Attachment 4 - FJRP229030 B-3 Rev Drawings.pdf

PDF 21 MB Posted May 22, 2026

Attached to: Construct 145th Security Forces Building
Solicitation number: W50S87-26-B-A002
Issued by: Department of the Army North Carolina Army National Guard

About this file

Written by GovTribe AI · May 22, 2026

This file is a B-3 Submittal Final revision of construction drawings for a New Security Forces Building being constructed for the North Carolina Air National Guard 145th Airlift Wing in Charlotte, North Carolina. The drawings are prepared by AECOM Corporation and serve as architectural and engineering design documents for the project identified as FJRP229030 (ANG Project Number) and 60637899 (AECOM Project Number), dated 30 May 2025.

The document includes a comprehensive cover sheet, general notes, abbreviations legend, sheet index, code information, and accessibility standards diagrams. The project encompasses a multi-disciplinary design with architectural, structural, civil, mechanical, electrical, plumbing, fire protection, and telecommunications systems. Key design elements referenced include two floors, a roof structure, exterior elevations, interior details, and three optional line items: a pedestrian bridge, folding partitions in training rooms, and millwork lockers. The drawings comply with multiple standards including UFC (Unified Facilities Criteria), International Building Code (IBC) 2021, NFPA codes, and accessibility requirements. The facility is classified as Type IIB noncombustible construction with mixed-use occupancy (Business and Storage), requires an automatic sprinkler system and fire alarm detection, accommodates approximately 100 staff members, and includes 8 drinking fountains and 2 water coolers. Construction joints are located at exterior stairs and bridges. The document emphasizes that partial drawing sets are incomplete and should not be distributed, and that all dimensions must be field-verified before construction begins.

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Other files

File	Type	Posted
Bid Opening Sign-in Sheet.pdf	PDF	Aug 20, 2026
Construct Security Forces Bldg Abstract.pdf	PDF	Aug 20, 2026
Solicitation Amendment W50S8726BA0020006 SF 30.pdf	PDF	Jul 31, 2026
Attachment 15 - NC ANG SF_Addendum03_07-30-2026.pdf	PDF	Jul 31, 2026
Solicitation Amendment W50S8726BA0020005 SF 30.pdf	PDF	Jul 29, 2026
Attachment 14 - Questions and Answers - Final.pdf	PDF	Jul 29, 2026
Attachment 13 - NC ANG SF_Addendum02_07-10-2026.pdf	PDF	Jul 15, 2026
Solicitation Amendment W50S8726BA0020003 SF 30.pdf	PDF	Jul 15, 2026
Attachment 14 - Questions and Answers - Final.pdf	PDF	Jul 15, 2026
Solicitation Amendment W50S8726BA0020004 SF 30.pdf	PDF	Jul 15, 2026
Attachment 12 - NC ANG SF_Addendum01_07-01-2026.pdf	PDF	Jul 15, 2026
Solicitation Amendment W50S8726BA0020002 SF 30.pdf	PDF	Jul 1, 2026
Sign-in sheets.pdf	PDF	Jun 3, 2026
Site Visit Minutes FINAL (1).pdf	PDF	Jun 3, 2026
PreBidSlides_W50S87-26-B-A002 Construct SFS Building.pdf	PDF	Jun 3, 2026
Solicitation Amendment W50S8726BA0020001 SF 30.pdf	PDF	Jun 3, 2026
Attachment 11 - Submittal Register.pdf	PDF	Jun 3, 2026
Attachment 2 - FJRP229030 B-3 Rev Proj Spec Manual vol1.pdf	PDF	May 22, 2026
Attachment 8 - Brand name justification-Interior and exterior finishes.pdf	PDF	May 22, 2026
Solicitation - W50S8726BA002 Final 22 May 26.pdf	PDF	May 22, 2026
Attachment 1 - FJRP229030 - SOW CNS SFS Admin.pdf	PDF	May 22, 2026
Attachment 3 - FJRP229030 B-3 Rev Proj Spec Manual vol2.pdf	PDF	May 22, 2026
Attachment 7 - Limited Competition Justification Door Hardware - KO signed.pdf	PDF	May 22, 2026
Attachment 9 -Limited Competition Justification Monaco - KO signed.pdf	PDF	May 22, 2026
Attachment 5 Visitor Request Worksheet.pdf	PDF	May 22, 2026
Attachment 6 - Limited Competition Justification Alerton -KO signed.pdf	PDF	May 22, 2026
Attachment 10 - Wage Determination.pdf	PDF	May 22, 2026

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T h is d ra w in g h a s b e e n p re p a re d f o r th e u s e o f A

E C

O M

’s c lie n t a n d m a y n o t b e u s e d re p ro d u c e d o r re lie d u p o n b y th ir d p a rt ie s e xc e p t a s a g re e d b y A

E C

O M a n d i ts c lie n t, a s r e q u ir e d b y la w o r fo r u s e b y g o v e rn m e n ta l r e v ie w in g a g e n c ie s

A E

C O

M a c c e p ts n o r e s p o n s ib ili ty a n d d e n ie s a n y lia b ili ty w h a ts o e v e r, t o a n y p a rt y th a t m o d ifi e s t h is d ra w in g w ith o u t

A E

C O

M ’s e x p re s s w ri tt e n c o n s e n t.

D o n o t s c a le t h is d o c u m e n t.

A ll m e a s u re m e n ts m u s t b e o b ta in e d f ro m t h e s ta te d d im e n s io n s

CLIENT

ARCHITECT/DESIGNER

CONSULTANTS

REGISTRATION

ISSUE/REVISION

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

L a s t

P lo tt e d

F ile n a m e

Printed on ___% Post-Consumer Recycled Content Paper

A R

C H

P ro je c t

M a n a g e m e n t

In it ia ls

D e s ig n e r:

C h e c k e d

A p p ro v e d

B-3 SUBMITTAL - FINAL

KEY PLAN

PROJECT

M R

PAYNE BLVD.

CHARLOTTE, NORTH CAROLINA 28208

277 W NATIONWIDE BLVD

COLUMBUS, OH 43215

614-464-4500

FJRP229030

P -A

M E

U S

-S F

N C

A N

F -N

C A

N G

.r v t

COVER SHEET

G000

60637899

Y H

S W

M S

5/30/2025

AECOM

NEW SECURITY FORCES

BUILDING

NORTH CAROLINA AIR NATIONAL

GUARD - 145TH AIRLIFT WING

145th AIRLIFT WING

4930 MINUTEMAN WAY

CHARLOTTE, NORTH CAROLINA 28208

http://www.aecom.com

-G E

N E

R A

L -0

-G

-C

O V

E R

S H

E E

Optional Line Item (OLI):

#1 - Pedestrian Bridge #2 - Folding Partition in the Training Rooms #3 - Millwork Lockers

NORTH CAROLINA AIR NATIONAL GUARD

145TH FIGHTER WING

ANG PROJECT NUMBER: FJRP229030

AECOM PROJECT NUMBER: 60637899

B-3 SUBMITTAL - FINAL

30 MAY 2025

NEW SECURITY FORCES BUILDING

CHARLOTTE, NC

I/R DATE DESCRIPTION

1. THE CONSTRUCTION DRAWINGS ILLUSTRATE THE DESIGN INTENT

OF THE WORK. THEY INDICATE LOCATION, DIMENSIONS AND

TYPICAL DETAILS. THE ARCHITECTURAL DRAWINGS ARE PART OF

A LARGER SET OF DRAWINGS WHICH, WHEN COMPLETE, CONSIST

OF ALL DRAWINGS LISTED BY THE INDEX OF DRAWINGS AND THE

PROJECT SPECIFICATIONS. CONSEQUENTLY, THE WORK

DESCRIBED BY THE DRAWINGS OF ANY ONE DISCIPLINE MAY

AFFECT THE WORK DESCRIBED ON THE DRAWINGS OF ANOTHER

DISCIPLINE, AND MAY REQUIRE REFERENCE TO THE DRAWINGS

OF ANOTHER DISCIPLINE. THEREFORE, PARTIAL SETS OF

DRAWINGS ARE INCOMPLETE AND SHALL NOT BE DISTRIBUTED

OR UTILIZED BY ANYONE.

2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL

APPLICABLE STATE AND/OR LOCAL CODES, LAWS, AMENDMENTS,

ORDINANCES, INCLUDING ALL CODES LISTED IN THE APPLICABLE

CODES SECTION.

3. DO NOT SCALE DRAWINGS.

4. FIELD VERIFY ALL DIMENSIONS PRIOR TO START OF WORK.

5. CONTACT THE ARCHITECT FOR DETERMINING A REQUIRED

DIMENSION THAT CANNOT BE OBTAINED BASED ON DRAWING

INFORMATION, BEFORE PROCEEDING WITH THE WORK.

6. WHERE DISCREPANCIES OCCUR BETWEEN FLOOR PLANS,

DETAILS, AND LARGE SCALE PLANS, OR WHERE DISCREPANCIES

OCCUR BETWEEN ARCHITECTURAL DRAWINGS AND

ENGINEERING DRAWINGS, CONTACT THE ARCHITECT FOR

CLARIFICATION BEFORE PROCEEDING WITH THE WORK.

7. CONSTUCTION JOINTS ARE LOCATED AT THE EXTERIOR STAIR

AND BRIDGE. SEE DRAWINGS FOR MORE INFORMATION.

8. THE CONTRACTOR SHALL INSTALL OWNER FURNISHED

EQUIPMENT IDENTIFIED AS "GFCI" IN THE EQUIPMENT

SCHEDULES.

9. THE OWNER IS INSTALLING OWNER FURNISHED EQUIPMENT

IDENTIFIED AS "GFGI" IN THE EQUIPMENT SCHEDULES.

10. THE CONTRACTOR SHALL FURNISH AND INSTALL EQUIPMENT

IDENTIFIED AS "CFCI" IN THE EQUIPMENT SCHEDULES.

11. REFERENCE THE DRAWING SERIES LEGEND FOR INFORMATION

CONTAINED IN EACH ARCHITECTURAL DRAWING SERIES.

12. THE RELATIVE DESIGN REFERENCE ELEVATION OF +0'-0", AS

INDICATED ON THE DRAWINGS, CORRESPONDS TO THE FINISH

FLOOR ELEVATION OF THE FLOOR IN QUESTION.

