7402794 7493600 DrawingsAsOne.pdf

PDF 42 MB Posted Jun 17, 2025

Attached to: Scuff and Refresh
Solicitation number: N400857402794
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Jun 17, 2025

These documents are detailed engineering and site preparation drawings for a Navy facilities project at Marine Corps Air Station Cherry Point in North Carolina. The project involves site preparation, utilities installation, and construction of two facilities: an F-35 Scuff and Refresh Facility and a V-22 TAMS Facility. The project includes multiple phases of work, including site demolition, utility installation, concrete slab and foundation preparation, apron and asphalt drive construction, and installation of perimeter fencing.

The comprehensive drawing set (106 total sheets) covers civil, structural, architectural, plumbing, electrical, and telecommunications aspects of the project. Key elements include a secure perimeter fence with barbed wire, concrete aprons, utility connections (water, sanitary sewer, storm drainage), grading and erosion control plans, and specific details for fire protection and site access. The project work order number is 7402794/7493600, with a planned site preparation and construction timeline that spans multiple phases, with careful attention to environmental controls, utility infrastructure, and military facility specifications.

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File	Type	Posted
Amendment 0004 7402794.pdf	PDF	Jul 7, 2025
Amendment 0003 7402794.pdf	PDF	Jul 3, 2025
Amendment 0002 7402794.pdf	PDF	Jul 2, 2025
Amendment 0001 7402794.pdf	PDF	Jul 2, 2025
7402794 7493600 SpecsAsOne.pdf	PDF	Jun 17, 2025
RFP 7402794.pdf	PDF	Jun 17, 2025

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C S

2ND AVENUE

1ST AVENUE

3RD AVENUE

4TH AVENUE

6TH AVENUE

4TH AVENUE

3RD AVENUE

F STREET

6TH AVENUE

B E A C H E Y

R D

C U R T

R D

2ND AVENUE

N G

R D

W R

H T

R D

C U N N

G H A M B

LVD

R O O S E V E

BEAUFORT RD

SLOCUM RD

MCAS CHERRY POINT - STATION MAP

VICINITY MAP

HAVELOCK

JACKSONVILLE

LEJEUNE

CAMP

KINSTON

CHERRY POINT

OCEAN

CITY

MOREHEAD

ATLANTIC

BEAUFORT

NEW BERN

NEUSE

MCAS

RIVER

Scale of Miles

50 20 30

C U

B E

A C

H E

W R

SLOCUM RD

HWY 101

U S H

W Y 70

C U

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C U

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E K

H A

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C S T.

2ND

3RD

2ND

A S T.

