
TRAFFIC SIGN NOTE
ALL SIGNS WILL USE PRISMATIC SHEETING AND WILL
ADHERE TO THE RETROREFLECTIVITY STANDARDS
FOUND IN THE LATEST EDITION OF THE MUTCD.
PUBLIC AREA STRIPING & SIGNAGE NOTES
1. ALL ONSITE PAVEMENT MARKINGS TO BE 4" WHITE
PAINT, UNLESS OTHERWISE NOTED.
2. STOP BAR AT N KERR AVE. TO BE 24" WHITE
THERMOPLASTIC.
3. STOP BARS INTERNAL TO SITE TO BE 24" WHITE PAINT.
4. STOP SIGN AT N KERR AVE. TO BE MUTCD R1-1 36"x36".
5. INTERNAL STOP SIGNS ARE TO BE MUTCD R1-1 30"x30".
6. DIRECTIONAL ARROWS TO BE WHITE PAINT.
CURB RAMP NOTE
Curb ramp locations are approximate only. Curb ramps
should be located and constructed in accordance with the
Town of Cary and NCDOT standards after the locations of
the propsed stop bars and/or pedestrian crosswalks have
been staked out.
(6" P-209 CRUSHED AGGREGATE &
7" P-501 PCC 4,500 PSI)CS - 4
ARQ - ILM
East Side Development
NOT ISSUED
FOR CONSTRUCTION
WATERFLOW6-24
6-24
X
X
X X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X X
X
X
X
X
X
X
X
X
X
X X
X
X
Wilmington International Airport
W
W
W
W
W
W
W
W
W
CO
CO
X
X
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSS
WWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
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W
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SS
SS
SS
SS
SS
SS
SS
SS
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SS
SS
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SS
SS
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SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSS
SS
SS
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SS
SSSSSSSS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSS SSSSSSSS
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
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
SSSSSSSSSSSS
WWWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W
W W
WWWWWW
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 SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSS
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
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
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSS
SS
SS
SSSS
SS
SS
SS
SS
SSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSS
X
X
X
X
X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWWWWWWWWWWWW
SS
SS
SS
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWWWWW
SS
SS
SS
SS
SS
SS
SS
SS
W
W
WWWWWWWWWWWWWWWW
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
PROP. 4" PVC
DOM SEWERSERVICE (TYP)
PROP. MH 5
TOP = 21.46OUT = 14.31
PROP. MH 3
TOP = 19.96
IN = 12.47OUT = 12.37
PRO
P
.
1
7
6
.
7
6
'
8
"
P
V
C
S
S
@
0
.
5
0
%
FD KNOX BOX
REQUIRED IN GATE
PRO
P
.
8
"
P
V
C
C
-
9
0
0
W
A
T
E
R
L
I
N
E
PROP
.
4
"
D
O
M
.
S
E
W
E
R
S
E
R
V
I
C
E
PRO
P
E
O
P
PROPOSED
FH
PROPOSED
FH
PROPOSED
FH
PROP. O/W/S
SEPARATOR
1000 GAL (TYP)
PROP. O/W/S
SEPARATOR1000 GAL (TYP)
PRO
P
.
4
"
S
E
W
E
R
S
E
R
V
I
C
E
T
O
O
W
S
PROP. WATER SERVICETO SERVE ALL 5 HANGARS
TRUNK LINE SIZE &
INDIVIDUAL SERVICES TBD
FD KNOX BOX
REQUIRED ON GATE
PROP. DOMESTIC
BACKFLOW
PROP. DOMESTIC
WATER METER
PROP. 12" PVC C-9
0
0
W
A
T
E
R
L
I
N
E
PROP. 1-1/2" DOMESTIC
BACKFLOW
PROP. 1-1/2" DOMESTICWATER METER
PROP. 1-1/2" DOM
BACKFLOW
PROP. 1-1/2" DOM
WATER METER
SS S
E
R
V
I
C
E
PROP
.
4
"
P
V
C
D
O
M
PROP. O/W/SSEPARATOR
1000 GAL (TYP)
PROP
FH
PROP. 105.38' 8" PVC SS @ 0
.
5
0
%
PRO
P
.
1
9
9
.
7
2
'
8
"
P
V
C
S
S
@
0
.
5
0
%
PROP. MH 1
TOP = 22.40
IN = 10.86OUT = 10.76
PRO
P
.
6
"
S
E
W
E
R
S
E
R
V
I
C
E
PROP. O/W/SSEPARATOR1000 GAL (TYP)
PROP. 4" PVCDOM SEWERSERVICE (TYP)
PROP
.
4
"
D
O
M
.
S
E
W
E
R
S
E
R
V
I
C
E
PROP. 1-1/2"DOM WATER
SERVICE
PROP. 1-1/2"DOM WATER
SERVICE
PROP. 1-1/2"
DOM WATER
SERVICEsPROP. 1-1/2" DOM
BACKFLOW
PROP. 1-1/2" DOM
WATER METER
PROP. DOMESTIC
WATER SERVICE TAP
PROP
.
8
"
P
V
C
C
-
9
0
0
W
A
T
E
R
L
I
N
E
PRO
P
.
8
"
P
V
C
C
-
9
0
0
W
A
T
E
R
L
I
N
E
PROPFH
PROP. 20' CAPE FEARPUBLIC UTILITY EASEMENT
PROP
FH
RUN
W
A
Y
6
-
2
4
PROPOSED DOUBLEAUTOMATIC GATES
FOR ENTRY & EXIT
20'
10
'
(1
0
0
'
P
U
B
L
I
C
R
/
W
)
N.
K
E
R
R
A
V
E
N
U
E
-
S
R
1
1
7
5
(1
0
0
'
P
U
B
L
I
C
R
/
W
)
N.
K
E
R
R
A
V
E
N
U
E
-
S
R
1
1
7
5
EXISTINGGRASS
T
A
X
I
W
A
Y
N
O
V
E
M
B
E
R
PROPOSED
RETAININGWALL
PROPOSED
HANGAR 1
PROPOSED
HANGAR 5
PROPOSED
HANGAR 4
PROPOSED
HANGAR 3
PROPOSED
HANGAR 2
CEMETERY
ACCESS
PROPOSED
HANGAR A
12,000 sf
PROPOSED
HANGAR B
12,000 sf
PROPOSED
HANGAR C
12,000 sf
PROPOSED
HANGAR D
12,000 sf
PROPOSED
HANGAR E
12,000 sf
PROPOSED
GSE BLDG.