GENERAL NOTES

SYMBOLOGY LEGEND

A101

SHEET NUMBER SEQUENCE

SHEET TYPE

DISCIPLINE

SHEET NUMBER

DRAWING TITLE

A-101 Scale: 1/8" = 1'-0"

FLOOR PLAN

DRAWING NUMBER

(LOCATION ON SHEET)

DRAWING TITLE

REFERENCING SHEET

NUMBER

DRAWING SCALE

ELEVATION REFERENCE

SHEET NUMBER

DETAIL NUMBER

DETAIL REFERENCE DETAIL CALLOUT REFERENCE

1A A-101

ARROW & TAIL INDICATE

DIRECTION OF VIEW

SHEET NUMBER

DETAIL NUMBER

REVISION IDENTIFICATION NORTH ARROW

SECTION REFERENCE

ARROW & TAIL INDICATE

DIRECTION OF VIEW

1A A-101

SHEET NUMBER

DETAIL NUMBER

1A A-101

DETAIL NUMBER

SHEET NUMBER

ROOM TAGS

ROOM NAME

PARTITION TAG

B3.#

DOOR TAG WINDOW TAG

CEILING TAG FINISH TAG

D101A

CEILING HEIGHT

CODED NOTE CENTERLINE

A-101

ARROW INDICATES

DIRECTION OF VIEW

WALL

FLOOR

CLG

BASE

10'-0"

PROJECT LOCATION

SITE FOR NEW SECURITY

FORCES BUILDING

T h is d ra w in g h a s b e e n p re p a re d f o r th e u s e o f A

E C

O M

’s c lie n t a n d m a y n o t b e u s e d re p ro d u c e d o r re lie d u p o n b y th ir d p a rt ie s e xc e p t a s a g re e d b y A

E C

O M a n d i ts c lie n t, a s r e q u ir e d b y la w o r fo r u s e b y g o v e rn m e n ta l r e v ie w in g a g e n c ie s

A E

C O

M a c c e p ts n o r e s p o n s ib ili ty a n d d e n ie s a n y lia b ili ty w h a ts o e v e r, t o a n y p a rt y th a t m o d ifi e s t h is d ra w in g w ith o u t

A E

C O

M ’s e x p re s s w ri tt e n c o n s e n t.

D o n o t s c a le t h is d o c u m e n t.

A ll m e a s u re m e n ts m u s t b e o b ta in e d f ro m t h e s ta te d d im e n s io n s

CLIENT

ARCHITECT/DESIGNER

CONSULTANTS

REGISTRATION

ISSUE/REVISION

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

L a s t

P lo tt e d

F ile n a m e

Printed on ___% Post-Consumer Recycled Content Paper

A R

C H

P ro je c t

M a n a g e m e n t

In it ia ls

D e s ig n e r:

C h e c k e d

A p p ro v e d

B-3 SUBMITTAL - FINAL

KEY PLAN

PROJECT

M R

PAYNE BLVD.

CHARLOTTE, NORTH CAROLINA 28208

277 W NATIONWIDE BLVD

COLUMBUS, OH 43215

614-464-4500

FJRP229030

P -A

M E

U S

-S F

N C

A N

F -N

C A

N G

.r v t

ABBREVIATIONS, LEGENDS, &

SHEET INDEX

G001

60637899

C h e c k e r

D e s ig n e r

A p p ro v e r

5/30/2025

AECOM

NEW SECURITY FORCES

BUILDING

NORTH CAROLINA AIR NATIONAL

GUARD - 145TH AIRLIFT WING

145th AIRLIFT WING

4930 MINUTEMAN WAY

CHARLOTTE, NORTH CAROLINA 28208

http://www.aecom.com

-G E

N E

R A

L -0

-G

-A B

B R

E V

L E

G E

N D

H E

E T

I N

D E

ABBREVIATIONS

S SOUTH

SB SCUPPER BOX

SBC SINK BASE CABINET

SC SEALED CONCRETE

SCHED SCHEDULE

SD SOAP DISPENSER

SDC SLIDING DOOR CABINET

SECT SECTION

SF SQUARE FOOT (FEET)

SHT SHEET

SI SQUARE INCH(ES)

SIM SIMILAR

SLD SOLID SURFACE

SLV SLEEVE

SOG SLAB ON GRADE

SPEC SPECIFICATION(S)

SPKR SPEAKER

SQ SQUARE

SS/EE SAFETY SHOWER / EMERGENCY EYEWASH

ST STL STAINLESS STEEL

STD STANDARD

STIFF STIFFEN(ER)

STL STEEL

STOR STORAGE

STRUCT STRUCTURE(AL)

SUSP SUSPENDED

SYM SYMMETRICAL

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T/ TOP OF

T/M TOP OF MULLION

TBD TO BE DETERMINED

TEMP TEMPERATURE

TERM TERMINATION

TLT TOILET

TPO THERMPLASTIC POLYOLEFIN

TPTN TOILET PARTITION

TV TELEVISION

TYP TYPICAL

UL UNDERWRITERS LABORATORY

UON UNLESS OTHERWISE NOTED

VCT VINYL COMPOSITE TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VNR VENEER

VPR VAPOR

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WL WIND LOAD

WP WALL PROTECTION

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

YD YARD

YR YEAR

ABBREVIATIONS

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GEN GENERAL

GFCI GOVERNMENT FURNISHED CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED GOVERNMENT INSTALLED

GLAZ GLAZING

GYP GYPSUM

GYP BD GYPSUM BOARD

HDR HEADER

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HPL HIGH PRESSURE LAMINATE

HR HOUR

HT HEIGHT

HVAC HEATING-VENTILATING-AIR CONDITIONING

ID INSIDE DIAMETER

IN INCH(ES)

INCL INCLUDE(ED)(ING)

INSUL INSULATED

INT INTERIOR

JAN JANITOR

JST JOIST

JT JOINT

KO KNOCKOUT

LAM LAMINATE(D)

LAV LAVATORY

LB POUND

LEVPL LEVELING PLATE

LF LINEAR FOOT (FEET)

LKR LOCKER

LL LIVE LOAD

LOC LOCATION

LONG LONGITUDINAL

LP LOW POINT

LTG LIGHTING

LVL LEVEL

LVR LOUVER

M METER (METRIC MEASURE)

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MC MICROWAVE CABINET

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MEZZ MEZZANINE

MF MOBILE DRAWER/FILE CABINET

MFR MANUFACTURER

MHO MAGNETIC HOLD OPEN

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MM MILLIMETER

MO MASONRY OPENING

MRT MOISTURE/MILDEW RESISTANT TREATED

MTL METAL

MTR METER (UTILITIES)

N NORTH

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

O/O OUT TO OUT

OC ON CENTER

OD OUTSIDE DIAMETER

OFC OPEN FACE CABINET

OFD OVERFLOW DRAIN

OHC OVERHEAD COILING DOOR

OHD OVERHEAD

OHS OPEN CABINET W/ HORIZONTAL SLOTS

OPNG OPENING

OPP OPPOSITE

OSC OPEN SINK CABINET

OVS OPEN CABINET W/ VERTICAL SLOTS

P/L PROPERTY LINE

PC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTIC

PLMB PLUMBING

PLSTR PLASTER

PLY PLYWOOD

PNL PANEL

POL POLISHED

PREFAB PREFABRICATED

PREFIN PREFINISHED

PROJ PROJECTION

PROP PROPERTY

PRTBD PARTICAL BOARD

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

PTN PARTITION (WALL)

PVC POLYVINYL CHLORIDE

PYC POLYURETHANE COATING

QT QUARRY TILE

QTY QUANTITY

R RISER

RAD RADIUS

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCING BAR

RECT RECTANGULAR

REF REFERENCE

REINF REINFORCE(ING)

REQ REQUIRE(D)

RESIN RESINOUS

REV REVISE (REVISION)

RM ROOM

RND ROUND

RO ROUGH OPENING

ABBREVIATIONS

AAF ABOVE ACCESS FLOOR

ABUT ABUTMENT

ACST ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADJ ADJACENT

ADJT ADJUST (ADJUSTABLE)

AF ACCESS FLOOR

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE (ANODIZED)

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

ATTEN ATTENUATION

AUX AUXILIARY

AWP ACOUSTICAL WALL PANEL

B/ BOTTOM OF

BD BOARD

BF BOTH FACES

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BOD BASIS OF DESIGN

BOT BOTTOM

BRDG BRIDGING

BRG BEARING

BRKT BRACKET

BSMT BASEMENT

BTWN /

B/N

BETWEEN

C/C CENTER TO CENTER

CAB CABINET

CERT CERTIFIED

CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CFOI CONTRACTOR FURNISHED OWNER INSTALLED

CG CORNER GUARD

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CM CENTIMETER

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CLEAN OUT

COL COLUMN

COMPR COMPRESSIBLE

CONC CONCRETE

CONN CONNECTOR

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPT CARPET TILE

CR CARD READER

CSK COUNTERSINK

CSWK CASEWORK

CT CERAMIC TILE

CTR CENTER

CW CURTAINWALL

DAT DATUM

DB DOOR BASE CABINET

DBL DOUBLE

DD DOOR/DRAWER BASE CABINET

DEG DEGREE

DEMO DEMOLITION

DET DETAIL

DFB DRAWER/FILE BASE CABINET

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIM DIMENSION

DISPEN DISPENSER

DKG DECKING

DL DEAD LOAD

DN DOWN

DO DOOR/OPEN BASE CABINET

DR DOOR

DS DOWN SPOUT

DW DISHWASHER

DWG DRAWING

DWR DRAWER

E EAST

EA EACH

EF EACH FACE

EHD ELECTRIC HAND DRYER

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

ENCL ENCLOSURE

ENG ENGINEER

EOD EDGE OF DECK

EOS EDGE OF SLAB

EPT EPOXY PAINT

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXG EXISTING

EXP EXPOSED

EXP STR EXPOSED TO STRUCTURE

EXT EXTERIOR

F FILLER PIECE (3/4" MIN - 2 1/2" MAX)