MARYLOU RD

C U

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MONROE RD JA

K S

O N

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4TH

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PROJECT

SITE

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

MAXMO WORK ORDER NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

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D-

O N

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7402794/7493600

C H

T, N O

A U

.S . M

E C

O R

O N

T D

C C

O R

G -0

SITE PREP FOR F35 SCUFF AND

REFRESH IRF AND SITE PREP

FOR V-22 TAMS IRF

MARINE CORPS AIR STATION

CHERRY POINT, NORTH CAROLINA

WO# 7402794/7493600

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

MAXMO WORK ORDER NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

D-

O N

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7402794/7493600

C H

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INDEX OF DRAWINGS

NAVFAC DWG. NO. SHEET NO. SHEET TITLE

GENERAL

12925668 G-001 1 TITLE SHEET AND MAPS

12925669 G-002 2 INDEX OF DRAWINGS

12925670 GI001 3 LIFE SAFETY SITE PLAN

12925671 GP101 4 PHASING PLAN

CIVIL

12925672 V-101 5 OVERALL SURVEY AND KEY PLAN

12925673 VF101 6 EXISTING CONDITIONS SURVEY

12925674 VF102 7 EXISTING CONDITIONS SURVEY

12925675 VF103 8 EXISTING CONDITIONS SURVEY

12925676 B-101 9 BORING PLAN

12925677 BB101 10 BORING LOGS

12925678 BB102 11 BORING LOGS

12925679 BB103 12 BORING LOGS

12925680 C-001 13 CIVIL NOTES & LEGEND

12925681 C-101 14 OVERALL SITE PLAN AND KEY PLAN

12925682 CD101 15 DEMOLITION PLAN

12925683 CD102 16 DEMOLITION PLAN

12925684 CD103 17 DEMOLITION PLAN

12925685 CS101 18 SITE PLAN

12925686 CS102 19 SITE PLAN

12925687 CS103 20 SITE PLAN

12925688 CS401 21 APRON JOINTING PLAN

12925689 CS411 22 ENLARGED SITE AND PAVEMENT MARKING PLAN

12925690 CS412 23 ENLARGED SITE AND PAVEMENT MARKING PLAN

12925691 CG101 24 GRADING PLAN

12925692 CG102 25 GRADING PLAN

12925693 CG103 26 GRADING PLAN

12925694 CG111 27 EROSION AND SEDIMENT CONTROL PHASE 1

12925695 CG112 28 EROSION AND SEDIMENT CONTROL PHASE 1

12925696 CG113 29 EROSION AND SEDIMENT CONTROL PHASE 1

12925697 CG121 30 EROSION AND SEDIMENT CONTROL PHASE 2

12925698 CG122 31 EROSION AND SEDIMENT CONTROL PHASE 2

12925699 CG123 32 EROSION AND SEDIMENT CONTROL PHASE 2

12925700 CG401 33 ENLARGED GRADING AND UTILITY PLAN

12925701 CG402 34 LIQUID TOTE STORAGE AREA ENLARGED PLAN

12925702 CU101 35 UTILITY PLAN

12925703 CU102 36 UTILITY PLAN

12925704 CU103 37 UTILITY PLAN

12925705 CU201 38 SANITARY SEWER PLAN

12925706 CU211 39 WATER PROFILES

12925707 CU212 40 WATER PROFILES

12925708 CU213 41 WATER PROFILES

12925709 CU221 42 STORM DRAIN PROFILES

12925710 CU222 43 STORM DRAIN PROFILES

12925711 C-501 44 CIVIL DETAILS

12925712 C-502 45 CIVIL DETAILS

12925713 C-503 46 CIVIL DETAILS

12925714 C-504 47 CIVIL DETAILS

12925715 C-505 48 CIVIL DETAILS

12925716 C-506 49 CIVIL DETAILS

12925717 C-507 50 CIVIL DETAILS

12925718 C-508 51 CIVIL DETAILS

12925719 C-509 52 CIVIL DETAILS

12925720 C-510 53 CIVIL DETAILS

12925721 C-511 54 CIVIL DETAILS

12925722 C-512 55 CIVIL DETAILS

NAVFAC DWG. NO. SHEET NO. SHEET TITLE

12925723 C-513 56 CIVIL DETAILS

12925724 C-514 57 CIVIL DETAILS

12925725 C-515 58 CIVIL DETAILS

12925726 C-516 59 CIVIL DETAILS

12925727 C-701 60 AS-BUILT CERTIFICATIONS

ARCHITECTURE

12925728 A-001 61 ARCHITECTURAL NOTES & SYMBOLS

12925729 A-002 62 AIR BARRIER PLAN

12925730 A-003 63 AIR BARRIER SECTIONS

12925731 A-004 64 AIR BARRIER SECTIONS

12925732 A-101 65 OVERALL CONCRETE SLAB PLAN

12925733 A-102 66 CONCRETE SLAB PLAN @ S&R HANGERS

12925734 A-103 67 CONCRETE SLAB PLAN @ MV-22 HANGERS

12925735 A-104 68 OVERALL FLOOR FINISH PLAN

12925736 A-301 69 CONCRETE SLAB SECTIONS

12925737 A-401 70 ENLARGED SCREEN WALL PLANS

12925738 A-501 71 DETAILS

12925739 A-502 72 SCREEN WALL ELEVATIONS & SECTIONS

12925740 A-701 73 BID OPTION FLOOR FINISH PLAN @ S&R HANGER

12925741 A-702 74 BID OPTION DETAILS

STRUCTURAL

12925742 S-001 75 GENERAL NOTES & ABBREVIATIONS

12925743 S-101 76 FOUNDATION PLAN - OVERALL

12925744 S-102 77 FOUNDATION PLAN - SCUFF & REFRESH IRF

12925745 S-103 78 FOUNDATION PLAN - MV-22 TAMS IRF

12925746 S-301 79 SECTIONS

12925747 S-302 80 SECTIONS

12925748 S-303 81 SECTIONS

12925749 S-304 82 SECTIONS

12925750 S-401 83 SCREEN WALL FOUNDATION PLANS AND SECTIONS

12925751 S-402 84 LIQUID TOTE STORAGE FOUNDATION PLAN AND SECTIONS

12925752 S-501 85 TYPICAL DETAILS

12925753 S-502 86 TYPICAL DETAILS

PLUMBING

12925754 P-001 87 LEGEND, NOTES AND ABBREVIATIONS

12925755 P-101 88 OVERALL DOMESTIC WATER PLAN

12925756 P-102 89 MV-22 TAMS IRF ENLARGED DOMESTIC WATER PLAN

12925757 P-103 90 SCUFF AND REFRESH IRF ENLARGED DOMESTIC WATER

PLAN

12925758 P-201 91 OVERALL SANITARY PLAN

12925759 P-202 92 MV-22 TAMS IRF ENLARGED SANITARY PLAN

12925760 P-203 93 SCUFF AND REFRESH IRF ENLARGED SANITARY PLAN

12925761 P-501 94 DETAILS & SCHEDULES

12925762 P-601 95 RISER DIAGRAM

12925763 P-602 96 RISER DIAGRAM

12925764 P-603 97 RISER DIAGRAM

ELECTRICAL

12925765 E-001 98 LEGENDS, NOTES, ABBREVIATIONS, & DETAILS

12925766 E-002 99 SITE PLAN

12925767 E-201 100 OVERALL POWER PLAN

12925768 E-501 101 DETAILS AND RISER DIAGRAM

TELECOMMUNICATIONS

12925769 T-001 102 LEGEND, NOTES AND ABBREVIATIONS

12925770 T-002 103 SITE PLAN

12925771 T-101 104 OVERALL TELECOMMUNICATIONS PLAN

12925772 T-501 105 DETAILS AND RISER DIAGRAM

FIRE PROTECTION

12925773 FX001 106 ENLARGED SPRINKLER PLAN AND DETAIL

F-35 SCUFF AND

REFRESH

FACILITY

MV-22 TAMS

FACILITY

EXISTING FIRE HYDRANT

STORZ FDC CONNECTION,

MOUNTED ON EXTERIOR

WALL

DISTANCE = 31'6

DISTANCE = 225'

DISTANCE = 87'

NEW FIRE HYDRANT

8DISTANCE = 42'

DISTANCE = 104'5 DISTANCE = 124'5

NEW FIRE HYDRANT7

27' 27'

DISTANCE = 83'5

1 THIS DASHED AREA SHOWN ON THIS PLAN IS TO DEMONSTRATE THE

FIRE SEPARATION DISTANCE FROM THE BUILDING IN ACCORDANCE

WITH IBC 2021 TABLE 602. SEE FIRE SEPARATION DISTANCE NOTES

THIS SHEET.

UFC 3-600-01 STATES THAT THIS BUILDING MUST HAVE AT LEAST ONE

MEANS OF ALL-WEATHER GROUND ACCESS TO THE FACILITY.

ACCESS MUST BE PAVED, START FROM THE ROAD, AND TERMINATE

NO FURTHER THAN 33 FEET FROM AN EXTERIOR DOOR ACCESSIBLE

FOR FIRE DEPARTMENT INGRESS.

UFC 3-600-01 STATES THAT FIRE DEPARTMENT ACCESS ROADS

CONNECTING THE ROADWAYS SHALL BE PROVIDED WITH CURB CUTS

EXTENDING AT LEAST 2 FEET BEYOND EACH EDGE OF THE FIRE

LANE. ACCESS ROAD MUST HAVE AN UNOBSTRUCTED WIDTH OF NOT

LESS THAN 20 FEET AND AN UNOBSTRUCTED VERTICAL CLEARANCE

OF NOT LESS THAN 13 FEET 6 INCHES. THE TURNING RADIUS OF A

FIRE DEPARTMENT ACCESS ROAD MUST BE AS APPROVED BY THE

AHJ.

FIRE DEPARTMENT CONNECTION FOR FIRE SUPPRESSION SYSTEMS.

PER UFC 3-600-01; SECTION 9-1.4, SUITABLE ALL-WEATHER GROUND

ACCESS SURFACE MUST BE PROVIDED FOR ANY APPARATUS WITHIN

150 FEET OF SUCH FIRE DEPARTMENT CONNECTIONS.

PER UFC 3-600-01; SECTION 9-3.5.8.2, ALL PARTS OF THE FACILITY

EXTERIOR MUST BE WITHIN 350 FEET OF A HYDRANT WITH

CONSIDERATION GIVEN TO ACCESSIBILITY AND OBSTRUCTION.

PER UFC 3-600-01; SECTION 9-3.5.8.4(A), AT LEAST ONE HYDRANT

MUST BE LOCATED WITHIN 150 FEET OF THE FIRE DEPARTMENT

CONNECTION (FDC).

PER UFC 4-211-01 PARA 3-6.3.2, FIRE HYDRANTS ARE TO BE:

• LOCATED AT A MAXIMUM INTERVAL OF 300 FEET.

• NOT PERMITTED IN FRONT OF THE HANGAR BAY DOOR OPENING.

• LOCATED WITHIN 100 FEET OF EACH CORNER OF THE BUILDING.

• WITHIN 10 FEET OF THE BUILDING WHERE THE APRON PAVEMENT

ABUTS THE BUILDING.

LOCATIONS OF NEW FIRE HYDRANT IS APPROXIMATE TO MEET THE

REQUIREMENTS OF THE UFC 4-211-01 PARA 3-6.3.2. COORDINATE

CIVIL SITE PLANS FOR EXACT LOCATION OF FIRE HYDRANTS

FIRE SEPARATION DISTANCE NOTES:

TABLE 602 - FIRE SEPARATION DISTANCE IS DEFINED AS THE

DISTANCE FROM BUILDING FACE TO ONE OF THE FOLLOWING:

• THE CLOSEST INTERIOR LOT LINE.

• TO THE CENTERLINE OF A STREET, AN ALLEY, OR PUBLIC WAY.

• TO AN IMAGINARY LINE BETWEEN TWO BUILDINGS ON THE LOT.

A I

N I

VFOHTLAE

N O

M M

O C

P R

O F

SS I ONAL ENG

I N E

E R

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

A/E INFO

1 2 3 4 5

SCALE:

MAXMO WORK ORDER NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

-A T

N A

V A

L S

T A

N O

R F

O L K

AS NOTED

24239

MARTIN H. FORD

Lic. No. 048072

06−13−2025

C R e v it J o b s \2

E le c tr ic a l

S it e ro b e rt s L

D H

.r v t

GI001

E P

R E

P F

O R

F S

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V -2

A M

S I R

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A F

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P L A

MHFKCS KCS

7402794/7493600

C H

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P O

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12925670

SCALE: 1" = 40'-0"

LIFE SAFETY SITE PLAN

1" = 40'-0" 0" 20' 40' 120'

GRAPHIC SCALE(S)

KEYNOTES#

M A

R K

D E

S C

N D

A T

B C E F J K N OA PD G H L M

PHASE 2 (GOVERNMENT

FURNISHED GOVERNMENT

INSTALLED BUILDING/EQUIPMENT)

PHASE 1 (SITEWORK, UTILITIES,

SLAB, APRON AND ASPHALT DRIVE

INSTALLATION)

PHASE 3 (MASONRY

SCREEN LATTICE

WALL

INSTALLATION)

PHASE 3 (MASONRY

SCREEN LATTICE

WALL

INSTALLATION)

PHASE 1 (SITEWORK, UTILITIES,

SLAB, APRON AND ASPHALT DRIVE

INSTALLATION)

PHASE 1 - SITE DEMOLITION, SITE UTILITIES,

FOUNDATION AND SLAB PREPARATION, UTILITY

STUB UPS AT SLAB. CONCRETE FOUNDATION AND

SLAB INSTALLATION. CONCRETE APRON AND

ASPHALT DRIVE. SEE CIVIL AND ELECTRICAL

DRAWINGS.

PHASE 2 - GOVERNMENT FURNISHED

GOVERNMENT INSTALLED BUILDING AND

EQUIPMENT PACKAGE.

PHASE 3 - MASONRY SCREEN LATTICE WALL AND

SITE FENCING/TURNSTILE INSTALLATION.

INSTALLATION OF CONCRETE SLAB COATINGS.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

MAXMO WORK ORDER NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

D-

O N

O R

, V A

AS NOTED

:4 9:

M C

:\U se rs \c hr is

\T he

W al ke r G ro up

A rc hi te ct ur e\ W

G A

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7402794/7493600

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G P1

8' 16' 32'0' 1/16" =1'-0"

GRAPHIC SCALE(S) PHASING NOTES GENERAL SHEET NOTES

1. REFERENCE SHEET A-001 FOR SYMBOLS & MATERIALS LEGEND.

2. SEE CIVIL,STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL,

TELECOM, AND FIRE PROTECTION DRAWINGS FOR ADDITIONAL NOTES.

3. SEE SHEET GP101 FOR PROJECT PHASING NOTES.

PLAN

NORTH

SCALE: 1/16" = 1'-0"C5 PHASING PLAN

VF103

VF101VF102

A1 SCALE 1" = 100'

OVERALL SURVEY AND KEY PLAN

PLAN

NORTH

100' 200'0

O V

E R

S U

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E Y

A N

D K

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12925672

V-101

L F

ILI

Dewberry Engineers Inc.

2610 WYCLIFF ROAD

FAX: 919.881.9923

RALEIGH, NC 27607

PHONE: 919.881.9939

SUITE 410

NCBELS #F-0929

S C

O M

D D

T O

E N

MAXIMO WORK ORDER NO.