BUILDING #3
PROPOSED
2-STORY
(19,200 SF TOTAL)
SPRINKLED
PROPOSED
CONCRETE
PROPOSED
FUEL TANKS
W
W
W
W
PROP. 1-1/2" DOMBACKFLOW
PROP. 1-1/2" DOM
WATER METER
PROP. DOMESTIC
WATER SERVICE TAP
PROP. 24"x8"TAPPING SLEEVE
WITH VALVE
PROP
.
8
"
P
V
C
C
-
9
0
0
W
A
T
E
R
L
I
N
E
PROPFH
PROP. 12" PVC C-900 W
A
T
E
R
L
I
N
E
PRO
P
.
1
2
"
DIP
W
/
L
PROP12"x12"x8" TEE1-12" GV
1-12"x8" REDUCER
2-8" GV
PROP
12"x12"x12" TEE3-12" GV
PROP
24"x12" TAPPING
SLEEVE W/ VALVE
(BY OTHERS)
PROP. 4" PVC
OWS SERVICE
(TYP)
PROP. 4" PVCOWS SERVICE
(TYP)
PROP. 20' CAPE FEAR
PUBLIC UTILITY EASEMENT
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSPROP. MH 4TOP = 19.83
IN = 13.57
OUT = 13.47
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSPROP. MH 6
TOP = 18.40
OUT = 14.02
SS SS SS SS SS SS SS SS
SS
SS
SS SS
SS
SS
SS SS
SS
SS
SS
SS
PROP. O/W/S
SEPARATOR
1000 GAL (TYP)
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSS
PROP. 4" DOM.SS SERVICE
PROP. 4" SSSERVICE TO OWS
PROP. 4" DOM
.
S
S
S
E
R
V
I
C
E
W
W
W
W
PROPFDC
PROP. 4" FIRE LINE
BACKFLOW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
PROP. 1-1/2" DOMWATER SERVICE
W
W
PROP. 1-1/2" DOMESTIC
BACKFLOWS
PROP. 1-1/2" DOMESTICWATER METERS
PRO
P
.
8
"
P
V
C
C
-
9
0
0
W
A
T
E
R
L
I
N
E
PRO
P
.
8
"
P
V
C
C
-
9
0
0
W
A
T
E
R
L
I
N
E
WWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
PROP. DOMESTIC
BACKFLOW
PROP. DOMESTIC
WATER METER
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSS
SS
PROP. 4" DOM.SS SERVICE
PROP. 2" DOMESTIC
BACKFLOW
PROP. 2" DOMESTICWATER METER
PROP8"x8"x8" TEE
3-8" GV
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
PR
O
P
.
1
2
"
DIP
W
/
L
W
W
W
W
PROP
FH
PROP FH
(BY OTHERS)
X
X
X X X X X X
W
W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X
X
X
X
X
X
X
Wilmington International Airport
HANGAR EOFFICE
3,592 sf
PROPOSED
HANGAR F
(12,000 sf)
SPRINKLED
PROPOSED
HANGAR G
12,000 sf
BUILDING #1
PROPOSED GATE #1AUTOMATIC GATE
SCANNER ENTRY ACCESS& SENSOR EXIT
HANGAR F
OFFICESPRINKLED
PROPOSED GATE #2AUTOMATIC GATE
SCANNER ENTRY ACCESS &SENSOR EXIT
HANGAR
(12,000 SF)
WWWWWWWWWWWWWW
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
PROP. 1-1/2" DOM
WATER SERVICE
SS
SS
SS
SS
1-1/2" DOMESTICWATER SERVICE
FROM BUILDING 1
TO HANGAR G
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
PROP. O/W/S
SEPARATOR
1000 GAL (TYP)
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
PROP. 4" DOM.
SS SERVICE
PRO
P
.
4
"
D
O
M
.
S
E
W
E
R
S
E
R
V
I
C
E
SSSSSSSSSSSS
PROP. 4" SS
SERVICE TO OWS
PROP. 4" SS
SERVICE TO OWS
BUILDING 1
OFFICES/SCHOOL
14,730 SF
PROP. 4" FIRE LINEBACKFLOW
W
W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
W
PROPFDC
PRO
P
.
1
4
7
.
4
2
'
8
"
P
V
C
S
S
@
0
.
5
0
%
PROP
.
9
0
.
0
0
'
8
"
P
V
C
S
S
@
0
.
5
0
%
(BY OTHERS)
(BY OTHERS)
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSS
SS
SSSSSSSSSS
SSSSSSSS
PROP. 2000 GALGREASE TRAP
S
S
S
S
S
S
EXISTING 4-FT DIA. CONCRETE MANHOLE
EXISTING 4-FT DIA. CONCRETE MANHOLE
EXISTING 4-FT DIA. CONCRETE MANHOLE
EXISTING 4-FT DIA. CONCRETE MANHOLE
EXISTING 4-FT DIA. CONCRETE MANHOLE
EXISTING 4-FT DIA. CONCRETE MANHOLE
EXISTING 4-FT DIA. CONCRETE MANHOLE
EXISTING 8-INCH DIA. GRAVITY SEWER
EXISTING 8-INCH DIA. GRAVITY SEWER
EXISTING 8-INCH DIA. GRAVITY SEWER
EXISTING 8-INCH DIA. GRAVITY SEWER
EXISTING 8-INCH DIA. GRAVITY SEWER
EXISTING 8-INCH DIA. GRAVITY SEWER
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
EXISTING 12-INCH WATER MAIN
EXISTING 12-INCH WATER MAIN
EXISTING 2-INCH WATER SERVICE
EXISTING WATER METER
EXISTING BACKFLOW PREVENTER
EXISTING BACKFLOW PREVENTER
EXISTING 6-INCH SEWER SERVICE
EXISTING 6-INCH SEWER SERVICE
EXISTING 6-INCH SEWER SERVICE
EXISTING FIRE HYDRANT
TEE WITH MJ CAP
TIE IN TO EX WATER MAIN
EXISTING 6-INCH SEWER SERVICE
EXISTING 6-INCH SEWER SERVICE
EXISTING 6-INCH SEWER SERVICE
EXISTING 6-INCH SEWER SERVICE
EXISTING TEMPORARY FIRE HYDRANT(BY OTHERS)
REMOVE AND RELOCATETEMPORARY FIRE HYDRANT
EDDB EAST-1A
EDDB EAST-1B
EDDB EAST-1C
PROP. 1-1/2" DOMWATER METER
PROP. 1-1/2" DOM
BACKFLOW
W
W
W
W
PROPFH
PROP. 4" DOM.