F/ FACE OF

F/F FACE TO FACE

F/M FACE OF MULLION

FACT FACTORY

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FIN FINISH

FIXT FIXTURE

FL FLOOR

FLUOR FLUORESCENT

FNDN FOUNDATION

FRP FIBERGLASS REINFORCED PLASTIC

FRT FIRE RESISTANT TREATED

FT FEET / FOOT

FTG FOOTING

FURN FURNITURE

FUT FUTURE

DRAWING INDEX

NUMBER NAME

FIRE PROTECTION

FA001 FIRE ALARM SYMBOLS, LEGEND, ABBREVIATIONS AND

NOTES

FA101 FIRST FLOOR PLAN - FIRE ALARM

FA201 SECOND FLOOR PLAN - FIRE ALARM

FA501 FIRE ALARM DETAILS

FA502 FIRE ALARM DETAILS

FA503 FIRE ALARM DETAILS

FX001 FIRE SUPPRESSION SYMBOLS, LEGEND, ABBREVIATIONS

AND NOTES

FX101 FIRST FLOOR PLAN - FIRE SUPPRESSION

FX201 SECOND FLOOR PLAN - FIRE SUPPRESSION

FX501 FIRE SUPPRESSION DETAILS

FX801 FIRE EXTINGUISHER LAYOUT

PLUMBING

P001 GENERAL INFO - PLUMBING

P100 UNDERGROUND PLUMBING PLAN

P101 FIRST FLOOR PLUMBING PLAN

P102 SECOND FLOOR PLUMBING PLAN

P103 ROOF PLUMBING PLAN

P301 PLUMBING ENLARGED PLANS

P601 PLUMBING DETAILS

P602 PLUMBING DETAILS

P701 PLUMBING SCHEDULES

P801 PLUMBING STACK DIAGRAM

P802 DOMESTIC RISER DIAGRAM

MECHANICAL

M001 GENERAL INFORMATION - HVAC

M002 HVAC ZONING PLANS

M101 FIRST FLOOR HVAC DUCTWORK PLAN

M102 SECOND FLOOR HVAC DUCTWORK PLAN

M401 HVAC SECTIONS

M601 HVAC DETAILS

M602 HVAC DETAILS

M701 HVAC SCHEDULES

M801 HVAC SEQUENCE OF OPERATIONS

M802 HVAC SEQUENCE OF OPERATIONS

ELECTRICAL

E001 ABBREVIATIONS, LEGENDS & GENERAL NOTES -

ELECTRICAL

E090 GROUNDING AND LIGHTNING PROTECTION PLANS

E100 ELECTRICAL SITE PLAN

E101 POWER PLAN - LEVEL 1

E102 POWER PLAN - LEVEL 2

E201 LIGHTING PLAN - LEVEL 1

E202 LIGHTING PLAN - LEVEL 2

E203 PHOTOMETRIC CALCULATIONS

E501 ELECTRICAL DETAILS

E502 ELECTRICAL DETAILS

E503 ELECTRICAL DETAILS

E601 ELECTRICAL ONE-LINE DIAGRAM

E701 ELECTRICAL SCHEDULES

E702 ELECTRICAL PANEL SCHEDULES

TELECOM

T001 TELECOMMUNICATIONS LEGEND. ABBREVIATIONS AND

SYMBOLS

T101 TELECOMMUNICATIONS FIRST FLOOR PLAN

T102 TELECOMMUNICATIONS SECOND FLOOR PLAN

T201 TELECOMMUNICATIONS SITE PLAN

T301 ENLARGED COMMUNICATIONS ROOM FLOOR PLAN

T501 TELECOMMUNICATIONS DETAILS

T502 TELECOMMUNICATIONS DETAILS

T601 TECHNOLOGY RISER DIAGRAMS

DRAWING INDEX

NUMBER NAME

GENERAL

G000 COVER SHEET

G001 ABBREVIATIONS, LEGENDS, & SHEET INDEX

G002 CODE INFORMATION

G101 LIFE-SAFETY PLANS

CIVIL

C001 DEMOLITION PLAN

C002 EROSION CONTROL PLAN

C003 SESC DETAILS

C101 SITE LAYOUT PLAN

C102 LANDSCAPE PLAN

C201 UTILITY PLAN

C301 GRADING AND DRAINAGE PLAN

C501 DETAILS

C502 DETAILS

STRUCTURE

S001 ABBREVIATIONS, LEGENDS, & SYMBOLS

S002 GENERAL NOTES

S003 GENERAL NOTES

S007 TYPICAL DETAILS

S008 TYPICAL DETAILS

S009 TYPICAL DETAILS

S010 TYPICAL DETAILS

S011 TYPICAL DETAILS

S101 STRUCTURAL FOUNDATION PLAN

S102 STRUCTURAL SECOND FLOOR FRAMING PLAN

S103 STRUCTURAL ROOF FRAMING PLAN

S200 STRUCTURAL ELEVATIONS

S201 STRUCTURAL ELEVATIONS

S300 STRUCTURAL DETAILS

S301 STRUCTURAL DETAILS

S302 STRUCTURAL DETAILS

S303 STRUCTURAL DETAILS

S304 STRUCTURAL DETAILS

S305 STRUCTURAL DETAILS

ARCHITECTURE

A101 FLOOR PLAN - LEVEL 1

A102 FLOOR PLAN - LEVEL 2

A103 ROOF PLAN

A150 REFLECTED CEILING PLAN - LEVEL 1

A151 REFLECTED CEILING PLAN - LEVEL 2

A200 EXTERIOR PERSPECTIVES

A201 EXTERIOR ELEVATIONS

A220 ENLARGED EXTERIOR ELEVATIONS

A240 CURTAINWALL / WINDOW ELEVATIONS

A300 BUILDING SECTIONS

A320 WALL SECTIONS

A321 WALL SECTIONS

A400 ENLARGED FLOOR PLANS

A420 ENLARGED REFLECTED CEILING PLANS

A500 EXTERIOR PLAN DETAILS

A501 EXTERIOR PLAN DETAILS

A502 EXTERIOR PLAN DETAILS

A520 EXTERIOR SECTION DETAILS

A521 EXTERIOR SECTION DETAILS

A530 ROOF DETAILS

A600 TYPICAL MOUNTING HEIGHTS

A601 INTERIOR ELEVATIONS

A602 INTERIOR ELEVATIONS

A610 SIGNAGE

A611 SIGNAGE

A630 INTERIOR CEILING DETAILS

A640 INTERIOR MILLWORK ELEVATIONS AND DETAILS

A670 PARTITION TYPE SCHEDULE, NOTES AND DETAILS

A680 DOOR SCHEDULE

A700 ENLARGED STAIR PLANS AND SECTIONS - STAIR 01

A701 ENLARGED ELEVATOR PLANS WALL SECTIONS - ELEV 01

A702 TYPICAL STAIR DETAILS

A800 FINISH LEGENDS AND SCHEDULES

A900 OLI #1 - PEDESTRIAN BRIDGE

UFC 3-120-10 Interior Design, with Change 2, 15 June 2021f.

UFC 3-301-01 Structural Engineering, 11 April 2023 g.

UFC 3-400-02 Engineering Weather Data, 20 September 2018 h.

UFC 3-401-01 Mechanical Engineering, with Change 1, 01 October i.

UFC 3-410-01 Heating, Ventilating, and Air Conditioning Systems, with Change 8 , 21 July 2021 j.

UFC 3-410-02 Direct Digital Control for HVAC and Other Building

Control Systems, with Change 2, 12 April 2021 k.

UFC 3-420-01 Plumbing Systems, 01 April 2021 l.

UFC 3-470-01 Utility Monitoring and Control Systems, 12 January m.

UFC 3-501-01 Electrical Engineering, with Change 1, 01 November n.

UFC 3-520-01 Interior Electrical Systems, with Change 2, 12 April o.

UFC 3-530-01 Interior and Exterior Lighting Systems, 09 February p.

UFC 3-550-01 Exterior Electrical Power Distribution, with Change

3, 01 November 2019 q.

UFC 3-575-01 Lightning and Static Electricity Protection Systems, 01 October 2021 r.

UFC 3-580-01 Telecommunications Building Cabling Systems

Planning and Design, with Change 1, 01 June 2016 s.

UFC 3-600-01 Fire Protection Engineering for Facilities, with

Change 6, 06 May 2021 t.

UFC 4-010-01 DoD Minimum Antiterrorism Standards for

Buildings, with Change 2, 30 July 2022 u.

UFC 4-021-01 Design and O&M: Mass Notification Systems, with

Change 1, January 2010

e. NFPA 70, National Electric Code, 2020 Edition

f. NFPA 72, National Fire Alarm and Signaling Code, 2022 Edition

g. NFPA 101, Life Safety Code, 2021 Edition

4 Architectural Barriers Act (ABA) Accessibility Standard for Department of Defense Facilities , 2015

1 Department of Defense – Unified Facilities Criteria (UFC) that directly relate to the project.

a. UFC 1-200-01 DoD Building Code, with Change 3, 26 February

b. UFC 1-200-02 High Performance and Sustainable Building

Requirements, with Change 2, 01 June 2022

c. UFC 3-101-01 Architecture, with Change 4, 08 January 2024

d. UFC 3-110-03 Roofing, with Change 5, 12 June 2020 w.

In addition to the “Core UFC” requirements, comply with other

UFC requirements as applicable to the system, structure, or facility type defined in the scope of the construction project

2 International Codes

a. International Building Code (IBC) – 2021 Edition

b. International Mechanical Code (IMC) – 2021 Edition

c. International Plumbing Code (IPC) – 2021 Edition

3 National Fire Protection Association – National Fire Codes

a. NFPA 1 , Fire Code, 2021 Edition

b. NFPA 10, Standard for Portable Fire Extinguishers, 2022 Edition

c. NFPA 13, Standard for the Installation of Sprinkler Systems, 2022

Edition

d. NFPA 24, Standard for the Installation of Private services Mains and Their Appurtenances, 2022 Edition

UFC 3-490-06 Elevators, with Change 1, 13 January 2021

UFC 3-490-06 Elevators, with change 1, 13 January 2021 x.

UFC 3-120-01 Design: Sign Standards, with Change 4, 1 February y.

h. NFPA 220, Standard on Types of Building Construction, 2021

Edition

VESTIBULES / TWO DOORS IN A SERIES

PROVIDE THIS ADDITIONAL

SPACE IF DOOR IS

EQUIPPED WITH BOTH A

LATCH AND A CLOSER

BOTH DOORS OPEN OUTDOORS IN SERIES

DOORS AT OPPOSITE WALLSDOORS AT ADJACENT WALLS

48" M

48" MIN.

CARPET PILE THICKNESS

1KNEE CLEARANCE

PLAN

CLEAR

FLOOR

SPACE

FLOOR/LEVEL CHANGES

SPACE ALLOWANCES

COUNTER

FINISHED

FLOOR

CHANGES IN LEVEL

CLEAR FLOOR SPACE REQUIREMENTSWHEELCHAIR TURNING SPACE

ADJUSTABLE

SHELVING

1'-9"

MAX.