1. THIS TOPOGRAPHIC SURVEY IS BASED ON A SURVEY

PERFORMED BY DEWBERRY ENGINEERS INC. ON

SEPTEMBER 18 - OCTOBER 14, 2024.

2. HORIZONTAL CONTROL (NAD83/2011) AND VERTICAL

CONTROL (NAVD88) ESTABLISHED BY GPS OBSERVATIONS

AND COMPUTED USING NORTH CAROLINA GEODETIC

SURVEY VIRTUAL REFERENCE STATION SERVICE (VRS),

YIELDING VALUES OF:

Point# NORTHING(Y) EASTING(X) ELEV(Z) DESCRIPTION 1 420395.867 2631464.337 23.494 60d NAIL FOUND

(AM1393)

2 419627.158 2631391.173 25.367 60d NAIL FOUND

(AM200A)

3. NORTH ARROW IS GRID NORTH AND ALL DISTANCES ARE

GROUND DISTANCES. PROJECT LOCALIZED ON POINT #1.

COMBINED GRID FACTOR (GRID TO GROUND) EQUALS

1.00010249059666.

4. LOCATIONS OF UTILITIES SHOWN ON THIS SURVEY WERE

DETERMINED BY OBSERVED EVIDENCE, LOCATION OF

ABOVE GROUND UTILITY APPURTENANCES AND UTILITY

MARKINGS (PAINT, ETC.) PROVIDED BY DEWBERRY. THESE

MARKINGS WERE OBSERVED DURING THE COURSE OF THIS

SURVEY, WERE FIELD LOCATED, ARE SHOWN FOR

INFORMATIONAL PURPOSES, AND SHOULD BE FIELD

VERIFIED IF CRITICAL. UNDERGROUND UTILITIES NOT

SHOWN, MAY EXIST. STORM SEWER AND SANITARY SEWER

DATA HAS BEEN COLLECTED FROM THE RIM OF THE

MANHOLE WITHOUT ENTERING THE STRUCTURE. PIPE SIZES

AND TYPES SHOULD BE CONSIDERED APPROXIMATE AND BE

FIELD VERIFIED IF CRITICAL. STRUCTURES LABELED

“VAULT”, IF ANY, INDICATE A SUBSTRUCTURE WITH LIMITED

VISUAL ACCESS AND INVERT INFORMATION.

TOPOGRAPHIC SURVEY LEGEND

TOPOGRAPHIC SURVEY NOTES

06/11/2025

MATCHLINE VF103

C H

L F

ILI

Dewberry Engineers Inc.

2610 WYCLIFF ROAD

FAX: 919.881.9923

RALEIGH, NC 27607

PHONE: 919.881.9939

SUITE 410

NCBELS #F-0929

KEY PLAN

PLAN

NORTH

S C

O M

D D

T O

E N

MAXIMO WORK ORDER NO.

A1 SCALE 1" = 40'

EXISTING CONDITIONS SURVEY

PLAN

NORTH

40' 80'0

1. SEE SHEET V-101 FOR TOPOGRAPHIC SURVEY NOTES AND

LEGEND.

2. WETLAND BOUNDARY FROM GIS FILES PROVIDED BY THE

GOVERNMENT.

E X

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12925673

VF101

GENERAL SHEET NOTES

ATC

LIN

E VF101

L F

ILI

Dewberry Engineers Inc.

2610 WYCLIFF ROAD

FAX: 919.881.9923

RALEIGH, NC 27607

PHONE: 919.881.9939

SUITE 410

NCBELS #F-0929

KEY PLAN

PLAN

NORTH

S C

O M

D D

T O

E N

MAXIMO WORK ORDER NO.

A1 SCALE 1" = 40'

EXISTING CONDITIONS SURVEY

PLAN

NORTH

1. SEE SHEET V-101 FOR TOPOGRAPHIC SURVEY NOTES AND

LEGEND.

2. WETLAND BOUNDARY FROM GIS FILES PROVIDED BY THE

GOVERNMENT.

E X

N G

C O

N D

N S

S U

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12925674

VF102

GENERAL SHEET NOTES

40' 80'0

MATCHLINE VF101

L F

ILI

Dewberry Engineers Inc.

2610 WYCLIFF ROAD

FAX: 919.881.9923

RALEIGH, NC 27607

PHONE: 919.881.9939

SUITE 410

NCBELS #F-0929

KEY PLAN

PLAN

NORTH

S C

O M

D D

T O

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MAXIMO WORK ORDER NO.

A1 SCALE 1" = 40'

EXISTING CONDITIONS SURVEY

PLAN

NORTH

1. SEE SHEET V-101 FOR TOPOGRAPHIC SURVEY NOTES AND

LEGEND.

E X

N G

C O

N D

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S U

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12925675

VF103

GENERAL SHEET NOTES

40' 80'0

LOD

LODLODLODLO

LOD

LODLODLOD

LOD LOD

LOD

F-35 SCUFF AND REFRESH

FACILITY

FFE = 28.50

V-22 TAMS

FACILITY

FFE = 28.50 P-1

B-2

B-1

P-2

P-3

B-4

B-3

P-4

P-5

P-6

B-6

B-5

SW-2

SW-1

L F

ILI

Dewberry Engineers Inc.

2610 WYCLIFF ROAD

FAX: 919.881.9923

RALEIGH, NC 27607

PHONE: 919.881.9939

SUITE 410

NCBELS #F-0929

KEY PLAN

PLAN

NORTH

S C

O M

D D

T O

E N

MAXIMO WORK ORDER NO.

A1 SCALE 1" = 40'

BORING PLAN

PLAN

NORTH

40' 80'0

GEOTECHNICAL BORING NOTES

1. SEE SHEET V-101 FOR TOPOGRAPHIC SURVEY NOTES AND

LEGEND.

2. "B" BORING LOCATIONS (30 FT).

3. "P" PAVEMENT BORING LOCATIONS (10 FT).

B O

G P

12925676

B-101

GENERAL SHEET NOTES

1. EXPLORATORY BORINGS WERE PERFORMED BY CAPE FEAR

ENGINEERING, ON NOVEMBER 5 , 2024 AND APRIL 12, 2025.

2. INFORMATION PRESENTED ON THIS PAGE IS EXCERPTED

FROM THE REPORT 'F-35 SCUFF AND REFRESH FACILITY,

GEOTECHNICAL ENGINEERING REPORT, CHERRY POINT, NC'

BY CAPE FEAR ENGINEERING. DATED NOVEMBER 15, 2024

AND THE REPORT 'F-35 SCUFF AND REFRESH FACILITY,

PHASE 2 GEOTECHNICAL ENGINEERING REPORT, CHERRY

POINT, NC' BY CAPE FEAR ENGINEERING DATED MAY 27,

2025 AND IS PROVIDED FOR INFORMATION PURPOSES ONLY.

3. SEE DRAWINGS BB101, BB102, AND BB103 FOR BORING

LOGS.

L F

ILI

Dewberry Engineers Inc.

2610 WYCLIFF ROAD

FAX: 919.881.9923

RALEIGH, NC 27607

PHONE: 919.881.9939

SUITE 410

NCBELS #F-0929

S C

O M

D D

T O

E N

MAXIMO WORK ORDER NO.

A1 N.T.S

BORING LOGS

B O

G L

O G

12925677

BB101

CPT B-1

HOLE NUMBER: CPT_B-1

OPERATOR: E SWAIN

TOTAL DEPTH: 30.512 ft

HOLE NUMBER: CPT_B-1

TEST DATE: 11/5/2024 8:22:52 AM

Tip Stress UNC (tsf) 0 180

Tip COR (tsf)

Sleeve Stress (tsf)

180 2 0

Pore Pressure (psi) 0 14

SPT

(blows/ft)

LOCATION: Cherry Point

CONE ID: DDG1684

LOCATION: Cherry Point

Class. FR (Rob. 1990)

35 0 9

Depth (ft)

Sensitive, fine grained Organic soils - peats Clays - clay to silty clay

4 Silt mixtures - clayey silt to silty clay 5 Sand mixtures - silty sand to sandy silt 6 Sands - clean sand to silty sand

*SBT: Robertson 1990; **Overconsolidated or Cemented; *SBT/SPT CORRELATION: UBC-1983

7 Gravelly sand to sand 8 Very stiff sand to clayey sand ** 9 Very stiff, fine grained **

CPT B-2

HOLE NUMBER: CPT_B-2

OPERATOR: E SWAIN

TOTAL DEPTH: 30.512 ft

HOLE NUMBER: CPT_B-2

TEST DATE: 11/5/2024 9:50:50 AM

Tip Stress UNC (tsf) 0 160

Tip COR (tsf)

Sleeve Stress (tsf)

160 1 0

Pore Pressure (psi) 0 14

SPT

(blows/ft)

LOCATION: Cherry Point

CONE ID: DDG1684

LOCATION: Cherry Point

Class. FR (Rob. 1990)

35 0 9

Depth (ft)