SS SERVICE
PROP. MH 2
TOP = 20.70
IN = 11.84OUT = 11.74
PROP. O/W/S
SEPARATOR
1000 GAL (TYP)
SS
SS
WWWWWWWWWWWWWWPROP. 1" IRRIG
BACKFLOW
PROP. 1" IRRIG
TAP
PROP. 1" IRRIG
METER
X
X
X
X
X
X
X
X
X
PROP. 81.22'18" RCP @ 0.68%
PROP. FESINV 18.10
PROP. FESINV 18.65
(1
0
0
'
P
U
B
L
I
C
R
/
W
)
N.
K
E
R
R
A
V
E
N
U
E
-
S
R
1
1
7
5
PROP. SECURITY FENCE
PROP. 2" PE
WATER SERVICE
FOREBAY
FOREBAY
FOREBAY
FOREBAY
FOREBAY
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
PROPOSED8'x12' CONC.
GENERATOR PADBUILDING 3
PROPOSED8'x12' CONC.GENERATOR PADHANGAR E
PROPOSED8'x12' CONC.GENERATOR PADHANGAR F
PROPOSED8'x12' CONC.GENERATOR PADBUILDING 1
W
W
PROP. 2-2"
PVC CONDUITS
PROP. 2-2"PVC CONDUITS
PROP. 1-2"
PVC CONDUIT
PROP. 2-2"
PVC CONDUITS
PROP. 1-2"
PVC CONDUIT
PROP. 1-1/2" DOMESTIC
WATER SERVICE
PROP. 4"FIRE
LINETO FDC
PROP. 1-2"
PVC CONDUITS
PROP. BIKERACK
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT
SURVEYOR FURTHER DOES NOT WARRANT THAT THE
IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDER-
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
WW
SS SS
W
EE
TT
GG
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
(919) 467-9708
C-0329
1" = 100'
Overall
Utility Plan
CS - 5
DEVELOPER:
OWNER:
Wilmington International Airport
1740 Airport Blvd. - Suite 12
Wilmington, NC 28405
910-341-4333 ext: 1000
ARQ Realty, LLC
6711 Netherlands Drive - Suite 120
Wilmington, NC 28405
910-720-0054 ext: 700
Contact the North Carolina One Call Center
prior to doing any digging. (1-800-632-4949)
0'100'200'300'
GRAPHIC SCALE
(IN FEET)
1 INCH = 100 FT
ARCHITECT:
DEVELOPER:
6711 Netherlands Drive - Suite 120
Wilmington, NC 28405
910-720-0054 ext: 700
Existing Water Line by WK Dickson
Existing Sewer Line by WK DicksonSSSSSSSSSS
Proposed Water Line by CFCAWWWW
Proposed Sewer Line by CFCASSSSSSSS
UTILITY LEGEND
Financially Responsible Contact:
Benjamin Zucker
ARQ Realty, LLC Group
919-939-6769
NOTE:
BUILDING 3, HANGAR F, AND GSE TO
BE SPRINKLED.
NOTE:
GATED ENTRANCES/EXITS (4) TO
AIRPORT AREAS WILL HAVE KNOX
BOX'S ON EXTERIOR SIDE OF GATES.
KNOX BOX'S FOR BUILDINGS TO BE
LOCATED ON OUTSIDE WALL NEXT TO
THE RISER ROOM DOOR.
UNDERGROUND UTILITY NOTE:
UNDERGROUND UTILITY RELOCATIONS ARE TO BE
COORDINATED BETWEEN THE CONTRACTOR AND THE
INDIVIDUAL UTILITY COMPANIES.
June 26, 2025
06/26/2025
Bart J. McClain
ARQ - ILM
East Side Development
NOT ISSUED
FOR CONSTRUCTION
Existing Water and Sewer Utility Note:
The existing water and sewer lines shown on this plan in blue
and green are from approved ILM utility extension plans
entitled 'Work Authorization 03 - ILM East Utility Expansion' by
WK Dickson and approved by CFPUA on March 28, 2025.
X
W
W
W
W
W
W
CO
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSS
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SSSSSSSS
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SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
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SS
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SS
W
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WWWWWWWWWWWWWWWW
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS
WWWWWWWWWWWWWWWWWWW
W
W
W
W
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W
SS
SS
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SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSS
SS
W
W
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W
X
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X X X X X X
W
W
X
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X X X X X X X X X X
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WWWWWWWWWWWWWW
W
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SS
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WWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
S
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WWWWWWWWWWWWWW
X
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X
X
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X
PROP. 1" IRRIG
METER
PROP. 1" IRRIG
TAP
PROP. 1" IRRIG
BACKFLOW
PROP. O/W/S
SEPARATOR
1000 GAL (TYP)
PROP. MH 2
TOP = 19.34
IN = 11.84
OUT = 11.74
PROP. 4" DOM.
SS SERVICE
PROP
FH
PROP. 1-1/2" DOM
BACKFLOW
PROP. 1-1/2" DOM
WATER METER
REMOVE AND RELOCATE
TEMPORARY FIRE HYDRANT
(BY OTHERS)
(BY OTHERS)
PRO
P
.
9
0
.
0
0
'
8
"
P
V
C
S
S
@
0
.
5
0
%
PR
O
P
.
1
4
7
.
4
2
'
8
"
P
V
C
S
S
@
0
.
5
0
%
PROP
FDC
PROP. 4" FIRE LINE
BACKFLOW
BUILDING 1
OFFICES/SCHOOL
14,730 SF
PROP. 1-1/2" DOM
WATER SERVICE
HANGAR
(12,000 SF)
PROPOSED GATE #2
AUTOMATIC GATE
SCANNER ENTRY ACCESS &
SENSOR EXIT
HANGAR F
OFFICE
SPRINKLED
PROPOSED GATE #1
AUTOMATIC GATE
SCANNER ENTRY ACCESS
& SENSOR EXIT
BUILDING #1
HANGAR E
OFFICE
3,592 sf
PROP
FH DI
P
W
/
L
PR
O
P
.
1
2
"
PROP
8"x8"x8" TEE
3-8" GV
PROP. 4" DOM.
SS SERVICE
PROP. DOMESTIC
WATER METER
PROP. DOMESTIC
BACKFLOW
PRO
P
.
8
"
P
V
C
C
-
9
0
0
W
A
T
E
R
L
I
N
E
PR
O
P
.