FORWARD REACH MAXIMUM SIDE REACH

OVER AN OBSTRUCTION

HIGH AND LOW SIDE REACH HIGH AND LOW REACH

(ADJUSTABLE SHELVES)

MAXIMUM FRONT REACH

OVER AN OBSTRUCTION

ACCESSIBLE COUNTER

ELEVATION W/ PARALLEL

APPROACH

M A

2'-6"

Ø5'-0"

M A

"1 /4

A X

4'-0" 2'-6"

MIN.

2'-0"

MAX.

2'-0"

MAX.

M A

2'-6"

MIN.

10"

MAX.

M A

MIN.

3'-0"

M A

T O

M A

H O

O N

T A

F O

R R

E A

C H

20-25"

MAX.

48"

MIN.

25" MAX.

11"

MIN

MAX

MIN

M A

CLEAR WIDTH> 4"

4" MAX

W H

E N

H E

R T

H A

CANE RANGE

WALKING PARALLEL TO WALL WALKING PARALLEL TO WALL WALKING PERPENDICULAR TO WALL

W H

E N

O R

B E

L O

1' - 0" MAX

2' - 6" MIN

> 1' - 3"

2' - 6" MIN

FORWARD APPROACH SIDE APPROACH

5' - 0" MIN

36" MIN SECONDARY CORRIDOR

44" MIN EGRESS CORRIDOR

MINIMUM CLEAR WIDTH FOR TWO

WHEELCHAIRS

MINIMUM CLEAR WIDTH FOR SINGLE

WHEELCHAIR

5' - 0" MIN

3' - 0" MIN > 4' - 0" 3' - 0" MIN

90 DEGREE TURN

3' - 0" MIN3' - 0" MIN

180 DEGREE TURN

3' - 6" MIN

NOTE: DIMENSIONS SHOWN APPLY WHEN X < 48"

3' - 6" MIN X < 48"

180 DEGREE TURN

WHEELCHAIR TURNING DIAGRAM

Number of Employees Required

100 Staff Members Max 1 per 20 persons up to 100 5

Total Provided

Drinking Fountains Per UFC 403.1.3 Required

100 Staff Members Max 1 per 100 persons 1

Total Provided 2

Fire Rating of Exterior Walls IBC Table 601 0-HR / Bearing

Primary Structural Frame IBC Table 601 0-HR

Bearing Walls – Exterior IBC Table 601 0-HR

Bearing Wall – Interior IBC Table 601 0-HR

Non Bearing – Exterior IBC Table 705 0-HR > 30'

Non Bearing – Interior IBC Table 601 0-HR

Floor Construction IBC Table 601 0-HR

Roof Construction IBC Table 601 0-HR

Fire Separation Distance IBC Table 705 0-HR > 30'

Occupancy Separation IBC Section 508.3 Non- Separated Occupancies-B/S-1

IBC Table 508.4 No Separation Requirement

Vertical Separation of IBC Section 705.8.5 Not required w/ automatic sprinkler system

Openings in Exterior Wall NFPA N/A

Occupant Load NFPA 101 Table 7.3.1.2 Occupant Load Factors by use

UFC 3-600-1, Table 10-1 Supplemental Occupant Load Factors

Fire Protection Systems UFC 3-600-1, Section 9-7.2.1.2 Required

(A.S.S.)

Fire Alarm - IBC Section 907 UFC 3-600-1, Section 9-18 Required

Detection System NFPA 38.3.4.1

Corridor Fire NFPA 101, 38.3.6.1 Exception 3: 0-HR w/A.S.S.

Resistance Rating

Dead End Corridor NFPA 101, 38.2.5.2.1 50 FT w/A.S.S.

Minimum Number of NFPA 101, 38.2.4 1-500 Occupants-2 exits required

Means of egress from a (With exceptions for special conditions) room or area 1 in low hazard storage occupancies.

Minimum Corridor Width NFPA 101, 38.2.3.2 44 inches if serving occ. load > 50

Max. Exit Access NFPA 101, 38.2.6.3 300 FT w/A.S.S.

Travel Distance IBC Table 1017.2

Common Path of Travel NFPA 101, 38.2.5.3.1 100 FT w/A.S.S.

Min. Ceiling Height NFPA 101, 7.1.5 7’-6” min.

Means of Egress

Protection of Exits NFPA 101, 7.1.3.2.1 1-HR rated enclosure < 4 stories

NC ANG 145 NEW SECURITY FORCES BUILDING CHARLOTTE, NC

Code Item Code Reference Code Requirement

Use Group IBC Section 304 B, Business

(Non Separated Mixed Use) S-1, Moderate Hazard Storage

NFPA 101 Chapter 38, New Business Occupancies Chapter 42, Storage Occupancies (Ordinary Hazard)

Classification

Type of Construction IBC Table 601 & 705.5 IIB Noncombustible

NFPA 220 Table 4.1.1 Type II (000)

Protection of Vertical NFPA 101, 8.6.5(2) 1-HR fire barriers (<3 stories)

Openings

Protection from Hazards NFPA 101 Smoke Partition w/A.S.S /, Doors to be self closing

Plumbing Fixture Counts (Per UFC 3-420-01, change 12, 01 April 2021)

With Note D

Water Closet Allowances (From Table 403-1) Required

Number of Employees

100 Staff Members Max 1 per 20 persons up to 100 5

Total Provided 7, (with an additional (4) urinals)

Lavatory Allowances (From Table 403-2)

Allowable Height and Number of Stories

IBC Section 504

IBC Table 504.3 & 504.4 4 stories, 75 feet

Allowable Area IBC Section 506, 508.3.2 Building Type = SM

IBC Table 506.2 52,500SF/Floor (Non-Separated Mixed Use most stringent applies: based on S-1)

Actual Height and Area 2 stories, 32’-4” / 9,530 GSF

Fire Ratings

Fire Rating of Exterior Walls IBC Table 705.5 0-HR / Non Bearing

NFPA 220, Table 4.1.1

Service Sink Per UFC 403.1.3 Required

100 Staff Members Max 1 required 1

Total Provided 1

T h is d ra w in g h a s b e e n p re p a re d f o r th e u s e o f A

E C

O M

’s c lie n t a n d m a y n o t b e u s e d re p ro d u c e d o r re lie d u p o n b y th ir d p a rt ie s e xc e p t a s a g re e d b y A

E C

O M a n d i ts c lie n t, a s r e q u ir e d b y la w o r fo r u s e b y g o v e rn m e n ta l r e v ie w in g a g e n c ie s

A E

C O

M a c c e p ts n o r e s p o n s ib ili ty a n d d e n ie s a n y lia b ili ty w h a ts o e v e r, t o a n y p a rt y th a t m o d ifi e s t h is d ra w in g w ith o u t

A E

C O

M ’s e x p re s s w ri tt e n c o n s e n t.

D o n o t s c a le t h is d o c u m e n t.

A ll m e a s u re m e n ts m u s t b e o b ta in e d f ro m t h e s ta te d d im e n s io n s

CLIENT

ARCHITECT/DESIGNER

CONSULTANTS

REGISTRATION

ISSUE/REVISION

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

L a s t

P lo tt e d

F ile n a m e

Printed on ___% Post-Consumer Recycled Content Paper

A R

C H

P ro je c t

M a n a g e m e n t

In it ia ls

D e s ig n e r:

C h e c k e d

A p p ro v e d

B-3 SUBMITTAL - FINAL

KEY PLAN

PROJECT

M R

PAYNE BLVD.

CHARLOTTE, NORTH CAROLINA 28208

277 W NATIONWIDE BLVD

COLUMBUS, OH 43215

614-464-4500

FJRP229030

P -A

M E

U S

-S F

N C

A N

F -N

C A

N G

.r v t

CODE INFORMATION

G002

60637899

C h e c k e r

D e s ig n e r

A p p ro v e r

5/30/2025

AECOM

NEW SECURITY FORCES

BUILDING

NORTH CAROLINA AIR NATIONAL

GUARD - 145TH AIRLIFT WING

145th AIRLIFT WING

4930 MINUTEMAN WAY

CHARLOTTE, NORTH CAROLINA 28208

http://www.aecom.com

-G

E N

E R

A L -0

-G

-C

O D

E I

N F

O R

M A

Scale: 1/2" = 1'-0"

1 ABA DOOR CLEARANCES

Scale: 1/4" = 1'-0"

4 ABA REACH CLEARANCES

Scale: 1/4" = 1'-0"

3 ABA WALKING CLEARANCES

Scale: 1/2" = 1'-0"

2 ABA WHEELCHAIR CLEARANCES

A B B.4 B.7 B.8 C

3.7

BDOC

COMMUNICATIONS

ROOM

LOCKERS

WEAPONS

VAULT

CORR

WOMENS

MENS

TRAINING

102B

ACTIVE

TRAINING

102A

ID ENTRY

VEST

PASS ID

ELEC ROOM

PPE

STO/WEAPONS

CLEANING

MECH ROOM

BREAK

CORR

ELEVATOR

STAIR

HOUSE

KEEPING

EXIT

T R

A V

E L P

A T

H A

5.2

A.3

5.1

FEC

UNISEX

TOILET

115A

FEC

4.7

18017

A B B.4 B.7 B.8 C

3.7

FLIGHT

CHIEFS

VEST

QC/STAN/

EVAL/

TESTING

STAIR

ELEVATOR

PRINT/COPY/

ELEV.EQ.RM.

TRAINING

MANAGER

PROGRAM

MANAGER

HOTELING

STATION

SUPPLY

MOBILITY

MANAGEMENT

OPERATIONS

SUPERVISOR

CONF. ROOM

COMMANDER

SUPPORT

STAFF

HOTELING

STATIONS

COMMANDER

EXECUTIVE

OFFICER

FIRST

SERGEANT

SECURITY

MGR/INVEST

SECURITY

FORCES

MGR

HOTELING

STATIONS

UNISEX

TOILET

COFFEE

EXIT

T R

A V

E L P

A T

H B

5.2

A.3

5.1

FEC

4.7

CORR

FEC

LIFE SAFETY LEGEND

1 HR RATED BARRIER

FIRE PARTITIONS (IBC 708)

BASED ON 2021 IBC

1FP

FE FIRE EXTINGUISHER,

WALL MOUNTED BRACKET

FEC FIRE EXTINGUISHER CABINET

ACTUAL LOAD

ALLOWABLE CAPACITY

A-3 ASSEMBLY

B BUSINESS

S-1 STORAGE

OCCUPANCY LEGEND

T h is d ra w in g h a s b e e n p re p a re d f o r th e u s e o f A

E C

O M

’s c lie n t a n d m a y n o t b e u s e d re p ro d u c e d o r re lie d u p o n b y th ir d p a rt ie s e xc e p t a s a g re e d b y A

E C

O M a n d i ts c lie n t, a s r e q u ir e d b y la w o r fo r u s e b y g o v e rn m e n ta l r e v ie w in g a g e n c ie s

A E

C O

M a c c e p ts n o r e s p o n s ib ili ty a n d d e n ie s a n y lia b ili ty w h a ts o e v e r, t o a n y p a rt y th a t m o d ifi e s t h is d ra w in g w ith o u t

A E

C O

M ’s e x p re s s w ri tt e n c o n s e n t.