Sensitive, fine grained Organic soils - peats Clays - clay to silty clay

4 Silt mixtures - clayey silt to silty clay 5 Sand mixtures - silty sand to sandy silt 6 Sands - clean sand to silty sand

*SBT: Robertson 1990; **Overconsolidated or Cemented; *SBT/SPT CORRELATION: UBC-1983

7 Gravelly sand to sand 8 Very stiff sand to clayey sand ** 9 Very stiff, fine grained **

CPT B-3

HOLE NUMBER: CPT_B-3

OPERATOR: E SWAIN

TOTAL DEPTH: 30.512 ft

HOLE NUMBER: CPT_B-3

TEST DATE: 11/4/2024 4:26:11 PM

Tip Stress UNC (tsf) 0 180

Tip COR (tsf)

Sleeve Stress (tsf)

180 2 0

Pore Pressure (psi) 0 25

SPT

(blows/ft)

LOCATION: Cherry Point

CONE ID: DDG1684

LOCATION: Cherry Point

Class. FR (Rob. 1990)

35 0 9

Depth (ft)

Sensitive, fine grained Organic soils - peats Clays - clay to silty clay

4 Silt mixtures - clayey silt to silty clay 5 Sand mixtures - silty sand to sandy silt 6 Sands - clean sand to silty sand

*SBT: Robertson 1990; **Overconsolidated or Cemented; *SBT/SPT CORRELATION: UBC-1983

7 Gravelly sand to sand 8 Very stiff sand to clayey sand ** 9 Very stiff, fine grained **

CPT B-4

HOLE NUMBER: CPT_B-4

OPERATOR: E SWAIN

TOTAL DEPTH: 30.512 ft

HOLE NUMBER: CPT_B-4

TEST DATE: 11/5/2024 7:52:01 AM

Tip Stress UNC (tsf) 0 180

Tip COR (tsf)

Sleeve Stress (tsf)

180 2 0

Pore Pressure (psi) 0 10

SPT

(blows/ft)

LOCATION: Cherry Point

CONE ID: DDG1684

LOCATION: Cherry Point

Class. FR (Rob. 1990)

35 0 9

Depth (ft)

Sensitive, fine grained Organic soils - peats Clays - clay to silty clay

4 Silt mixtures - clayey silt to silty clay 5 Sand mixtures - silty sand to sandy silt 6 Sands - clean sand to silty sand

*SBT: Robertson 1990; **Overconsolidated or Cemented; *SBT/SPT CORRELATION: UBC-1983

7 Gravelly sand to sand 8 Very stiff sand to clayey sand ** 9 Very stiff, fine grained **

CPT P-1

HOLE NUMBER: CPT_P-1

OPERATOR: E SWAIN

TOTAL DEPTH: 4.429 ft

HOLE NUMBER: CPT_P-1

TEST DATE: 11/5/2024 10:17:43 AM

Tip Stress UNC (tsf) 0 18

Tip COR (tsf)

Sleeve Stress (tsf)

18 1 0

Pore Pressure (psi) 0 3

SPT

(blows/ft)

LOCATION: Cherry Point

CONE ID: DDG1684

LOCATION: Cherry Point

Class. FR (Rob. 1990)

2 0 9

Depth (ft)

Sensitive, fine grained Organic soils - peats Clays - clay to silty clay

4 Silt mixtures - clayey silt to silty clay 5 Sand mixtures - silty sand to sandy silt 6 Sands - clean sand to silty sand

*SBT: Robertson 1990; **Overconsolidated or Cemented; *SBT/SPT CORRELATION: UBC-1983

7 Gravelly sand to sand 8 Very stiff sand to clayey sand ** 9 Very stiff, fine grained **

CPT P-2

HOLE NUMBER: CPT_P-2

OPERATOR: E SWAIN

TOTAL DEPTH: 15.420 ft

HOLE NUMBER: CPT_P-2

TEST DATE: 11/5/2024 10:51:15 AM

Depth

(ft) 8

Sensitive, fine grained Organic soils - peats Clays - clay to silty clay

4 Silt mixtures - clayey silt to silty clay 5 Sand mixtures - silty sand to sandy silt 6 Sands - clean sand to silty sand

*SBT: Robertson 1990; **Overconsolidated or Cemented; *SBT/SPT CORRELATION: UBC-1983

7 Gravelly sand to sand 8 Very stiff sand to clayey sand ** 9 Very stiff, fine grained **

Tip Stress UNC (tsf) 0 180

Tip COR (tsf)

Sleeve Stress (tsf)

180 2 0

Pore Pressure (psi) 0 7

SPT

(blows/ft)

LOCATION: Cherry Point

CONE ID: DDG1684

LOCATION: Cherry Point

Class. FR (Rob. 1990)

35 0 9

CPT P-3

HOLE NUMBER: CPT_P-3

OPERATOR: E SWAIN

TOTAL DEPTH: 15.420 ft

HOLE NUMBER: CPT_P-3

TEST DATE: 11/4/2024 4:06:27 PM

Depth

(ft) 8

Sensitive, fine grained Organic soils - peats Clays - clay to silty clay

4 Silt mixtures - clayey silt to silty clay 5 Sand mixtures - silty sand to sandy silt 6 Sands - clean sand to silty sand

*SBT: Robertson 1990; **Overconsolidated or Cemented; *SBT/SPT CORRELATION: UBC-1983

7 Gravelly sand to sand 8 Very stiff sand to clayey sand ** 9 Very stiff, fine grained **

Tip Stress UNC (tsf) 0 140

Tip COR (tsf)

Sleeve Stress (tsf)

140 1 0

Pore Pressure (psi) 0 20

SPT

(blows/ft)

LOCATION: Cherry Point

CONE ID: DDG1684

LOCATION: Cherry Point

Class. FR (Rob. 1990)

25 0 9

L F

ILI

Dewberry Engineers Inc.

2610 WYCLIFF ROAD

FAX: 919.881.9923

RALEIGH, NC 27607

PHONE: 919.881.9939

SUITE 410

NCBELS #F-0929

S C

O M

D D

T O

E N

MAXIMO WORK ORDER NO.

A1 N.T.S

BORING LOGS

B O

G L

O G

12925678

BB102

L F

ILI

Dewberry Engineers Inc.

2610 WYCLIFF ROAD

FAX: 919.881.9923

RALEIGH, NC 27607

PHONE: 919.881.9939

SUITE 410

NCBELS #F-0929

S C

O M

D D

T O

E N

MAXIMO WORK ORDER NO.

A1 N.T.S

BORING LOGS

B O

G L

O G

12925679

BB103

DCP TEST DATA

Project: F-35 Scuff and Refresh Location: P-1

Hammer

10.1 lbs.

17.6 lbs.

Both hammers used

No. of Accumulative Type of Blows Penetration Hammer

(mm)

Date:

Soil Type(s):

Soil Type

All other soils

30-Oct-24

CBR

0.1

0.1 1.0 10.0

BEARING CAPACITY, psf

2000 4000 6000 8000 10000 12000

Based on approximate interrelationships of CBR and Bearing values (Design of Concrete Airport Pavement, Portland

Cement Association, page 8, 1955) (q=3.794 X CBR 0.664 )

1428425669

BEARING CAPACITY, psi

1.0 10.0 100.0

100.0

, i n.

, i n

, m m D

, m m

DCP TEST DATA

Project: F-35 Scuff and Refresh Location: P-2

Hammer

10.1 lbs.

17.6 lbs.

Both hammers used

No. of Accumulative Type of Blows Penetration Hammer

(mm)

Date:

Soil Type(s):

Soil Type

All other soils

30-Oct-24

CBR

0.1

0.1 1.0 10.0

BEARING CAPACITY, psf

2000 4000 6000 8000 10000 12000

Based on approximate interrelationships of CBR and Bearing values (Design of Concrete Airport Pavement, Portland

Cement Association, page 8, 1955) (q=3.794 X CBR 0.664 )

1428425669

BEARING CAPACITY, psi

1.0 10.0 100.0

100.0

, i n.

, i n

, m m D

, m m

DCP TEST DATA

Project: F-35 Scuff and Refresh Location: P-3

Hammer

10.1 lbs.

17.6 lbs.

Both hammers used

No. of Accumulative Type of Blows Penetration Hammer

(mm)

Date:

Soil Type(s):

Soil Type

All other soils

30-Oct-24

CBR

0.1

0.1 1.0 10.0

BEARING CAPACITY, psf

2000 4000 6000 8000 10000 12000

Based on approximate interrelationships of CBR and Bearing values (Design of Concrete Airport Pavement, Portland

Cement Association, page 8, 1955) (q=3.794 X CBR 0.664 )

1428425669

BEARING CAPACITY, psi

1.0 10.0 100.0

100.0

, i n.

, i n

, m m D

, m m

DCP TEST DATA

Project: Date:

Location: P-4 Soil Type(s):

No. of AccumulativeType of Blows Penetration Hammer

(mm) 0 255 1 1 333 1 2 417 1 2 465 1 2 503 1 2 574 1 1 644 1 1 690 1 1 738 1 1 802 1 1 850 1 1 895 1 1 934 1

F-35 Scuff and Refresh Ph.2

7-Jul-25

0.1 1.0 10.0 100.0

, i n.