8
"
P
V
C
C
-
9
0
0
W
A
T
E
R
L
I
N
E
PROP. 4" DO
M
.
S
S
S
E
R
V
I
C
E
PROP. MH 6
TOP = 18.40
OUT = 14.02
PROP. MH 4
TOP = 19.89
IN = 13.57
OUT = 13.47
PROP. 20' CAPE FEAR
PUBLIC UTILITY EASEMENT
EX
24"x12" TAPPING
SLEEVE W/ VALVE
(BY OTHERS)
PROP
12"x12"x12" TEE
3-12" GV
PROP
12"x12"x8" TEE
1-12" GV
1-12"x8" REDUCER
2-8" GV
DIP
W
/
L
PR
O
P
.
1
2
"
EX. 12" PVC C-900
W
A
T
E
R
L
I
N
E
PROP
FH
PRO
P
.
8
"
P
V
C
C
-
9
0
0
W
A
T
E
R
L
I
N
E
PROPOSED
FUEL TANKS
PROPOSED
CONCRETE
PROPOSED
HANGAR E
12,000 sf
CEMETERY
ACCESS
PROPOSED
RETAINING
WALL
T
A
X
I
W
A
Y
N
O
V
E
M
B
E
R
EXISTING
GRASS
N.
K
E
R
R
A
V
E
N
U
E
-
S
R
1
1
7
5
(1
0
0
'
P
U
B
L
I
C
R
/
W
)
EX. MH 1
TOP = 22.40
IN = 10.86
OUT = 10.76
PR
O
P
.
1
9
9
.
7
2
'
8
"
P
V
C
S
S
@
0
.
5
0
%
PROP. 105.38' 8" PVC
S
S
@
0
.
5
0
%
PROP
FH
PR
O
P
.
4
"
P
V
C
D
O
M
SS S
E
R
V
I
C
E
PROP. 1-1/2" DOM
WATER METER
PROP. 1-1/2" DOM
BACKFLOW
EX. 12" PVC C
-
9
0
0
W
A
T
E
R
L
I
N
E
PROP. DOMESTIC
WATER METER
PROP. DOMESTIC
BACKFLOW
FD KNOX BOX
REQUIRED ON GATE
PRO
P
E
O
P
PR
O
P
.
8
"
P
V
C
C
-
9
0
0
W
A
T
E
R
L
I
N
E
FD KNOX BOX
REQUIRED IN GATE
PR
O
P
.
1
7
6
.
7
6
'
8
"
P
V
C
S
S
@
0
.
5
0
%
PROP. MH 3
TOP = 19.96
IN = 12.47
OUT = 12.37
PROP. MH 5
TOP = 21.04
OUT = 14.31
EXISTING TEMPORARY FIRE HYDRANT
(BY OTHERS)
EXISTING 6-INCH SEWER SERVICE
TEE WITH MJ CAP
EXISTING FIRE HYDRANT
EXISTING BACKFLOW PREVENTER
EXISTING BACKFLOW PREVENTER
EXISTING WATER METER
EXISTING 2-INCH WATER SERVICE
EXISTING 12-INCH WATER MAIN
EXISTING FIRE HYDRANT
EXISTING 8-INCH DIA. GRAVITY SEWER
EXISTING 4-FT DIA. CONCRETE MANHOLE
EXISTING 4-FT DIA. CONCRETE MANHOLE
PROP. 1-2"
PVC CONDUIT
PROP. 2-2"
PVC CONDUITS
PROP. 2-2"
PVC CONDUITS
PROP. 2-2"
PVC CONDUITS
PROP. 1-2"
PVC CONDUIT
PROP. 4"FIRE
LINETO FDC
PROP. 4" FIRE LINE
BACKFLOW
PROP. 1-1/2" DOMESTIC
WATER METER
PROP. 1-1/2" DOMESTIC
BACKFLOW
PROP. 1-1/2" DOMESTIC
WATER SERVICE
PROP. 1-2"
PVC CONDUITS
PROP. BIKE
RACK
EDDB EAST-1A
EDDB EAST-1B
CO
CO
CO
CO
CO
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
(919) 467-9708
C-0329
1" = 50'
CS - 6Contact the North Carolina One Call Center
prior to doing any digging. (1-800-632-4949)
0'50'100'150'
GRAPHIC SCALE
(IN FEET)
1 INCH = 50 FT
DEVELOPER:
OWNER:
Wilmington International Airport
1740 Airport Blvd. - Suite 12
Wilmington, NC 28405
910-341-4333 ext: 1000
ARCHITECT:DEVELOPER:
6711 Netherlands Drive - Suite 120
Wilmington, NC 28405
910-720-0054 ext: 700
ARQ Realty, LLC
6711 Netherlands Drive - Suite 120
Wilmington, NC 28405
910-720-0054 ext: 700
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT
SURVEYOR FURTHER DOES NOT WARRANT THAT THE
IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDER-
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
WW
SS SS
W
EE
TT
GG
June 26, 2025
06/26/2025
Bart J. McClain
Phase 1
Utility Plan
NOTE
ALL CONSTRUCTION MUST BE PERFORMED IN
ACCORDANCE WITH CURRENT ILM, NEW
HANOVER COUNTY, AND NCDOT STANDARD
SPECIFICATIONS AND DETAILS.
ARQ - ILM
East Side Development
Existing Water Line by WK Dickson
Existing Sewer Line by WK DicksonSSSSSSSSSS
Proposed Water Line by CFCAWWWW
Proposed Sewer Line by CFCASSSSSSSS
UTILITY LEGEND
Existing Water and Sewer Utility Note:
The existing water and sewer lines shown on this plan in blue
and green are from approved ILM utility extension plans
entitled 'Work Authorization 03 - ILM East Utility Expansion' by
WK Dickson and approved by CFPUA on March 28, 2025.
NOT ISSUED
FOR CONSTRUCTION
WATERFLOWPROP.FES 40
6-24
6-24
X
X
X X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
X
X
X X
X
X X
X
X
X
X
X
X
X
X
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X X
X X
Wilmington International Airport
Wilmington International Airport
X
X
X
X
X
X
X X X X X X X X X
X
X
X
X
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X
X
X
X
X
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X
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X
X
X
X
X
X
X
PROP.
JB 50
PROP.
JB 51
PROP.MH 41A
PROP.
GI 73
PROP.GI 71
PROP.
CB 70
PROP.SLOT DRAIN
TOP 20.00
PROP.