D o n o t s c a le t h is d o c u m e n t.

A ll m e a s u re m e n ts m u s t b e o b ta in e d f ro m t h e s ta te d d im e n s io n s

CLIENT

ARCHITECT/DESIGNER

CONSULTANTS

REGISTRATION

ISSUE/REVISION

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

L a s t

P lo tt e d

F ile n a m e

Printed on ___% Post-Consumer Recycled Content Paper

A R

C H

P ro je c t

M a n a g e m e n t

In it ia ls

D e s ig n e r:

C h e c k e d

A p p ro v e d

B-3 SUBMITTAL - FINAL

KEY PLAN

PROJECT

M R

PAYNE BLVD.

CHARLOTTE, NORTH CAROLINA 28208

277 W NATIONWIDE BLVD

COLUMBUS, OH 43215

614-464-4500

FJRP229030

P -A

M E

U S

-S F

N C

A N

F -N

C A

N G

.r v t

LIFE-SAFETY PLANS

G101

60637899

C h e c k e r

D e s ig n e r

A p p ro v e r

5/30/2025

AECOM

NEW SECURITY FORCES

BUILDING

NORTH CAROLINA AIR NATIONAL

GUARD - 145TH AIRLIFT WING

145th AIRLIFT WING

4930 MINUTEMAN WAY

CHARLOTTE, NORTH CAROLINA 28208

http://www.aecom.com

-G

E N

E R

A L -0

-G

-L

-S A

F E

T Y

P L A

N S

A201 Scale: 1/8" = 1'-0"

1 FIRST FLOOR - LIFE SAFETY PLAN

A201 Scale: 1/8" = 1'-0"

2 SECOND FLOOR - LIFE SAFETY PLAN

SECOND FLOOR OCCUPANCY TABLE

ROOM / SPACE OCCUPANT

LOAD

FACTOR

OCCUPANCY

COUNT USE TYPENUMBER NAME AREA

200 CONF. ROOM 309 SF 15 NET 21 ASSEMBLY

201 COMMANDER 130 SF 150 GROSS 1 BUSINESS

202 EXECUTIVE OFFICER 81 SF 150 GROSS 1 BUSINESS

203 FIRST SERGEANT 76 SF 150 GROSS 1 BUSINESS

204 SECURITY MGR/INVEST S2 78 SF 150 GROSS 1 BUSINESS

205 SECURITY FORCES MGR 78 SF 150 GROSS 1 BUSINESS

206 UNISEX TOILET 69 SF 150 GROSS 1 BUSINESS

207 COFFEE 26 SF 150 GROSS 1 BUSINESS

208 PRINT/COPY/ ELEV.EQ.RM. 49 SF 150 GROSS 1 BUSINESS

209 FLIGHT CHIEFS 191 SF 150 GROSS 2 BUSINESS

210 VEST 89 SF 150 GROSS 1 BUSINESS

211 QC/STAN/ EVAL/ TESTING 99 SF 150 GROSS 1 BUSINESS

213 COMMANDER SUPPORT STAFF 116 SF 150 GROSS 1 BUSINESS

214 HOTELING STATIONS 231 SF 150 GROSS 2 BUSINESS

215 HOTELING STATIONS 116 SF 150 GROSS 1 BUSINESS

216 SUPPLY MOBILITY MANAGEMENT 64 SF 150 GROSS 1 BUSINESS

217 OPERATIONS SUPERVISOR 67 SF 150 GROSS 1 BUSINESS

218 S5 66 SF 150 GROSS 1 BUSINESS

219 HOTELING STATION 68 SF 150 GROSS 1 BUSINESS

220 TRAINING MANAGER 79 SF 150 GROSS 1 BUSINESS

221 PROGRAM MANAGER 82 SF 150 GROSS 1 BUSINESS

222 CORR 1,052 SF 150 GROSS 8 BUSINESS

FIRST FLOOR OCCUPANCY TABLE

ROOM / SPACE OCCUPANT

LOAD

FACTOR

OCCUPANCY

COUNT USE TYPENUMBER NAME AREA

100 VEST 89 SF 150 GROSS 1 BUSINESS

101 ID ENTRY 202 SF 150 GROSS 2 BUSINESS

102A ACTIVE TRAINING 601 SF 15 NET 40 ASSEMBLY

102B TRAINING 589 SF 15 NET 40 ASSEMBLY

103 PASS ID 174 SF 150 GROSS 2 BUSINESS

104 PPE STO/WEAPONS CLEANING 132 SF 300 GROSS 1 STORAGE

105 ELEC ROOM 86 SF 300 GROSS 1 STORAGE

106 BREAK 96 SF 150 GROSS 1 BUSINESS

107 MECH ROOM 111 SF 300 GROSS 1 STORAGE

109 HOUSE KEEPING 51 SF 300 GROSS 1 STORAGE

110 MENS 307 SF 150 GROSS 3 BUSINESS

111 WOMENS 221 SF 150 GROSS 2 BUSINESS

112 WEAPONS VAULT 427 SF 300 GROSS 2 STORAGE

113 LOCKERS 145 SF 150 GROSS 1 BUSINESS

114 COMMUNICATIONS ROOM 142 SF 300 GROSS 1 STORAGE

115 BDOC 319 SF 150 GROSS 3 BUSINESS

115A UNISEX TOILET 65 SF 150 GROSS 1 BUSINESS

116 CORR 880 SF 150 GROSS 6 BUSINESS

P.O.T. GROUND FLOOR

DESCRIPTION DISTANCE

TRAVEL PATH A 117' - 0 101/256"

TRAVEL PATH B 94' - 10"

164 8268

SCALE: 1/8"=1'-0"

I/R DATE DESCRIPTION

TOTAL OCCUPANT LOAD ON THE SECOND FLOOR: 51

TOTAL OCCUPANT LOAD ON THE FIRST FLOOR: 109

REMOVE AND PATCH

CURB AND PAVEMENT

AS REQUIRED

CLIENT

CONSULTANT

CONSULTANTS

REGISTRATION

ISSUE/REVISION

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

La st

P lo tte d:

Fi le na m e:

Printed on ___% Post-Consumer Recycled Content Paper

H E

Pr oj ec t M an ag em en t I ni tia ls

D es ig ne r:

C he ck ed

Ap pr ov ed

KEY PLAN

PROJECT

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60637899

FJRP229030

G H

F M

C L

AECOM

NEW SECURITY FORCES

BUILDING

NORTH CAROLINA AIR NATIONAL

GUARD-145TH AIRLIFT WING

145th AIRLIFT WING

4930 MINUTEMAN WAY

CHARLOTTE, NORTH CAROLINA 28208

-A

R C

R E-

-B U

N S

I/R DATE DESCRIPTION

277 W NATIONWIDE BLVD

COLUMBUS, OHIO 43215

614-464-4500

PAYNE BLVD

CHARLOTTE, NORTH CAROLINA 28208

http://www.aecom.com

B-3 SUBMITTAL - FINAL05/30/25

DEMOLITION PLAN

C001

CODED NOTES

1. REMOVE CURB & GUTTER INCLUDING UNDERLYING BASE

2. FULL DEPTH ASPHALT PAVEMENT REMOVAL INCLUDING UNDERLYING BASE

3. CONCRETE SIDEWALK REMOVAL INCLUDING UNDERLYING BASE

4. REMOVE SANITARY SEWER MANHOLE

5. REMOVE SANITARY SEWER PIPE

6. SAWCUT PAVEMENT FULL DEPTH

7. REMOVE CONCRETE WINGWALL AS NEEDED TO INSTALL WATER MAIN

8. TEMPORARY PROTECT AND/OR PLUG EXISTING UTILITY LINE.

REMOVAL LEGEND

CURB AND GUTTER REMOVAL

SITE REMOVAL NOTES

1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY

DISCREPANCIES FOUND ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO

COMMENCEMENT OR CONTINUATION OF CONSTRUCTION ACTIVITIES.

2. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL

REGULATIONS (OSHA) SAFETY STANDARDS. IF REQUESTED BY THE INSPECTOR, THE

CONTRACTOR SHALL PROVIDE PROOF OF A PERMIT FROM SAID DIVISION.

3. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER AND/OR CONTRACTING OFFICER

REPRESENTATIVE 48 HOURS PRIOR TO COMMENCING CONSTRUCTION AND 24 HOURS IN

ADVANCE OF SPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE WORK. ALL

WORK SHALL BE PERFORMED DURING NORMAL WORKING HOURS. WHERE OVERTIME

INSPECTION IS NEEDED, SUBJECT TO THE AVAILABILITY OF AN INSPECTOR, AND

APPROVED BY THE ENGINEER, THE CONTRACTOR WILL BE BILLED FOR SAID INSPECTION

SERVICES AS PROVIDED IN THE MOST RECENTLY ADOPTED RESOLUTION WHICH

ESTABLISHES THE FEES FOR SUCH SERVICES.

4. UTILITY LOCATIONS AND DEPTHS SHOWN HEREON HAVE BEEN PLOTTED IN ACCORDANCE

WITH DATA FURNISHED BY THE UTILITY COMPANIES, THE MUNICIPALITIES, AND A SITE

SURVEY. ANY DISCREPANCIES DISCOVERED IN THE FIELD DURING CONSTRUCTION THAT

HAVE AN IMPACT ON THE DESIGN INTENT ARE TO BE BROUGHT TO THE ATTENTION OF THE

ENGINEER.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE

PROPERTY INSOFAR AS IT MAY BE AFFECTED BY THESE OPERATIONS. ALL COSTS FOR

PROTECTING, REMOVING, AND RESTORING EXISTING IMPROVEMENTS SHALL BE BORNE,

SOLELY, BY THE CONTRACTOR.