CBR

, m m

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

All other soils

Hammer

0 14 28 42 56 69 83

0 2000 4000 6000 8000 10000 12000

, m m

BEARING CAPACITY, psi

, i n

BEARING CAPACITY, psf

Based on approximate interrelationships of CBR and Bearing values (Design of Concrete Airport Pavement, Portland

Cement Association, page 8, 1955) (q=3.794 X CBR 0.664 )

DCP TEST DATA

Project: Date:

Location: P-6 Soil Type(s):

No. of AccumulativeType of Blows Penetration Hammer

(mm) 0 326 1 1 431 1 1 550 1 1 647 1 1 722 1 1 788 1 1 844 1 1 944 1

F-35 Scuff and Refresh Ph.2 7-Jul-25

0.1 1.0 10.0 100.0

, i n.

CBR

, m m

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

All other soils

Hammer

0 14 28 42 56 69 83

0 2000 4000 6000 8000 10000 12000

, m m

BEARING CAPACITY, psi

, i n

BEARING CAPACITY, psf

Based on approximate interrelationships of CBR and Bearing values (Design of Concrete Airport Pavement, Portland

Cement Association, page 8, 1955) (q=3.794 X CBR 0.664 )

DCP TEST DATA

Project: Date:

Location: P-5 Soil Type(s):

No. of AccumulativeType of Blows Penetration Hammer

(mm) 0 240 1 1 290 1 2 355 1 2 416 1 2 554 1 2 610 1 1 687 1 1 731 1 1 769 1 1 838 1 1 900 1 1 850 1

F-35 Scuff and Refresh Ph.2 7-Jul-25

0.1 1.0 10.0 100.0

, i n.

CBR

, m m

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

All other soils

Hammer

0 14 28 42 56 69 83

0 2000 4000 6000 8000 10000 12000

, m m

BEARING CAPACITY, psi

, i n

BEARING CAPACITY, psf

Based on approximate interrelationships of CBR and Bearing values (Design of Concrete Airport Pavement, Portland

Cement Association, page 8, 1955) (q=3.794 X CBR 0.664 )

L E

G E

N D

12925680

C-001

L F

ILI

Dewberry Engineers Inc.

2610 WYCLIFF ROAD

FAX: 919.881.9923

RALEIGH, NC 27607

PHONE: 919.881.9939

SUITE 410

NCBELS #F-0929

S C

O M

D D

T O

E N

MAXIMO WORK ORDER NO.

CIVIL LEGEND:

LOD

UNDERGROUND WATER

UNDERGROUND SANITARY

SEWER

SILT FENCE

TREE PROTECTION FENCE

UNDERGROUND GAS

UNDERGROUND COMM

UNDERGROUND ELECTRIC

CONCRETE JOINT

STORM PIPE

CONCRETE HEADWALL

CONCRETE CURB AND

GUTTER

CONCRETE CURB INLET

ASPHALT

CONCRETE

CLEAR AND GRUB

TREE CLEARING

ASPHALT REMOVAL

DROP INLET

CLEANOUT

FIRE HYDRANT

MANHOLE

CONSTRUCTION ENTRANCE

LOD LOD

GENERAL NOTES:

1. CONTRACTOR MUST HAVE A COMPLETE SET OF CONSTRUCTION DRAWINGS, SPECIFICATIONS, ADDENDA AND

APPROVED PERMITS ON THE JOB SITE AT ALL TIMES.

2. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT WORK REQUIRED TO PROPERLY CONSTRUCT THE WORK.

3. CONTRACTOR MUST MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR MUST BE REPLACED BY A NORTH

CAROLINA LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.

4. CONTRACTOR MUST PROVIDE MEASURES AS NECESSARY DURING CONSTRUCTION FOR EROSION & SEDIMENTATION CONTROL, PER THE NCDEQ EROSION & SEDIMENTATION CONTROL PLANNING AND DESIGN

MANUAL.

5. CONTRACTOR MUST PROTECT EXISTING STRUCTURES, UTILITIES AND ALL OTHER PROPERTY UNLESS THEY ARE TO BE DEMOLISHED. ANY PROPERTY NOT AUTHORIZED FOR REMOVAL, BUT DAMAGED BY THE

CONTRACTOR MUST BE RESTORED OR REPLACED BY THE CONTRACTOR TO THE APPROVAL OF THE

CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT.

6. UTILITY LOCATIONS:

THE UNDERGROUND UTILITIES SHOWN ARE BASED ON UTILITIES LOCATED FROM FIELD SURVEY INFORMATION.

ALL EX. UTILITIES MAY NOT BE SHOWN ON THE DRAWINGS AND LOCATION OF EX. UTILITIES (VERTICALLY AND HORIZONTALLY) ARE SHOWN IN APPROXIMATE MANNER ONLY. THE CONTRACTOR MUST VERIFY LOCATION AND ELEVATION OF EX. UTILITIES BEFORE CONSTRUCTION BEGINS AND COORDINATE CHANGES TO UTILITIES, IF

NEEDED, WITH THE CONTRACTING OFFICER.

7. EXISTING UTILITIES MAY NOT BE INTERRUPTED WITHOUT APPROVAL OF THE CONTRACTING OFFICER. IF INTERRUPTION OF UTILITIES IS APPROVED, CONTRACTOR MUST PROVIDE TEMPORARY UTILITIES SERVICES.

CONTRACTOR MUST PROVIDE A PLAN FOR DEMOLITION, NEW WORK, AND TIE-INS FOR UTILITIES. PLAN MUST

LIST POINTS OF CONTACT AND INCLUDE SEQUENCE OF CONSTRUCTION.

8. CONTRACTOR MUST BE RESPONSIBLE FOR RELOCATION OF EXISTING UTILITIES REQUIRED DURING INSTALLATION OF NEW WORK. NO ADDITIONAL PAYMENT WILL BE MADE FOR THE RELOCATION OF EXISTING

UTILITIES. CONTRACTOR MUST BEAR ALL COST ASSOCIATED WITH UTILITY RELOCATION.

9. ALL PAVEMENT DAMAGED DURING CONSTRUCTION, INCLUDING GOUGES, MUST BE REPAIRED TO THE APPROVAL OF THE CONTRACTING OFFICER. NO ADDITIONAL PAYMENT WILL BE MADE FOR PAVEMENT REPAIR.

CONTRACTOR MUST BEAR ALL COST ASSOCIATED WITH PAVEMENT REPAIR.

10. CONTRACTOR MUST REMOVE AND LEGALLY DISPOSE OF ALL CONSTRUCTION WASTE AND EXCESS SOILS OFF OF GOVERNMENT PROPERTY IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS.

11. BURNING ON-BASE IS NOT PERMITTED AT ANY TIME.

12. CONTRACTOR MUST REPAIR ANY DAMAGE DONE TO EXISTING FACILITIES LOCATED OUTSIDE THE LIMITS OF WORK DUE TO CONSTRUCTION ACTIVITIES. CONTRACTOR MUST REPAIR ALL SITE ELEMENTS TO EXISTING OR

BETTER CONDITIONS IF DISTURBED DURING CONSTRUCTION.

13. CONTRACTOR MUST OBTAIN ALL REQUIRED PERMITS AND APPROVALS PRIOR TO BEGINNING CONSTRUCTION.

14. CONTRACTOR MUST MINIMIZE DUST BY USE OF WET METHODS OR OTHER APPROVED METHOD.

15. ALL DEBRIS HAULING TRUCKS MUST FULLY COVER LOADS WHEN HAULING MATERIALS FROM THE SITE.

16. CONTRACTOR MUST COORDINATE AND ESTABLISH A LAYDOWN AREA WITH THE CONTRACTING OFFICER.

CONTRACTOR MUST SUBMIT A REQUEST AND OBTAIN APPROVAL FOR LAYDOWN AREA A MINIMUM OF TWO

WEEKS PRIOR TO BEGINNING OF CONSTRUCTION.

17. EXCAVATION AND CONSTRUCTION MUST PROCEED IN ACCORDANCE WITH LATEST OSHA REGULATIONS.

18. ACCESS TO THE CONSTRUCTION SITES AND LAYDOWN AREA MUST BE ONLY AS DIRECTED BY THE CONTRACTING OFFICER. THE CONTRACTOR MUST NOT USE ANY ROADS, GROUNDS AND OTHER FACILITIES WHICH HAVE NOT BEEN SPECIFICALLY AUTHORIZED FOR USE. CONTRACTOR MUST COORDINATE ACCESS VIA

GATES WITH CONTRACTING OFFICER.

19. ROADS AND ACCESS ROUTES USED BY THE CONTRACTOR DURING THE PERFORMANCE OF THE WORK MUST BE MAINTAINED IN GOOD CONDITION AT ALL TIMES. ALL ROADS AND ACCESS ROADS MUST BE LEFT IN A CONDITION SATISFACTORY TO THE CONTRACTING OFFICER, INCLUDING UPON COMPLETION OF THE WORK.