JB 64
BUILDING #3
PROPOSED
2-STORY
FFE 19.25
PROPOSED
HANGAR D
FFE 21.00
PROPOSED
HANGAR C
FFE 21.00
PROPOSED
HANGAR B
FFE 21.00
PROPOSED
HANGAR A
FFE 21.00
PROP.
END 57
PROP.
JB 66
PROP.GI 65
PROP.JB 59
PROP.JB 58
PROP.
JB 44
PROP.SLOT DRAIN
TOP 20.10
PROP.SLOT DRAINTOP VARIES
PROP.SLOT DRAIN
TOP 20.10
PROP.SLOT DRAIN
TOP 20.21
PROP.
JB 56
END PIPE20A
PROP. 30" HDPE
PROP. ADSSLOT DRAINTOP 22.00
PROP. ADS
SLOT DRAINTOP 22.10
PROP.SLOT DRAIN
TOP VARIES
PROP.
JB 43
PROP.
JB 46
PROP.
SLOT DRAINTOP 20.21
PROP.
GI 30B
PROP.
FES 30A
PROP. FES 80INV 17.00
PROP. FESINV 13.00
PROP. FESINV 11.70
PROP.GI 47
PROP. SWALE140 LF
PR
O
P
.
3
6
"
H
D
P
E
PR
O
P
.
3
0
"
H
D
P
E
PR
O
P
.
3
0
"
H
D
P
E
PR
O
P
.
3
0
"
H
D
P
E
PR
O
P
.
2
4
"
H
D
P
E
PR
O
P
.
2
4
"
H
D
P
E
PROP. 12" HDPE
PRO
P
.
1
5
"
H
D
P
E
PROP. 15" HDPE
PROP.GI 21
PROP.GI 23
PROP.
DI 34
PROP. RISER 37TOP 17.80
12" INV 15.00
18" INV 12.74
PROP.
FES 1
PROP.
RISER 1DTOP 16.50
12" INV 13.818" INV 13.8
PROP.
GI 10
PROP.
GI 11
PROP.
GI 28
PROP.GI 27
PROP.
GI 2
PROP.GI 24
PROP.MH 22
RUN
W
A
Y
6
-
2
4
20'
10
'
CEMETERYACCESS
PROPOSED
FENCE
PROPOSED
HANGAR 1
FFE 22.50
(1
0
0
'
P
U
B
L
I
C
R
/
W
)
N.
K
E
R
R
A
V
E
N
U
E
-
S
R
1
1
7
5
N.
K
E
R
R
A
V
E
N
U
E
-
S
R
1
1
7
5
PROPOSED
HANGAR 5
FFE 22.50
T
A
X
I
W
A
Y
N
O
V
E
M
B
E
R
PROPOSED
RETAININGWALL
(1
0
0
'
P
U
B
L
I
C
R
/
W
)
PROPOSED
HANGAR 4
FFE 22.50
PROPOSED
HANGAR 3
FFE 22.50
PROPOSED
HANGAR 2
FFE 22.50
PROPFENCE
EXISTING
GRASS
262 LF GRASSED
SWALE EAST-1A
FROM
EDDB EAST-1A
EDDB EAST-1A
162 LF GRASSED
SWALE EAST-1B
FROM
EDDB EAST-1B
EDDB EAST-1B
251 LF GRASSED
SWALE EAST-1C FROM
EDDB EAST-1C
EDDB EAST-1C
PROP. RISER 40BTOP 14.8512" INV 12.00
18" INV 10.60
PROP.FES 1A
PROP.GI 1B
PROP. FES 31
INV 9.5
PROP.
ST MH 36
PROP.ST MH 35
PROP.
CB 33
PROP.ST MH 32
PROP. FES 81INV 17.50
PROP.CB 9
PROP.CB 8
PROP.MH 3
PR
O
P
.
2
4
"
H
D
P
E
PROP.MH 4
PR
O
P
.
2
4
"
H
D
P
E
PROP.
MH 5
PRO
P
.
2
4
"
H
D
P
E
PROP.MH 6
PR
O
P
.
1
8
"
H
D
P
E
PROP.MH 7
PR
O
P
.
1
5
"
H
D
P
E
PROP.GI 25
P
R
O
P
.
2
4
"
H
D
P
E
PR
O
P
.
1
8
"
H
D
P
E
PROP. 15" HDPE
PROP.
GI 29
PROP. 135.1
7
'
1
2
"
H
D
P
E
@
0
.
5
0
%
PROP.15" HDPE
PROP. 77.00'
18" HDPE@ 0.65%
PR
O
P
.
1
8
"
H
D
P
E
PROP.
18" RCP
PROP.
18" HDPE
PRO
P
.
1
8
"
H
D
P
E
PROP.24" HDPE
PROP. 84.56'18" RCP @ 1.54%
PROP.
18" HDPE
PROP.12" HDPE
PROP.12" HDPE
PROP
.
4
2
"
H
D
P
E
PRO
P
.
3
6
"
H
D
P
E
PRO
P
.
2
4
"
H
D
P
E
PROP
.
1
8
"
H
D
P
E
PROP
.
1
5
"
H
D
P
E
PRO
P
.
2
4
"
H
D
P
E
PRO
P
.
2
4
"
H
D
P
E
PROP
.
3
0
"
H
D
P
E
PRO
P
.
2
4
"
H
D
P
E
PRO
P
.
1
2
"
H
D
P
E
PROP. FES
INV 18.65
PROP. FESINV 18.10
PROP. 81.22'
18" RCP @ 0.68%
PROP. 12" HDPE
PROP. 12" HDPE
PROP. 22°
BEND
PROP. ADSSLOT DRAIN
TOP 22.00
PROP. 12" HDPE
PROP. 12" HDPE
END PIPE22A
PROP. 45°BEND
PROP. ADS
SLOT DRAINTOP 21.95
PROP. 12" HDPE
PROP. 12" HDPE
END PIPE
24A
PROP. 22°BEND
PROP. 90' SLOT DRAIN
PROP. 90' SLOT DRAI
N
PROP. 100' SLOT DRAI
N
PROP. 90' SLOT DRAI
N
PROP. 70' SLOT DRAIN
PROP. 80' SLOT DRAIN
PROP. 70' SLOT DRAIN
PROP. 70' SLOT DRAI
N
PROP. ADS
SLOT DRAINTOP 22.00
PROP. ADSSLOT DRAIN
TOP 21.95
PROP. ADSSLOT DRAINTOP 22.10
PROP. 60' SLOT DR
A
I
N
PROP. 60' SLOT DR
A
I
N
PROP. 90' SLOT DRAI
N
PROP.