6. CONSTRUCTION WORK ZONE TRAFFIC SIGNS AND STRIPING SHALL BE FURNISHED,

INSTALLED, AND MAINTAINED IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCIES

HAVING JURISDICTION. A TRAFFIC CONTROL PLAN, PREPARED BY THE CONTRACTOR, MAY

BE REQUIRED BY THE CONTRACTING OFFICER AND/OR CONTRACTING OFFICER

REPRESENTATIVE. "CONSTRUCTION AHEAD" WARNING SIGNS ARE TO BE INSTALLED

ALONG ADJACENT DRIVEWAYS OR ROADS. FLASHERS WITH CAUTION TAPE ARE TO BE

INSTALLED WHERE ANY CONSTRUCTION ACTIVITY CROSSES A SIDEWALK OR

PEDESTRIANS PATH IN ACCORDANCE WITH THE SPECIFICATIONS AND ANY/ALL LOCAL

REGULATIONS.

7. NO STOPPING, PARKING, OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC

STREETS OR ANY DRIVEWAY.

8. CONTRACTOR SHALL CONTACT NC811 AT 1-800-632-4949, AT LEAST 3 WORKING DAYS

PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO SCHEDULE THE

MARKING OF EXISTING UTILITY LOCATIONS. CONTRACTOR RESPONSIBLE FOR LOCATE

PRIVATE UTILITIES LINES.

9. CONTRACTOR SHALL REMOVE, ABANDON IN PLACE, ADJUST OR RECONSTRUCT EXISTING

UNDERGROUND PUBLIC & PRIVATE INFRASTRUCTURE INCLUDING WATER MAIN, SANITARY

SEWER AND STORM SEWER WITHIN THE PROJECT AREA.

10. EXISTING BELOW GROUND UTILITIES TO REMAIN SHALL BE LOCATED BY THE

CONTRACTOR, INCLUDING HAND EXCAVATION AND OTHER MEANS NECESSARY, PRIOR TO

CONSTRUCTION.

11. UTILITY STRUCTURES WITHIN REMOVAL BOUNDARY TO REMAIN SHALL BE RAISED OR

LOWERED TO MATCH FINISHED GRADE. REFER TO SHEET C301 FOR GRADES. THIS

INCLUDES, BUT IS NOT LIMITED TO, SANITARY, STORM, WATER, ELECTRICAL, TELECOM

STRUCTURES, GATE VALVE BOXES, & HAND HOLES.

12. ELECTRICAL & TELECOM UTILITIES SERVICING ITEMS TO REMAIN SHALL BE FIELD VERIFIED

& RELOCATED, AS NECESSARY, PRIOR TO DEMOLITION SUCH THAT THE OWNER DOES NOT

EXPERIENCE ANY "OUTAGES" OR "FAILURES" WITH THEIR INTERNAL ELECTRICAL,

TELEPHONE, SECURITY OR COMPUTER SYSTEMS. DAMAGE TO ANY OF THESE

UNDERGROUND UTILITIES OR ELECTRICAL SYSTEMS SHALL RESULT IN THE CONTRACTOR

HAVING TO MAKE THE NECESSARY REPAIRS TO THE OWNER'S SATISFACTION & AT NO

COST TO THE OWNER.

13. COORDINATE ALL ELECTRICAL, GAS, AND TELECOM UTILITY REMOVAL/RELOCATION WITH

APPROPRIATE UTILITY COMPANY.

14. UNDERGROUND SERVICE UTILITIES SHOWN TO BE REMOVED SHALL BE DONE SO ENTIRELY

WITH THE REMAINING PORTIONS TO BE CAPPED/BULKHEADED (WHEN APPLICABLE) PER

CITY/MUNICIPAL/UTILITY COMPANY STANDARDS.

15. CONCRETE WALKS & CURB & GUTTER SHOWN TO BE REMOVED SHALL BE DONE SO TO

FULL DEPTH & SHALL BE SAWCUT AT THE NEAREST EXISTING JOINT.

16. CONCRETE & BITUMINOUS PAVEMENT AREAS SHOWN TO BE REMOVED SHALL BE DONE SO

TO FULL DEPTH & SHALL BE SAWCUT ALONG THE REMOVAL BOUNDARY UNLESS

OTHERWISE NOTED.

17. EXISTING TRAFFIC SIGNS ARE NOT TO BE REMOVED WITHOUT PRIOR NOTIFICATION AND

APPROVAL OF THE CONTRACTING OFFICER OR CONTRACTING OFFICER'S

REPRESENTATIVE. ANY SIGNS DAMAGED DURING CONSTRUCTION ACTIVITY SHALL BE

REPLACED TO THE GOVERNMENT'S SATISFACTION, AT THE CONTRACTOR'S EXPENSE.

18. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL MEASURES AND PEDESTRIAN DETOUR

SIGNAGE.

19. CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY SEWER BYPASS DURING REMOVAL

OF SANITARY SEWER AND CONSTRUCTION OF NEW SANITARY SEWER, SEE SANITARY

SEWER LAYOUT ON UTILITY PLAN SHEET.

Know what's below.

before you dig.Call

ASPHALT PAVEMENT REMOVAL

CONCRETE PAVEMENT REMOVAL

LIMITS OF DISTURBANCE

SANITARY SEWER REMOVAL

UNDERGROUND POWER REMOVAL, REFER TO ELECTRICAL PLANS

SANITARY MANHOLE REMOVAL

TRAILER RELOCATED BY OWNER

PRIOR TO CONSTRUCTION

REMOVE AND RELOCATE

UNDERGROUND ELECTRICAL

REFER TO ELECTRICAL PLANS

LAYDOWN AREA

05/30/2025

C W

IP INLET PROTECTIONIP INLET PROTECTION

CONCRETE WASHOUTCWO

SILT FENCE

STABILIZED CONSTRUCTION ENTRANCE

SEE DETAIL SHEET CE501

LIMITS OF DISTURBANCE

CLIENT

CONSULTANT

CONSULTANTS

REGISTRATION

ISSUE/REVISION

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

La st

P lo tte d:

Fi le na m e:

Printed on ___% Post-Consumer Recycled Content Paper

H E

Pr oj ec t M an ag em en t I ni tia ls

D es ig ne r:

C he ck ed

Ap pr ov ed

KEY PLAN

PROJECT

\u se rs \h er na nd ez ro dr ig ue zc \o ne dr iv e

- a ec om \g en er al

-s f n c an g

0_ ca d_ gi s\

0_ ca d\ ci vi l\c

-s he et s\ c0 e ro si on c on tro l pl an

.d w g

60637899

FJRP229030

G H

F M

C L

AECOM

NEW SECURITY FORCES

BUILDING

NORTH CAROLINA AIR NATIONAL

GUARD-145TH AIRLIFT WING

145th AIRLIFT WING

4930 MINUTEMAN WAY

CHARLOTTE, NORTH CAROLINA 28208

-A

R C

R E-

-B U

N S

I/R DATE DESCRIPTION

277 W NATIONWIDE BLVD

COLUMBUS, OHIO 43215

614-464-4500

PAYNE BLVD

CHARLOTTE, NORTH CAROLINA 28208

http://www.aecom.com

B-3 SUBMITTAL - FINAL05/30/25

EROSION CONTROL PLAN

C002

Know what's below.

before you dig.Call

PROPOSED SITE LEGEND

CODED NOTES

1. REFER TO DETAILS ON SHEETS C-003.

NOTE: CONTRACTOR IS TO SWEEP STREET IMMEDIATELY

SHOULD SEDIMENT FROM SITE BE TRACKED ONTO

STREET. PROVIDE CATCH BASIN INLET FILTERS AS

NECESSARY WITHIN STREET AND DOWNSTREAM OF SITE.

SITE LAYOUT NOTES

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE SOIL EROSION PERMIT FROM THE

PROPER GOVERNING AUTHORITY.

2. THE CONTRACTING OFFICER AND/OR CONTRACTING OFFICER REPRESENTATIVE SHALL

INSPECT THE SOIL EROSION/SEDIMENT CONTROL DEVICES ONCE EACH WEEK AND/OR

WITHIN 24 HOURS OF A PRECIPITATION EVENT WHICH RESULTS IN A STORM DISCHARGE

FROM THE SITE.

3. ALL DISTURBED NON-PAVEMENT AREAS MUST BE RESTORED WITH TOPSOIL, SEED,

FERTILIZER, AND MULCH UNLESS SODDED. (SEE LANDSCAPE PLAN)

4. ALL SLOPES STEEPER THAN 1V:4H SHALL USE AN EROSION CONTROL BLANKET ACCORDING

THE SLOPE. UNLESS INDICATED OTHERWISE ON PLANS.

5. SEEDING SHOULD BE PREPARED ACCORDING TO THE MANUFACTURER'S

RECOMMENDATIONS. THE CONTRACTOR / INSPECTOR SHALL INSPECT THE AREA AFTER

SEEDING IS COMPLETED. AREAS THAT ARE BARE OR NOT MULCHED PROPERLY WILL NEED

TO BE SPOT SEEDED AND/OR RE-MULCHED.

6. SILT FENCE SHOULD BE TRENCHED IN, BACKFILLED, AND STAPLED OR STAKED ACCORDING

TO THE MANUFACTURER'S SPECIFICATIONS. MAINTENANCE INCLUDES THE REMOVAL OF

BUILT-UP SEDIMENT WHEN THE SEDIMENT ACCUMULATES TO 1/3 TO 1/2 THE HEIGHT OF THE

FENCE. CONTRACTOR SHALL REMOVE, REPLACE, RETRENCH, OR REBACKFILL THE FENCE IF

IT FAILS. CONTRACTOR SHALL REINSTALL IF ANY PORTION OF THE FENCING IS DAMAGED BY

CONSTRUCTION MACHINERY.

7. INLET FILTERS SHALL BE SILT SACKS, DANDY BAGS, OR APPROVED EQUAL. INLET FILTERS

SHALL BE INSPECTED FOR BUILDUP OF SILT AND OTHER DEBRIS. THIS IS EVIDENT IF

STRUCTURE IS CAUSING FLOODING. MAINTENANCE SHALL CONSIST OF REMOVING OF

SEDIMENTS OR REPLACING FILTER AS NECESSARY.

8. SOIL EROSION CONTROL METHODS SHOWN ARE A GUIDELINE AND DO NOT RELIEVE THE

CONTRACTOR FROM ADDITIONAL METHODS THAT MAY BE REQUIRED BY THE SOIL EROSION

CONTROL PERMIT.