20. THE CONTRACTOR'S HEAVY TRUCKS AND DUMP TRUCKS MUST ONLY ACCESS MCAS CHERRY POINT BY USING THE SLOCUM ROAD CONTROLLED ACCESS GATE DURING NON-PEAK HOURS. PEAK HOURS ARE 0600 TO 0800 AND 1500 TO 1700 HOURS. ALL OTHER CONTRACTOR VEHICLES ARE ALLOWED TO ACCESS THE MAIN GATE OFF OF NC HWY 101 AND/OR THE SLOCUM ROAD CONTROLLED ACCESS GATES DURING NORMAL HOURS OF

OPERATION.

CONTRACTOR LAYDOWN AREA NOTES:

1. THE CONTRACTOR'S PERSONNEL MUST WEAR IDENTIFICATION AT ALL TIMES.

2. THE CONTRACTOR MUST HAVE AT LEAST ONE EMPLOYEE ON SITE TO RECEIVE AND DIRECT PLACEMENT OF

DELIVERED MATERIALS AND SUPPLIES.

3. ACCESS TO THE CONTRACTOR'S ON-SITE STAGING AREA IS LIMITED TO NORMAL WORK HOURS : 7 A.M. TO 4:30 P.M (SUBJECT TO CHANGE), MONDAY THROUGH FRIDAY, EXCLUDING HOLIDAYS UNLESS APPROVED BY

CONTRACTING OFFICER.

4. THE CONTRACTOR MUST REMOVE AND DISPOSE OF ALL DEBRIS, EXCESS SOIL AND MATERIAL, AND CONSTRUCTION DERIVED WASTES IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, LOCAL AND MCAS

CHERRY POINT REGULATIONS AND REQUIREMENTS.

5. CONTRACTOR MUST RESTORE ANY AREA DAMAGED BY THE CONTRACTOR'S CONSTRUCTION OPERATIONS AND ACTIVITIES. AREAS INCLUDE BUT ARE NOT LIMITED TO CONTRACTOR LAYDOWN AREA, BATCH PLANT SITE, AND ROADS USED TO ACCESS PROJECT SITES. CONTRACTOR MUST DOCUMENT EXISTING CONDITIONS OF ALL AREAS PRIOR TO CONSTRUCTION AND ENSURE THAT CONDITION OF AREAS AFTER CONSTRUCTION IS EQUAL TO OR BETTER THAN THE PRE-CONSTRUCTION CONDITION. FINAL RESTORATION ACCEPTANCE WILL BE BY, OR AT

THE DIRECTION OF, THE CONTRACTING OFFICER.

6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING UTILITIES, AS NEEDED, FOR THE CONTRACTOR'S WORK AND THE OPERATION OF THE BATCH PLANT. SEE SPECIFICATION SECTION 01 50 00

"TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS".

7. CONCRETE WASHOUT IS ONLY ALLOWED WITHIN THE CONTRACTOR'S STAGING AREA OR BATCH PLANT AREA.

CONCRETE WASHOUT MUST BE PERFORMED IN ACCORDANCE WITH THE DETAIL ON SHEET C-502 AND WITH

NCDEQ REQUIREMENTS.

8. INTERIOR OF CONCRETE HAULING TRUCKS MUST BE WASHED OUT BETWEEN LOADS.

9. VEHICLE TIRES MUST BE WASHED PRIOR TO DRIVING OVER EXPOSED SUBGRADE MATERIAL.

EROSION AND SEDIMENT CONTROL NOTES::

1. THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND STORM WATER OUTFALLS BE INSPECTED WEEKLY AND WITHIN 24 HRS OF A 1-INCH RAIN EVENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED, EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING. TO FACILITATE RAINFALL MONITORING A RAIN GAUGE IS REQUIRED TO BE ON SITE. ADDITIONALLY, THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING “SELF INSPECTIONS” INDICATING THE DATE BMPS ARE INSTALLED AND STABILIZATION MEASURES (SEEDING/MULCHING OR SOD) ARE INITIATED. BOTH INSPECTIONS ARE RECORDED ON THE SAME REPORT FORM AND MUST BE MAINTAINED BY THE CONTRACTOR AT THE ONSITE OFFICE. ONCE STABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO BE FORWARDED TO EAD AND ALL TEMPORARY

EROSION/SEDIMENTATION CONTROL DEVICES REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR

MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS, ANY CHANGES WILL BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION (ES) CONTROL PLAN, ES LETTER OF APPROVAL, NPDES CONSTRUCTION PERMIT, AND NPDES CERTIFICATE OF COVERAGE WILL BE MAINTAINED BY THE CONTRACTOR AT THE ONSITE OFFICE. IF SOIL IS REMOVED FROM OR BROUGHT ONSITE, THE APPLICABLE SOLID WASTE MANAGEMENT PERMIT NUMBER, EROSION SEDIMENTATION PERMIT NUMBER OR MINE PERMIT

NUMBER WILL BE DISCLOSED.

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH

THE NCG01 CONSTRUCTION GENERAL PERMIT

IMPLEMENTING THE DETAILS AND SPECIFICATIONS ON THIS PLAN SHEET WILL RESULT IN

THE CONSTRUCTION ACTIVITY BEING CONSIDERED COMPLIANT WITH THE GROUND

STABILIZATION AND MATERIALS HANDLING SECTIONS OF THE NCG01 CONSTRUCTION

GENERAL PERMIT (SECTIONS E AND F, RESPECTIVELY). THE PERMITTEE SHALL COMPLY

WITH THE EROSION AND SEDIMENT CONTROL PLAN APPROVED BY THE DELEGATED

AUTHORITY HAVING JURISDICTION. ALL DETAILS AND SPECIFICATIONS SHOWN ON THIS

SHEET MAY NOT APPLY DEPENDING ON SITE CONDITIONS AND THE DELEGATED AUTHORITY

HAVING JURISDICTION.

GROUND STABILIZATION SPECIFICATION

STABILIZE THE GROUND SUFFICIENTLY SO THAT RAIN WILL NOT DISLODGE THE SOIL. USE

ONE OF THE TECHNIQUES IN THE TABLE BELOW:

SECTION E: GROUND STABILIZATION

Required Ground Stabilization Timeframes

Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent ground stabilization is achieved.

Site Area Description Timeframe variations

-7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed unless there is zero slope

Stabilize within this many calendar days after ceasing land disturbance

(a) Perimeter dikes, swales, ditches, and perimeter slopes

(b) High Quality Water (HQW) Zones

If slopes are 10' or less in length and are not steeper than 2:1, 14 days are allowed

(d) Slopes 3:1 to 4:1

(e) Areas with slopes flatter than 4:1 14

-7 days for slopes greater than 50' in length and with slopes steeper than 4:1 -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed

TOTAL DISTURBED AREA: 8.5 AC

TOTAL AREA REQUIRING

VEGETATION STABILIZATION: 5.2 AC

LODLODLO

LODLOD

LOD

LODLODLOD

LOD

F-35 SCUFF AND REFRESH

FACILITY

FFE = 28.50

V-22 TAMS

FACILITY

FFE = 28.50

SANSAN

AC ACAC

COMM

ES ES

XXXX

COMM

C O

M M

DCW

DCW DCWDCW

DCW

CD102, CS102

CG102, CG122,

CU102

CD101, CS101

CG101, CG121,

CU101

CD103, CS103

CG103, CG123,

CU103

N: 420364.8846 E: 2632277.5044

N: 420522.2159 E: 2632120.1731

N: 420255.9896 E: 2632168.6094

N: 420437.4020 E: 2632350.0218

N: 420596.5010 E: 2632190.9227

N: 420752.0645 E: 2632035.3593

N: 420679.5471 E: 2631962.8419

N: 420570.6521 E: 2631853.9468

A1 SCALE 1" = 100'

OVERALL SITE PLAN AND KEY PLAN

PLAN

NORTH

100' 200'0

O V

E R

E P

A N

D K

E Y

12925681

C-101

L F

ILI

Dewberry Engineers Inc.

2610 WYCLIFF ROAD

FAX: 919.881.9923

RALEIGH, NC 27607

PHONE: 919.881.9939

SUITE 410

NCBELS #F-0929

S C

O M

D D

T O

E N

MAXIMO WORK ORDER NO.

1. SEE SHEET V-101 FOR TOPOGRAPHIC SURVEY NOTES AND

LEGEND.

2. SEE SHEET C-001 FOR CIVIL NOTES AND LEGEND.

LOD

MATCHLINE CD103

C H

E C

A1 SCALE 1" = 40'

DEMOLITION PLAN

PLAN

NORTH

40' 80'0

D E

M O

O N

12925682

CD101

L F

ILI

Dewberry Engineers Inc.

2610 WYCLIFF ROAD

FAX: 919.881.9923

RALEIGH, NC 27607

PHONE: 919.881.9939

SUITE 410

NCBELS #F-0929

KEY PLAN

PLAN

NORTH

S C

O M

D D

T O

E N

MAXIMO WORK ORDER NO.