GI 26
PROP.
SLOT DRAINTOP 21.25
END PIPE
25C
5' GAP INSLOT DRAINPROP.
PROP.FES 1C
END PIPE
4A
END PIPE5A
END PIPE6A
PROP.MH 20
PROP. FES 40AINV 10.30
PROP.
END 74
PROP.JB 45D
PROP.JB 45C
PROP.
JB 45B
PRO
P
.
1
8
"
H
D
P
E
PRO
P
.
1
5
"
H
D
P
E
PRO
P
.
1
2
"
H
D
P
E
PRO
P
.
1
8
"
H
D
P
E
PROP
.
1
5
"
H
D
P
E
PROP.JB 58B
PROP. 6' GAP
NO SLOT DRAIN
PROP.
JB 45
PROP.
JB 25B
12" HDPE
PROP.
15" HDPE
PROP. 18" HDPE
PROP.
JB 25A
PROP.
VEL DISS
PROP.VEL DISS/
PROP.VEL DISS
21
22
21
2
1
21
21
21
21
18
12
11
10
10
'
T
O
P
E
L
E
V
1
6
.
0
3'
T
O
P
E
L
E
V
1
2
.
0
20
2020
20
20
17161514
18
10'
T
O
P
E
L
E
V
1
8
.
0
17 16151413
13 14
15 1514
222120191817161514
22212019
22
22
22212019 21
22
22
21
20
21
20
22
22
22
22
2120
22
21
2221
20
20
20
19
17
18
19
20
12
20
20
20
20
20
20
20
19
18 17
16
15
1617
1819
20
13
14
15
16
16
1514
13
11
10
22
22
22
22
22
22
21
21
21
20
20
20
20
20
22
1817 161514
1716
15
2121201918 17 16
19
19
19
18
18
171819202122
22 2
2
21
12
1110
1011
1212
11
10
13
1415
1617
1819
20
1314
15
1617
1819
20
20
19
18
15
1617
1819
20
14
9101112121110
9101112
13
14
13
1212111
0
22 22
22 22
22 22 22
22
2222
22
2222
22
22
2222
22
23
23
23
23
23
23
23
2323
22
21
22
18
19
18
1716
21
22
22
22
22
22
21
21 21
2
2
22
22
22
22
22
PROP. 6' GAP
NO SLOT DRAIN
PROP. 6' GAPNO SLOT DRAIN
PROP. 6' GAPNO SLOT DRAIN
PROP. 6' GAPNO SLOT DRAIN
PROP. 6' GAP
NO SLOT DRAIN
PROP. 6' GAP
NO SLOT DRAIN
PROP. 6' GAP
NO SLOT DRAIN
PROP. 6' GAPNO SLOT DRAIN
PROP. 12" HDPE
PROP. ADS
SLOT DRAINTOP 22.00PROP. 6' GAPNO SLOT DRAIN
ENDPIPE 2BINV 19.50
ENDPIPE 2A
INV 18.50
X
X
X X X X X X
PROP.18" RCP
PROP.18" RCP
PROP.
18" RCP
PROP.18" RCP
X
X
X
20
PR
O
P
.
2
4
"
H
D
P
E
PRO
P
.
1
2
"
H
D
P
E
22
22
22
22
22
22
22
PROP. 6"Wx12"H
CONC. CURBTOP 23.40
PROP.JB 61
PROP.SLOT DRAINTOP 19.71
PROP.
JB 67
PRO
P
.
1
8
"
H
D
P
E
PROP. 18" H
D
P
E
20
20
20
19
19
20
20
20
20
2
0
20
20
20
20
20
20
20
PROP. RAILROAD
TIE CHECK DAM
(TYP)
PROP. RAILROAD
TIE CHECK DAM
(TYP)
PROP. RAILROAD
TIE CHECK DAM
(TYP)
PROP. RAILROAD
TIE CHECK DAM
(TYP)
10'
T
O
P
E
L
E
V
2
0
.
0
PROP. 10'
EMERGENCY
SPILLWAY
ELEV 17.0
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X
X
X
X
X
X
X
Wilmington International Airport
Wilmington International Airport
PROPOSED
GSE BLDG.
FFE 21.00
PROPOSED
HANGAR E
FFE 21.00
PROPOSED
HANGAR G
FFE 21.20
PROPOSED
HANGAR F
FFE 21.20
HANGAR
FFE 21.20
BUILDING #1
BUILDING 1
OFFICES/SCHOOL
FFE 21.20
PROP.SLOT DRAINTOP 20.00
PROP.
1
8
"
H
D
P
E
20
20
21
21
21
21
21
21
21
19
PROP.SLOT DRAIN
TOP 20.55
20
20
20
PRO
P
.
1
8
"
H
D
P
E
PROP
.
1
8
"
H
D
P
E
PROP.GI 48
19
21
21
21
22
22
21
LIMITS OFDISTURBANCE
33.58 ACRES
LIMITS OF
DISTURBANCE33.60 ACRES
LIMITS OFDISTURBANCE
33.60 ACRES
LIMITS OFDISTURBANCE
33.60 ACRES
LIMITS OFDISTURBANCE
33.60 ACRES
LIMITS OFDISTURBANCE
33.60 ACRES
PROP.
GI 45E
PROP.JB 45A
PR
O
P
.
1
2
"
H
D
P
E
PRO
P
.
1
2
"
H
D
P
E
PROP
.
2
4
"
H
D
P
E
PROP.
JB 58A
PROP. 14'12" HDPE
PROP. 2'FLUME W/
NEENAH COVER
PROP.CB 41
PRO
P
.
4
2
"
H
D
P
E
PRO
P
.
4
2
"
H
D
P
E
20
21
21
20
20
20
20 20
19
19
20
PROP. 2'FLUME W/NEENAH COVER
21 21
21
21 22
GPR CEMETERY BUFFER
FROM NEW SOUTH
ASSOC., INC.
(ARCHAEOLOGIST)
GPR CEMETERY BUFFER
FROM NEW SOUTH ASSOC.,
INC. (ARCHAEOLOGIST)
LIMITS OFDISTURBANCE
33.58 ACRES
X
X
X
X
X
X
X
X
X
PROPOSEDNCDOT STD
GUARDRAIL
PROP. 10'
EMERGENCY
SPILLWAY
ELEV 15.0
PROP. RAILROAD
TIE CHECK DAM
(TYP)
PROP
.
1
8
"
H
D
P
E
PROP
.