9. THE CONTRACTING OFFICER AND/OR CONTRACTING OFFICER REPRESENTATIVE WILL

ENGAGE A CERTIFIED STORM WATER OPERATOR IN ACCORDANCE WITH EPA PHASE II RULES

TO MEET REQUIREMENTS OF THE PERMIT. THIS OPERATOR WILL INSPECT THE JOB SITE AS

REQUIRED BY RULE, NOTIFY JOB SITE SUPERINTENDENT OF ANY DEFICIENCIES, AND ENTER

FINDINGS IN THE JOB SITE INSPECTION JOB BOOK.

10. TOTAL DISTURBED AREA = 0.68 ACRES.

CLIENT

CONSULTANT

CONSULTANTS

REGISTRATION

ISSUE/REVISION

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

La st

P lo tte d:

Fi le na m e:

Printed on ___% Post-Consumer Recycled Content Paper

H E

Pr oj ec t M an ag em en t I ni tia ls

D es ig ne r:

C he ck ed

Ap pr ov ed

KEY PLAN

PROJECT

\u se rs \h er na nd ez ro dr ig ue zc \o ne dr iv e

- a ec om \g en er al

-s f n c an g

0_ ca d_ gi s\

0_ ca d\ ci vi l\c

-s he et s\ c-se sc d et ai ls .d w g

60637899

FJRP229030

G H

F M

C L

AECOM

NEW SECURITY FORCES

BUILDING

NORTH CAROLINA AIR NATIONAL

GUARD-145TH AIRLIFT WING

145th AIRLIFT WING

4930 MINUTEMAN WAY

CHARLOTTE, NORTH CAROLINA 28208

-A

R C

R E-

-B U

N S

I/R DATE DESCRIPTION

277 W NATIONWIDE BLVD

COLUMBUS, OHIO 43215

614-464-4500

PAYNE BLVD

CHARLOTTE, NORTH CAROLINA 28208

http://www.aecom.com

B-3 SUBMITTAL - FINAL05/30/25

SESC DETAILS

C003

10.0'

6.0' 13.6'

5.0'

10.0'

22.3'

9.0' 8.0'

8.0' 8.0'

PROPOSED BUILDING

5,713 SF

FFE.: 711.75

1.8

55.20'

RADIO

TOWER

STAIRS FOOTPRINT

COCO

18.0'

71.2'

CLIENT

CONSULTANT

CONSULTANTS

REGISTRATION

ISSUE/REVISION

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

La st

P lo tte d:

Fi le na m e:

Printed on ___% Post-Consumer Recycled Content Paper

H E

Pr oj ec t M an ag em en t I ni tia ls

D es ig ne r:

C he ck ed

Ap pr ov ed

KEY PLAN

PROJECT

\u se rs \h er na nd ez ro dr ig ue zc \o ne dr iv e

- a ec om \g en er al

-s f n c an g

0_ ca d_ gi s\

0_ ca d\ ci vi l\c

-s he et s\ c1 s ite la yo ut p la n.

dw g

60637899

FJRP229030

G H

F M

C L

AECOM

NEW SECURITY FORCES

BUILDING

NORTH CAROLINA AIR NATIONAL

GUARD-145TH AIRLIFT WING

145th AIRLIFT WING

4930 MINUTEMAN WAY

CHARLOTTE, NORTH CAROLINA 28208

-A

R C

R E-

-B U

N S

I/R DATE DESCRIPTION

277 W NATIONWIDE BLVD

COLUMBUS, OHIO 43215

614-464-4500

PAYNE BLVD

CHARLOTTE, NORTH CAROLINA 28208

http://www.aecom.com

B-3 SUBMITTAL - FINAL05/30/25

SITE LAYOUT PLAN

C101

ASPHALT PAVEMENT

CONCRETE PAVEMENT

Know what's below.

before you dig.Call

PROPOSED SITE LEGEND

SITE LAYOUT NOTES

1. SEE ELECTRICAL PLANS FOR LOCATION AND DETAILS ON SITE LIGHTING & ELECTRICAL

FEATURES.

2. SEE ARCHITECTURAL PLANS FOR CONCRETE STOOP CONNECTION DETAILS.

3. SEE ARCHITECTURAL FOUNDATION PLAN FOR DETAILING OF BUILDING AND EXACT BUILDING

DIMENSIONS.

4. COORDINATE WITH IRRIGATION AND ELECTRICAL CONTRACTOR FOR SIZE AND PLACEMENT

OF ALL SLEEVES PRIOR TO PAVING, CONCRETE AND LANDSCAPE WORK.

5. CONCRETE GUTTER PAN SHALL TIP IN THE SAME DIRECTION AS THE ADJACENT PAVEMENT.

6. SMOOTH, GRADUAL FLOW LINE TRANSITIONS SHALL BE CONSTRUCTED BETWEEN

STANDARD GUTTER PAN AND INVERTED GUTTER PAN AND MAINTAIN DRAINAGE.

7. ALL DIMENSIONS SHOWN TO CONCRETE CURB & GUTTER ARE TO FRONT/FACE OF CURB

UNLESS NOTED OTHERWISE. BC = BACK OF CURB, FC = FACE OF CURB, EOP = EDGE OF

PAVEMENT

8. THE LAST THREE FEET OF ALL CURBS SHALL BE DUBBED DOWN UNLESS NOTED OTHERWISE.

9. ALL NCDOT REFERENCES ARE TO THE 2018 EDITION OF STANDARD SPECIFICATIONS FOR

ALL CURB/GUTTER, PAVEMENT, ETC. THE AUTHORITY HAVING JURISDICTION FOR ALL

CONSTRUCTION ON BASE IS THE CONTRACTING OFFICER OR CONTRACTING OFFICER'S

REPRESENTATIVE.

12. CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL SITE UTILITY CONNECTIONS AND

INSPECTIONS WITH THE PROPER JURISDICTION AND PAY ALL ASSOCIATED FEES.

13. THE CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING WATER,

SANITARY SEWER, AND STORM SEWER CROSSINGS AND CONNECTION POINTS PRIOR TO

CONSTRUCTION. CONTACT ENGINEER WITH ANY DISCREPANCIES.

14. ALL PAVEMENT MARKINGS SHALL BE 4" WIDE. STANDARD PARKING SPACES SHALL BE

MARKED IN WHITE AND BARRIER FREE SPACES IN BLUE. EACH BARRIER FREE SPACE SHALL

BE PROVIDED WITH A PAINTED PAVEMENT SYMBOL, A PRECAST CONCRETE BUMPER BLOCK,

AND A SIGN PER THE MANUAL OF UNIFORM TRAFFIC CONTROLS.

CATCH BASIN

SANITARY MANHOLE

STORM MANHOLE

CODED NOTES

1. CONCRETE TURNED DOWN SIDEWALK DETAIL #1C / C-501

2. SIDEWALK FLUSH TURN DOWN EDGE DETAIL #2C / C-501

3. BUILDING MOUNTED ACCESSIBLE PARKING SIGN DETAIL #1A / C-502

4. PREFABRICATED CAR PORT FOR TWO VEHICLES

5. PREFABRICATED PEDESTRIAN BRIDGE WITH EXTERIOR STAIRS, REFER TO STRUCTURAL PLANS

6. ROHN SSV SELF-SUPPORTING TOWER, SECTIONS 1WB AND 2W

AS BASIS OF DESIGN. FOUNDATIONS TO BE DESIGNED BY THE MANUFACTURER

AND COORDINATED WITH THE GEOTECHNICAL AND STRUCTURAL ENGINEER.

7. CONCRETE PAVEMENT STANDARD DUTY DETAIL #1D / C-501

8. CONCRETE SIDEWALK DETAIL #1A / C-501

9. ASPHALT PAVEMENT STANDARD DUTY DETAIL #1B / C-501

10. CONCRETE CURB. DETAIL #3D / C-501

11. CONCRETE WINGWALL, CAST IN PLACE (REPLACE IN KIND)

12. SIDEWALK CURB RAMP DETAIL #848.05 / C-501

13. CONCRETE CURB AND GUTTER DETAIL #2A / C-501

14. CONCRETE SPILLWAY DETAIL #4C / C-501

15. SEGMENTAL BLOCK RETAINING WALL WITH HANDRAIL OR EQUAL DETAIL #4A / C-502

16. CONCRETE STAIRS WITH HANDRAILS DETAIL #3C / C-501

17. ASPHALT PAVEMENT HEAVY DUTY DETAIL #2B / C-501

SIDEWALK CURB RAMP

CURB & GUTTER

BUILDING MOUNTED ACCESSIBLE PARKING SIGN

UTILITY SYSTEM INLINE CLEANOUT

LIMITS OF DISTURBANCE

CURB36.5'

LIMITS OF STORM SEWER INFILTRATION TRENCH

VEGETATED SWALE

LAYDOWN AREA

PROPOSED BUILDING

5,713 SF

FFE.: 711.75

1.8

55.20'

RADIO

TOWER

STAIRS FOOTPRINT

COCO

CLIENT

CONSULTANT

CONSULTANTS

REGISTRATION

ISSUE/REVISION

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

La st

P lo tte d:

Fi le na m e:

Printed on ___% Post-Consumer Recycled Content Paper

H E

Pr oj ec t M an ag em en t I ni tia ls

D es ig ne r:

C he ck ed

Ap pr ov ed

KEY PLAN

PROJECT

\u se rs \h er na nd ez ro dr ig ue zc \o ne dr iv e

- a ec om \g en er al

-s f n c an g

0_ ca d_ gi s\

0_ ca d\ ci vi l\c

-s he et s\ c1 la nd sc ap in g pl an

.d w g

60637899

FJRP229030

G H

F M

C L

AECOM

NEW SECURITY FORCES

BUILDING

NORTH CAROLINA AIR NATIONAL

GUARD-145TH AIRLIFT WING

145th AIRLIFT WING

4930 MINUTEMAN WAY

CHARLOTTE, NORTH CAROLINA 28208

-A

R C

R E-

-B U

N S

I/R DATE DESCRIPTION

277 W NATIONWIDE BLVD

COLUMBUS, OHIO 43215

614-464-4500

PAYNE BLVD

CHARLOTTE, NORTH CAROLINA 28208

http://www.aecom.com

B-3 SUBMITTAL - FINAL05/30/25

LANDSCAPING PLAN

C102

ASPHALT PAVEMENT

CONCRETE PAVEMENT

Know what's below.