# SHEET KEY NOTES

1. CLEAR ALL TREES IN FORESTED AREA INCLUDING STUMPS

AND ROOT SYSTEMS

2. CLEAR AND GRUB VEGETATION AND STRIP TOP SOIL

3. DEMOLISH CHAIN LINK BARB-WIRE SECURITY FENCE

INCLUDING CONCRETE FOOTERS AND ANCHORS

4. DEMOLISH RIP RAP

5. DEMOLISH AND REMOVE SANITARY SEWER LINE AND

CLEANOUTS

6. DEMOLISH AND REMOVE UNDERGROUND STORM DRAIN

WITHIN LIMITS OF CLEARING.

7. DEMOLISH AND REMOVE RIPRAP OUTLET STRUCTURE

8. LIMITS OF DISTURBANCE

1. SEE SHEET V-101 FOR TOPOGRAPHIC SURVEY NOTES AND

LEGEND.

2. SEE SHEET C-001 FOR CIVIL NOTES AND LEGEND.

LOD

LODLODLODLO

LOD

LODLODLOD

LOD LOD

LOD

ATC

LIN

E C D

A1 SCALE 1" = 40'

DEMOLITION PLAN

PLAN

NORTH

40' 80'0

D E

M O

O N

12925683

CD102

L F

ILI

Dewberry Engineers Inc.

2610 WYCLIFF ROAD

FAX: 919.881.9923

RALEIGH, NC 27607

PHONE: 919.881.9939

SUITE 410

NCBELS #F-0929

KEY PLAN

PLAN

NORTH

S C

O M

D D

T O

E N

MAXIMO WORK ORDER NO.

# SHEET KEY NOTES

1. CLEAR AND GRUB VEGETATION AND STRIP TOP SOIL

2. LIMITS OF DISTURBANCE

1. SEE SHEET V-101 FOR TOPOGRAPHIC SURVEY NOTES AND

LEGEND.

2. SEE SHEET C-001 FOR CIVIL NOTES AND LEGEND.

LOD LO

LOD

LODLOD

LODLODLODLODLODLODLOD

LOD

LODLODLOD

LOD

MATCHLINE CD101

2 2 2

A1 SCALE 1" = 40'

DEMOLITION PLAN

PLAN

NORTH

40' 80'0

D E

M O

O N

12925684

CD103

L F

ILI

Dewberry Engineers Inc.

2610 WYCLIFF ROAD

FAX: 919.881.9923

RALEIGH, NC 27607

PHONE: 919.881.9939

SUITE 410

NCBELS #F-0929

KEY PLAN

PLAN

NORTH

S C

O M

D D

T O

E N

MAXIMO WORK ORDER NO.

# SHEET KEY NOTES

1. DEMOLISH ASPHALT

2. SHIPPING CONTAINERS AND SHED TO BE RELOCATED BY

GOVERNMENT PRIOR TO CONSTRUCTION

3. CLEAR ALL TREES IN FORESTED AREA INCLUDING STUMPS

AND ROOT SYSTEMS

4. CLEAR AND GRUB VEGETATION AND STRIP TOP SOIL

5. DEMOLISH AND REMOVE SANITARY SEWER LINE AND

CLEANOUTS

6. LIMITS OF DISTURBANCE

1. SEE SHEET V-101 FOR TOPOGRAPHIC SURVEY NOTES AND

LEGEND.

2. SEE SHEET C-001 FOR CIVIL NOTES AND LEGEND.

GEN

MATCHLINE CS103

.5'

C H

E C

LOD

F-35 SCUFF AND REFRESH

FACILITY

FFE = 28.50

V-22 TAMS

FACILITY

FFE = 28.50

.0'

2.7

.0'

R113.0'

R137.0'

N: 420437.4020 E: 2632350.0218

N: 420364.8840 E: 2632277.5038

N: 420255.9890 E: 2632168.6088

N: 420752.0645 E: 2632035.3593

N: 420679.5466 E: 2631962.8413

R46.0'R26.0'

20.0'

550.2'

190.8'

32.3'

2.6

88.4'

10.0'

.0'

A1 SCALE 1" = 40'

SITE PLAN

PLAN

NORTH

40' 80'0

E P

12925685

CS101

# SHEET KEY NOTES

L F

ILI

Dewberry Engineers Inc.

2610 WYCLIFF ROAD

FAX: 919.881.9923

RALEIGH, NC 27607

PHONE: 919.881.9939

SUITE 410

NCBELS #F-0929

KEY PLAN

PLAN

NORTH

S C

O M

D D

T O

E N

MAXIMO WORK ORDER NO.

1. FUTURE P993 TAXIWAY BY OTHERS

2. PROVIDE DRIVEWAY AGGREGATE BASE COURSE AND

ASPHALT COURSE. C4/C-503

3. PROVIDE TEMPORARY TOW-WAY AGGREGATE BASE

COURSE AND ASPHALT COURSES. B4/C-503.

4. CONNECT NEW SECURE PERIMETER FENCE TO EXISTING

FENCE. A1/C-505

5. PROVIDE SECURE PERIMETER FENCE W/ 1' BARB-WIRE

EXTENDER AND 7' FABRIC HEIGHT (8' TOTAL HEIGHT).

A1/C-505

6. MECH YARD SCREEN WALL. REFER TO ARCH AND STRC.

7. PROVIDE CONCRETE APRON. REFER TO CS401, CS411, AND

CS412. D4/C-503

8. PROVIDE 6" WHITE CENTERLINE STRIPE. A1/C-508

9. BOTTOM OF SCM: INFILTRATION BASIN. A1/C-513

10. PROVIDE CONCRETE SIDEWALK. C4/C-511

11. LIMITS OF DISTURBANCE

12. PROVIDE NCDOT #57 STONE. A4/C-503

13. PROVIDE SOD FOR ALL NON-HARDSCAPE AREAS WITHIN

THE LIMITS OF DISTURBANCE UNLESS OTHERWISE NOTED.

A4/C-516

1. SEE SHEET V-101 FOR TOPOGRAPHIC SURVEY NOTES AND

LEGEND.

2. SEE SHEET C-001 FOR CIVIL NOTES AND LEGEND.

3. SEE SHEET CU101 FOR STORM DRAIN AND SEWER

INFORMATION

4. SEE SHEET CS401 FOR CONCRETE APRON JOINTING.

5. SEE CS411 AND CS412 FOR MORE INFORMATION

LOD

LODLODLOD

LOD LOD

LOD

R26.00' R46.00'

90.0'

.6'

76.8'

92.5'

A1 SCALE 1" = 40'

SITE PLAN

PLAN

NORTH

40' 80'0

E P

12925686

CS102

# SHEET KEY NOTES

L F

ILI

Dewberry Engineers Inc.

2610 WYCLIFF ROAD

FAX: 919.881.9923

RALEIGH, NC 27607

PHONE: 919.881.9939

SUITE 410

NCBELS #F-0929

KEY PLAN

PLAN

NORTH

S C

O M

D D

T O

E N

MAXIMO WORK ORDER NO.

1. BOTTOM OF SCM INFILTRATION BASIN. A1/C-513

2. PROVIDE SECURE PERIMETER FENCE W/ 1' BARB-WIRE

EXTENDER AND 7' FABRIC HEIGHT (8' TOTAL HEIGHT).

A1/C-505

3. PROVIDE DRIVEWAY AGGREGATE BASE COURSE AND

ASPHALT COURSE. C4/C-503

4. CONNECT NEW SECURE PERIMETER FENCE TO EXISTING

FENCE. A1/C-505

5. PROVIDE CONCRETE CURB AND GUTTER. A3/C-510

6. SEE CS101 FOR FENCE DIMENSION LENGTH.

7. LIMITS OF DISTURBANCE

8. PROVIDE NCDOT #57 STONE. A4/C-503

9. PROVIDE SOD FOR ALL NON-HARDSCAPE AREAS WITHIN

THE LIMITS OF DISTURBANCE UNLESS OTHERWISE NOTED.

A4/C-516

1. SEE SHEET V-101 FOR TOPOGRAPHIC SURVEY NOTES AND

LEGEND.

2. SEE SHEET C-001 FOR CIVIL NOTES AND LEGEND.

3. SEE SHEET CU102 FOR STORM DRAIN AND SEWER

INFORMATION.

GENERAL SHEET NOTES

ATC

LIN

E C S101

LOD LO

LOD

LODLOD

LODLODLODLODLODLODLOD

LOD

LODLODLOD

LOD

24.00'

R30.00' R50.00'

R25.00' R25 .00

20.00'

A1 SCALE 1" = 40'

SITE PLAN

PLAN

NORTH

40' 80'0

E P

12925687

CS103

# SHEET KEY NOTES

L F

ILI

Dewberry Engineers Inc.