1
5
"
H
D
P
E
PROP.CB 72
PROP. 81.22'
18" RCP @ 0.68%
PROP. FESINV 18.10
PROP. FES
INV 18.65
(1
0
0
'
P
U
B
L
I
C
R
/
W
)
N.
K
E
R
R
A
V
E
N
U
E
-
S
R
1
1
7
5
PROP. SECURITY FENCE
PROP.CB 42
13
14
14
1
3
13
14
15
15
1413
FOREBAY
PROP. 10'
RIP-RAP
SPILLWAY
EL 14.0
PROP. 4' WIDE 1' TALL
BERM FOR
FLOW DIVERSION
16
15
14
16
15
14
PROP. 10'
RIP-RAP
SPILLWAY
EL 15.0
FOREBAY
16
.
5
16
PROP. 10'RIP-RAP
SPILLWAYEL 18.0
1716
18
15
.
5
15.5
1817
FOREBAY
FOREBAY
FOREBAY
PROP. 10'RIP-RAP
SPILLWAYEL 17.5
PROP. 10'RIP-RAP
SPILLWAYEL 16.5
AREA OUTSIDE
PROJECT AREA
CONTRIBUTORY
TO EDDB EAST-1A
AREA OUTSIDE
PROJECT AREA
CONTRIBUTORY
TO EDDB EAST-1C
AREA OUTSIDE
PROJECT AREA
CONTRIBUTORY
TO EDDB EAST-1C
PROPOSED8'x12' CONC.GENERATOR PADBUILDING 3
PROPOSED8'x12' CONC.GENERATOR PADHANGAR E
PROPOSED8'x12' CONC.GENERATOR PADHANGAR F
PROPOSED8'x12' CONC.GENERATOR PADBUILDING 1
PROP. BIKERACK
T.B.M. #1
PK Nail in asphalt at the intersection
of N Kerr Ave and Morris Road
Elev. 21.34
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT
SURVEYOR FURTHER DOES NOT WARRANT THAT THE
IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDER-
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
WW
SS SS
W
EE
TT
GG
WATERSHED = SMITH CREEK
DENUDED AREA: 33.37 Ac.
RIVER BASIN = CAPE FEAR
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
(919) 467-9708
C-0329
1" = 100'
Overall
Grading Plan
CS - 7Contact the North Carolina One Call Center
prior to doing any digging. (1-800-632-4949)
June 26, 2025
0'50'100'150'
GRAPHIC SCALE
(IN FEET)
1 INCH = 50 FT
DEVELOPER:
OWNER:
Wilmington International Airport
1740 Airport Blvd. - Suite 12
Wilmington, NC 28405
910-341-4333 ext: 1000
ARCHITECT:
DEVELOPER:
6711 Netherlands Drive - Suite 120
Wilmington, NC 28405
910-720-0054 ext: 700
ARQ Realty, LLC
6711 Netherlands Drive - Suite 120
Wilmington, NC 28405
910-720-0054 ext: 700
06/26/2025
Bart J. McClain
T.B.M. #2
New Nail set ±500' west of the
intersection of N Kerr Ave and Morris
Road on north side.
Elev. 22.63
NOTE
ALL CONSTRUCTION MUST BE PERFORMED IN
ACCORDANCE WITH CURRENT ILM, NEW
HANOVER COUNTY, AND NCDOT STANDARD
SPECIFICATIONS AND DETAILS.
ARQ - ILM
East Side Development
NOT ISSUED
FOR CONSTRUCTION
X
Wilmington International Airport
Wilmington International Airport
W
W
W
W
W
W
CO
X
X
X
X
X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X
X
X
X
X
X
X
Wilmington International Airport
PROP. MANUAL
ENTRANCE GATE
X
X
X
X
X
X
X
X
X
LIMITS OF
DISTURBANCE
33.58 ACRES
GPR CEMETERY BUFFER
FROM NEW SOUTH ASSOC.,
INC. (ARCHAEOLOGIST)
FROM NEW SOUTH
ASSOC., INC.
(ARCHAEOLOGIST)
PROP. 2'
FLUME W/
NEENAH COVER
PR
O
P
.
4
2
"
H
D
P
E
PR
O
P
.
4
2
"
H
D
P
E
PROP.
CB 41
PROP. 2'
FLUME W/
NEENAH COVER
PROP. 14'
12" HDPE
PROP.
JB 58A
PRO
P
.
2
4
"
H
D
P
E
PR
O
P
.
1
2
"
H
D
P
E
PROP.
GI 100
PROP.
GI 45E
PHASE 1
LIMITS OF
DISTURBANCE
29.08 ACRES
PROP.
GI 48
PRO
P
.
1
8
"
H
D
P
E
PRO
P
.
1
8
"
H
D
P
E
PROP.
SLOT DRAIN
TOP 20.55
PROP.
SLOT DRAIN
TOP 20.00
BUILDING 1
OFFICES/SCHOOL
FFE 21.20
BUILDING #1
HANGAR
FFE 21.20
PROPOSED
HANGAR F
FFE 21.20
PROP. 10'
EMERGENCY
SPILLWAY
ELEV 15.0
PROP. RAILROAD
TIE CHECK DAM
(TYP)
PROP. RAILROAD
TIE CHECK DAM
(TYP)
PROP. RAILROAD
TIE CHECK DAM
(TYP)
PROP. 18"
H
D
P
E
PRO
P
.
1
8
"
H
D
P
E
PROP.
JB 67
PR
O
P
.
2
4
"
H
D
P
E
PROP.
18" RCP
PROP.
18" RCP
PROP. 6' GAP
NO SLOT DRAIN
PROP. 6' GAP
NO SLOT DRAIN
PROP. VEL DISS/
FOREBAY AREA
PROP. VEL DISS/
FOREBAY AREA
PROP. VEL DISS/
FOREBAY AREA
PROP. 6' GAP
NO SLOT DRAIN
PROP.
JB 58B
PRO
P
.
1
5
"
H
D
P
E
PR
O
P
.
1
8
"
H
D
P
E
PR
O
P
.
1
8
"
H
D
P
E
PROP.
GI 101
PROP. FES 40A
INV 10.30
PROP. 81.22'
18" RCP @ 0.68%
PROP. FES
INV 18.10
PROP. FES
INV 18.65
PR
O
P
.
2
4
"
H
D
P
E
PRO
P
.
1
5
"
H
D
P
E
PRO
P
.
1
8
"
H
D
P
E
PRO
P
.