before you dig.Call

PROPOSED SITE LEGEND

SURFACE STRUCTURES

SIDEWALK CURB RAMP

CURB & GUTTER

BUILDING MOUNTED ACCESSIBLE PARKING SIGN

LIMITS OF DISTURBANCE

CURB

VEGETATED SWALE

LAWN, 4" MIN. OF TOPSOIL

OSTRYA VIRGINIANA

LIRIOPE MUSCARI

SPOROBOLUS HETEROLEPIS

ELEC

5,713 SF

FFE.: 711.75

1.8

55.20'

GENERATOR

RADIO

TOWER

STAIRS FOOTPRINT

COCO

125' - 6" WATER MAIN

COMBINED FIRE &

DOMESTIC SERVICE

6" 90° BEND

CONNECT TO EXISTING SEWER

S1, 48" DIA DROP MANHOLE

RIM=716.50

INV N=714.69

INV N=710.67

INV E=710.57

S2, 48" DIA

RIM=714.00

8" INV W=709.40

8" INV S=709.30

CONNECT TO EXISTING SEWER

S3, 48" DIA

RIM=709.5

8" INV N=707.662

6" INV E=708.57 +/- (EXISTING)

8" INV SW=707.55

S4, 48" DIA

RIM=708.00

8" INV N= 706.00

8" INV NE=705.91

8" INV S=705.08

CORE AND CONNECT TO EX

MH 8" INV = 704.84

ADJUST RIM ELEVATION

PER DETAIL #4A / C-502

6" 45° BEND

12" X 6" TAPPING SLEEVE AND VALVE

SEE DETAIL #2A / C-502

BUILDING CONNECTION

SEE DETAIL #2C / C-502

UTILITY SYSTEM CLEANOUT

SEE DETAIL #2B / C-502

8" INV=709.50

COORDINATE W/ PLUMBING

17' - 6" SAN SWR @ 2.00%

SEWER PIPE DROP DETAIL #2C / C-502

12' - 8" SAN SWR @ 2.00%

58' - 8" SAN SWR @ 2.01%

8" S

W R

N SW

R @

%DOWNSPOUT CONNECTION

SEE DETAIL #3B / C-502

UTILITY SYSTEM CLEANOUT

SEE DETAIL #2B / C-502

COORDINATE W/ PLUMBING

2 EA - 4" CONDUIT SECURE TO BRIDGE OR

DIRECT BURIED AND CORE THROUGH RETAINING

WALL, COORDINATE BUILDING CONNECTION

LOCATION WITH COMMUNICATION PLANS

EX TOP OF BERM

17.7'

5.7'

REROUTE UNDERGROUND

ELECTRICAL SHOWN

SCHEMATICALLY

COORD WITH ELECTRICAL

REROUTE UNDERGROUND

ELECTRICAL SHOWN

SCHEMATICALLY

COORD WITH ELECTRICAL

PROTECT EX SANITARY

& UNDERGROUND POWER

DURING FOUNDATION

CONSTRUCTION

CLIENT

CONSULTANT

CONSULTANTS

REGISTRATION

ISSUE/REVISION

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

La st

P lo tte d:

Fi le na m e:

Printed on ___% Post-Consumer Recycled Content Paper

H E

Pr oj ec t M an ag em en t I ni tia ls

D es ig ne r:

C he ck ed

Ap pr ov ed

KEY PLAN

PROJECT

\u se rs \h er na nd ez ro dr ig ue zc \o ne dr iv e

- a ec om \g en er al

-s f n c an g

0_ ca d_ gi s\

0_ ca d\ ci vi l\c

-s he et s\ c2 u til ity p la n.

dw g

60637899

FJRP229030

G H

F M

C L

AECOM

NEW SECURITY FORCES

BUILDING

NORTH CAROLINA AIR NATIONAL

GUARD-145TH AIRLIFT WING

145th AIRLIFT WING

4930 MINUTEMAN WAY

CHARLOTTE, NORTH CAROLINA 28208

-A

R C

R E-

-B U

N S

I/R DATE DESCRIPTION

277 W NATIONWIDE BLVD

COLUMBUS, OHIO 43215

614-464-4500

PAYNE BLVD

CHARLOTTE, NORTH CAROLINA 28208

http://www.aecom.com

B-3 SUBMITTAL - FINAL05/30/25

UTILITY PLAN

C201

WATER LINE

SANITARY SEWER LINE

Know what's below.

before you dig.Call

PROPOSED UTILITY LEGEND

ELECTRIC LINE

SITE UTILITY NOTES

1. PRIOR TO PROCEEDING WITH UTILITY CONSTRUCTION, CONTRACTOR SHALL UNCOVER ALL

EXISTING UTILITIES TO REMAIN AND REPORT TOP OF PIPE ELEVATION TO OWNER AND

ENGINEER.

2. CONTRACTOR SHALL ADJUST ALL UNDERGROUND STRUCTURES AND CORRESPONDING

SURFACE FEATURES TO PROPOSED GRADES IN ACCORDANCE WITH THE SPECIFICATIONS.

3. COMMUNICATIONS & ELECTRICAL CONDUITS, PLACEMENT OF ELECTRICAL LIGHT POLES,

AND LOCATION OF COMMUNICATION & ELECTRICAL SURFACE FEATURES ARE SHOWN FOR

REFERENCE ONLY. CONTRACTOR SHALL COORDINATE THESE UTILITIES WITH ELECTRICAL

DRAWINGS.

4. CONTRACTOR SHALL COORDINATE PLACEMENT OF ALL ELECTRICAL/ COMMUNICATION AND

IRRIGATION CONDUITS & HAND HOLES AS SHOWN ON ELECTRICAL AND IRRIGATION

DRAWINGS.

5. CONTRACTOR SHALL REFER TO PLUMBING DRAWINGS FOR BUILDING CONNECTIONS.

6. ALL PERFORATED STORM PIPE, STORM UNDERDRAIN, BELL AND SPIGOT ENDS AS CALLED

OUT ON THE PLANS SHALL COMPLY WITH ASTM F2306 AND ASTM F2648.

7. ALL MANHOLE STRUCTURE JOINTS WITH PIPES SHALL HAVE MANHOLE WATERSTOP

CONSISTING OF A CONNECTOR CONFORMING TO ASTM C923.

8. ALL BUILDING FOOTING UNDERDRAINS SHALL BE RIGID, PERFORATED PVC PIPE.

9. MANHOLE NORTHING AND EASTING IDENTIFIES CENTERLINE OF PIPE AND MANHOLE

STRUCTURE. CONTRACTOR SHALL ASSURE THAT MANHOLES WITH ECCENTRIC CONES ARE

ADJUSTED AS NECESSARY TO ASSURE THAT THE CASTING IS INSTALLED PER PLAN.

10. FOR STORM CATCH BASINS (CB), REFER TO DETAILS 1A/C502.

11. FOR STORM MANHOLES (MH), REFER TO DETAIL 1B/C502.

12. STORM MANHOLE CASTINGS SHALL BE AS FOLLOWS:

- STORM MANHOLE CASTINGS AND COVERS SHALL BE EJIW #1040 WITH TYPE "A" SOLID

COVER LABELED "STORM".

- STORM CATCH BASIN CASTINGS AND GRATES IN 6" BARRIER CURB AND GUTTER

(PUBLIC STREETS) SHALL BE EJIW #7045 FRAME WITH TYPE M1 GRATE AND T1 BACK.

- STORM CATCH BASIN CASTINGS AND GRATES IN PAVED SUMP AREAS SHALL BE EJIW

#1040 WITH TYPE "M" FLAT GRATE LABELED "STORM".

- STORM CATCH BASIN CASTINGS AND GRATES IN LANDSCAPED SUMP AREAS SHALL

BE EJIW #1000 WITH TYPE "M" GRATE.

16. CONTRACTOR SHALL CLEAN ALL ON-SITE STORM DRAIN PIPE & BASINS PRIOR

TO CLOSE OF CONSTRUCTION WITHIN LIMITS OF DISTURBANCE.

17. FOR ALL WATERMAIN VALVES AND VALVE BOXES REFER TO DETAIL 2A/C502,

TYPICAL VALVE BOX INSTALLATION.

18. CONTRACTOR WILL FURNISH TAPPING SLEEVE , WITH A FULL-OPEN DOUBLE DISC GATE

TAPPING VALVE AND BOX. THE CONTRACTOR WILL INSTALL AND PRESSURE TEST THE

SLEEVE.

19. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER OR CONTRACTING

OFFICER'S REPRESENTATIVE PRIOR TO SHUT-DOWN OF ANY WATER LINE.

20. FOR ALL UTILITY CROSSING, 10 FEET OF NO JOINT IN ANY DIRECTION IS REQUIRED.

21. TRENCHING FOR PROPOSED UNDERGROUND UTILITIES SEE DETAILS 3C AND 3D ON SHEET

C-502.

STORM LINE (WITH 6" PERFORATED UNDERDRAIN UNDER PAVEMENT)

UTILITY CROSSING TABLE

VEGETATED SWALE

PROPOSED PIV

ELEC

5,713 SF

FFE.: 711.75

1.8

55.20'

GENERATOR

RADIO

TOWER

STAIRS FOOTPRINT

COCO

FLUSH CURB

MATCH EXISTING GRADE

8.3% 5.0%

1.9

7.0

3.7%

2.9%

2.3

7.7%

.0%

707707

712713714716

CB1

CONNECT TO EXISTING

SEE PROPOSED STORM STRUCTURE

TABLE FOR INFORMATION

SEE DETAIL #3A / C-502

CB3

SEE DETAIL #1B / C-502

CB4

SEE DETAIL #1B / C-502YD1YD2

YD3

CB2

SEE DETAIL #1B / C-502

FOUNDATION

DRAIN LEADER

6" INV = 707.75'

REFER TO PLUMBING PLANS

FOR CONTINUATION

CO1

ROOF DRAIN LEADER

6" INV = 707.75'

REFER TO PLUMBING PLANS

FOR CONTINUATION

INFILTRATION TRENCH

SEE DETAIL 3C / C502

6.1%

2.4%

8.3

711.25

711.55

711.68

711.67

710.80

706.75

707.59

710.63

709.61

710.79

711.75

709.17 708.67

706.56

710.46

710.55

711.68

711.59

711.70

711.65

711.64 711.31

71…

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File details come from the government source that posted it. Updated May 22, 2026.