2610 WYCLIFF ROAD

FAX: 919.881.9923

RALEIGH, NC 27607

PHONE: 919.881.9939

SUITE 410

NCBELS #F-0929

KEY PLAN

PLAN

NORTH

S C

O M

D D

T O

E N

MAXIMO WORK ORDER NO.

1. PROVIDE TEMPORARY TOW-WAY. B4/C-503

2. PROVIDE 6" WHITE TOW-WAY CENTERLINE STRIPE. A1/C-508

3. PROVIDE ASPHALT DRIVEWAY. C4/C-503

4. PROVIDE ASPHALT PAVEMENT PATCH. A4/C-511

5. LIMITS OF DISTURBANCE

6. PROVIDE SOD FOR ALL NON-HARDSCAPE AREAS WITHIN

THE LIMITS OF DISTURBANCE UNLESS OTHERWISE NOTED.

A4/C-516

1. SEE SHEET V-101 FOR TOPOGRAPHIC SURVEY NOTES AND

LEGEND.

2. SEE SHEET C-001 FOR CIVIL NOTES AND LEGEND.

3. SEE SHEET CU103 FOR STORM DRAIN AND SEWER

INFORMATION.

GENERAL SHEET NOTES

MATCHLINE CS101

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

XXXXXXXXXXXXXXXXXX

X X

C C

A A

T T

12.50'

F-35 SCUFF AND REFRESH

FACILITY

FFE = 28.50

V-22 TAMS

FACILITY

FFE = 28.50

12.50'

15.00', TYP.

28 @ 15' = 420.00'

A A

A1 SCALE 1" = 20'

APRON JOINTING PLAN

PLAN

NORTH

20' 40'0

A P

R O

N J

G P

12925688

CS401

# SHEET KEY NOTES

L F

ILI

Dewberry Engineers Inc.

2610 WYCLIFF ROAD

FAX: 919.881.9923

RALEIGH, NC 27607

PHONE: 919.881.9939

SUITE 410

NCBELS #F-0929

S C

O M

D D

T O

E N

MAXIMO WORK ORDER NO.

1. LIMITS OF DISTURBANCE

1. SEE SHEET V-101 FOR TOPOGRAPHIC SURVEY NOTES AND

LEGEND.

2. SEE SHEET C-001 FOR CIVIL NOTES AND LEGEND.

GENERAL SHEET NOTES

SHEET LEGEND

CDOWELED CONTRACTION JOINT

(TYPE C). D2/C-504

ASPHALT/CONCRETE BUTT JOINT.

D4/C-504

DOWELED CONSTRUCTION JOINT

(TYPE E). B2/C-502

ISOLATION JOINT (TYPE A THICKENED

EDGE). B1/C-504

PROVIDE THICKENED EDGE. B1/C-504

LOD

XXXXXXXXXXXX

X X

X X X X X X X

X X

TGENT

F-35 SCUFF AND REFRESH

FACILITY

FFE = 28.50

R25.0' R25 .0'

R25.0'R25 .0'

R25.0' R25 .0'

R25.0'R25 .0'

13.5'

20.0'

37.5'

10.0'

52.9'

48.3'

A1 SCALE 1" = 20'

ENLARGED SITE AND PAVEMENT MARKING PLAN

PLAN

NORTH

20' 40'0

E N

G E

D S

A N

D P

A V

E M

E N

T M

A R

G P

12925689

CS411

# SHEET KEY NOTES

L F

ILI

Dewberry Engineers Inc.

2610 WYCLIFF ROAD

FAX: 919.881.9923

RALEIGH, NC 27607

PHONE: 919.881.9939

SUITE 410

NCBELS #F-0929

S C

O M

D D

T O

E N

MAXIMO WORK ORDER NO.

1. PROVIDE 6" WHITE TOW-WAY CENTERLINE STRIPE.

A1/C-508

3. PROVIDE 40' WIDE DOUBLE LEAF SWING GATE (20' LEAFS).

INCLUDE BARB-WIRE AND FENCE HEIGHT. A1/C-506

4. PROVIDE 20' WIDE DOUBLE LEAF SWING GATE (10' LEAFS).

MATCH BARB-WIRE AND FENCE HEIGHT. A1/C-506

5. PROVIDE TURNSTILE. A1/C-511. REFER TO TELECOM.

6. PROVIDE CONCRETE CURB AND GUTTER. A3/C-510

7. PROVIDE 13.5' X 37.5' LONG LIQUID TOTE STORAGE AREA.

A1/CG401

8. BACKUP GEN. AND TRANSFORMER. REFER TO ELECTRICAL.

9. PROVIDE CONCRETE SIDEWALK. C4/C-511

10. PROVIDE NCDOT #57 STONE. A4/C-503

11. PROVIDE SECURE PERIMETER FENCE W/ 1' BARB-WIRE

EXTENDER AND 7' FABRIC HEIGHT (8' TOTAL HEIGHT).

A4/C-505

12. PROVIDE 6' SINGLE LEAF SWING GATE WITH LOCKABLE

LATCH, INCLUDE BARB-WIRE AND MATCH FENCE HEIGHT.

A1/C-506

1. SEE SHEET V-101 FOR TOPOGRAPHIC SURVEY NOTES AND

LEGEND.

2. SEE SHEET C-001 FOR CIVIL NOTES AND LEGEND.

GENERAL SHEET NOTES

C H

E C

06/11/2025

PROVIDE CONCRETE PAD FOR FUTURE 15'-0" x 28'-4"

EQUIPMENT. SEE STRUCTURAL PLANS.

XXXXXXXXXXXX

X X

X X X X

MATCHLIN

V-22 TAMS

FACILITY

FFE = 28.50

20.0'

R4 6.

R25 .0'

R25.0'

R25.0' R25 .0'

R25.0'R25 .0'

20.0'

37.5'

R2 6.

R26.0'

R46.0'

6 6

A1 SCALE 1" = 20'

ENLARGED SITE AND PAVEMENT MARKING PLAN

PLAN

NORTH

20' 40'0

E N

G E

D S

A N

D P

A V

E M

E N

T M

A R

G P

12925690

CS412

# SHEET KEY NOTES

L F

ILI

Dewberry Engineers Inc.

2610 WYCLIFF ROAD

FAX: 919.881.9923

RALEIGH, NC 27607

PHONE: 919.881.9939

SUITE 410

NCBELS #F-0929

S C

O M

D D

T O

E N

MAXIMO WORK ORDER NO.

1. LIMITS OF DISTURBANCE

2. PROVIDE 6" WHITE TOW-WAY CENTERLINE STRIPE.

A1/C-508.

3. PROVIDE CONCRETE CURB AND GUTTER. A3/C-510

4. PROVIDE 13.5' X 37.5' LONG LIQUID STORAGE AREA.

A1/CG401

5. PROVIDE CONCRETE SIDEWALK. C4/C-511

6. PROVIDE NCDOT #57 STONE. A4/C-503

7. PROVIDE SECURE PERIMETER FENCE W/ 1' BARB-WIRE

EXTENDER AND 7' FABRIC HEIGHT (8' TOTAL HEIGHT).

A1/C-505

1. SEE SHEET V-101 FOR TOPOGRAPHIC SURVEY NOTES AND

LEGEND.

2. SEE SHEET C-001 FOR CIVIL NOTES AND LEGEND.

GENERAL SHEET NOTES

ATC

LIN

E C S411

LOD

F-35 SCUFF AND REFRESH

FACILITY

FFE = 28.50

V-22 TAMS

FACILITY

FFE = 28.50

C H

E C

MATCHLINE CG103

GEN

1 28

23 23

24 24

26 27

25 24

262728

25242627

28.47

28.45

28.24

27.95

28.47

28.08

28.46

28.08

28.46

28.08

0.50% 0.8 7%

0.9 9% 0.50%

0.8 7%0.50%

0.9 9% 0.50%

0.50% 0.8 7%

0.50%0.9 9%

28.47

CG401

A1 SCALE 1" = 40'

GRADING PLAN

PLAN

NORTH

40' 80'0

G R

A D

12925691

CG101

L F

ILI

Dewberry Engineers Inc.

2610 WYCLIFF ROAD

FAX: 919.881.9923

RALEIGH, NC 27607

PHONE: 919.881.9939

SUITE 410

NCBELS #F-0929

KEY PLAN

PLAN

NORTH

S C

O M

D D

T O

E N

MAXIMO WORK ORDER NO.

TIE TO FUTURE TAXIWAY

BY OTHERS.

1. SEE SHEET V-101 FOR TOPOGRAPHIC SURVEY NOTES AND

LEGEND.

2. SEE SHEET C-001 FOR CIVIL NOTES AND LEGEND.

3. SEE SHEET CU101 FOR STORM DRAIN AND SEWER

INFORMATION.

4. PROVIDE MATTING FOR SLOPES STEEPER THAN 3:1.

GENERAL SHEET NOTES

# SHEET KEY NOTES

1. LIMITS OF DISTURBANCE

LOD

LODLODLOD

LOD LOD

LOD

C H

MATCHLINE

23 24

26 27

25.70

22.50

25.50

25.70

A1 SCALE 1" = 40'

GRADING…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 17, 2025.