2
4
"
H
D
P
E
PRO
P
.
3
6
"
H
D
P
E
PRO
P
.
4
2
"
H
D
P
E
PRO
P
.
1
5
"
H
D
P
E
PRO
P
.
1
8
"
H
D
P
E
PROP.
18" HDPE
PROP. 84.56'
18" RCP @ 1.54%
PROP.
24" HDPE
PR
O
P
.
1
8
"
H
D
P
E
PROP.
18" HDPE
PROP.
18" RCP
PR
O
P
.
1
8
"
H
D
P
E
PROP. 77.00'
18" HDPE
@ 0.65%
PROP. FES 81
INV 17.50
PROP.
ST MH 32
PROP.
CB 33
PROP.
ST MH 35
PROP.
ST MH 37
PROP. FES 31
INV 9.5
PROP. RISER 40B
TOP 14.85
12" INV 12.77
18" INV 10.60
EDDB EAST-1B
162 LF GRASSED
SWALE EAST-1B
FROM
EDDB EAST-1B
EDDB EAST-1A
262 LF GRASSED
SWALE EAST-1A
FROM
EDDB EAST-1A
EXISTING
GRASS
PROP
FENCE
(1
0
0
'
P
U
B
L
I
C
R
/
W
)
PROPOSED
RETAINING
WALL
T
A
X
I
W
A
Y
N
O
V
E
M
B
E
R
N.
K
E
R
R
A
V
E
N
U
E
-
S
R
1
1
7
5
N.
K
E
R
R
A
V
E
N
U
E
-
S
R
1
1
7
5
(1
0
0
'
P
U
B
L
I
C
R
/
W
)
PROPOSED
FENCE
PROP. RISER 38
TOP 17.80
12" INV 16.00
18" INV 12.74
PROP.
DI 34
PROP.
FES 41
PROP. FES
INV 11.70
PROP. FES
INV 13.00
PROP. FES 80
INV 17.00
PROP.
FES 30A
PROP.
GI 30B
PROP.
JB 43
PROP.
JB 56
PROP.
SLOT DRAIN
TOP 20.10
PROP.
SLOT DRAIN
TOP VARIES
PROP.
SLOT DRAIN
TOP 20.10
PROP.
JB 44
PROP.
JB 58
PROP.
JB 59
PROP.
GI 65
PROP.
JB 66
PROP.
END 57
PROP.
SLOT DRAIN
TOP 20.00
PROP.
CB 70
PROP.
CB 72
PROP.
MH 41A
PROP.
JB 51
PROP.
JB 50
21.2
21.2
21.2
21.2
21.7
21.7
21.5
21.5
21.5
21.5
21.5
20
20
2
0
20
3'
T
O
P
E
L
E
V
1
2
.
0
10
'
T
O
P
E
L
E
V
1
6
.
0
1011
12
21
21
21
21
2
1
21
22
21
22
22
10
11
13
14
15
16
16
15
14
13
20
1918
1716
15
16
17
18
19
20
20
20
20
20
1
2
20
19
18
17
19
20
20
20
20
21
20
21
22
21
19202122
2
2
22
20
2
2
21
212121
20
19
1
9
2020
20
20
20
21
21
20
2
1
2
2
22
21
2
1
21
20
20
20
19
21
21
21
21
21
21
21
20
10
'
T
O
P
E
L
E
V
2
0
.
0
20
2
0
20
20
20
20
19
20
22
22
22
22
22
22
22
22
21
21
21
22
22
21
16
17
1819
18
22
21
22
23
23
23
23
23 22
23
22
1
0
1
1121
2
13
14
13
1211109
1011121211109
14
20
1918
1716
15
1819
20
20
1918
1716
15
1413
20
1918
1716
1514
13
10
11
12
12
11
10
10
11
12
21
2
222
2221201918
1617
18
1
8
19
19
19
1617
1819202121
15
1617
20
20
20
20
2
0
21
21
23
22212121
22
20
20
20
2021
20
20.0
20.0
20.0
20.0
PROP.
MH 42
PROP.
FES 110
PROP.
FES 111
19
19.
2
5
19.
7
5
19.
2
5
21
21
PHASE 1
LIMITS OF
DISTURBANCE
29.08 ACRES
PHASE 1
LIMITS OF
DISTURBANCE
29.08 ACRES
PHASE 1
LIMITS OF
DISTURBANCE
29.08 ACRES
PHASE 1
LIMITS OF
DISTURBANCE
29.08 ACRES
X X X X X
21
21
PROP. 81.22'
18" RCP @ 0.68%
PROP. FES
INV 18.10
PROP. FES
INV 18.65
(1
0
0
'
P
U
B
L
I
C
R
/
W
)
N.
K
E
R
R
A
V
E
N
U
E
-
S
R
1
1
7
5
PROP. SECURITY FE
N
C
E
TEMP. 6' CHAIN
LINK FENCE
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
PROP. BIKE
RACK
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT
SURVEYOR FURTHER DOES NOT WARRANT THAT THE
IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
GROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDER-
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
06/26/2025
Bart J. McClain
WW
SS SS
W
EE
TT
GG
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
(919) 467-9708
C-0329
1" = 60'
Phase 1 Grading / Drainage
Plan - North Side
CS - 8Contact the North Carolina One Call Center
prior to doing any digging. (1-800-632-4949)
June 26, 2025
0'60'120'180'
GRAPHIC SCALE
(IN FEET)
1 INCH = 60 FT
DEVELOPER:
OWNER:
Wilmington International Airport
1740 Airport Blvd. - Suite 12
Wilmington, NC 28405
910-341-4333 ext: 1000
ARCHITECT:
DEVELOPER:
6711 Netherlands Drive - Suite 120
Wilmington, NC 28405
910-720-0054 ext: 700
ARQ Realty, LLC
6711 Netherlands Drive - Suite 120
Wilmington, NC 28405
910-720-0054 ext: 700
T.B.M. #1
PK Nail in asphalt at the intersection
of N Kerr Ave and Morris Road
Elev. 21.34
WATERSHED = SMITH CREEK
DENUDED AREA: 29.08 Ac. PH 1
RIVER BASIN = CAPE FEAR NOTE
ALL CONSTRUCTION MUST BE PERFORMED IN
ACCORDANCE WITH CURRENT ILM, NEW
HANOVER COUNTY, AND NCDOT STANDARD
SPECIFICATIONS AND DETAILS.
ARQ - ILM
East Side Development
NOT ISSUED
FOR CONSTRUCTION