Solicitation_Attachment_3_-_DRAWINGS_Vol1of4.pdf

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NORTH CAROLINA AIR NATIONAL GUARD

C-17 CORROSION CONTROL AND FUEL CELL HANGAR

145th AIRLIFT WING

CHARLOTTE-DOUGLAS IAP, NORTH CAROLINA

CONTRACT NO.: W9133L-15-D-0002

TASK ORDER NO.: D303

PN: FJRP159062

B-3 FINAL DESIGN SUBMISSION

17 AUGUST 2018

VOLUME 1 OF 4

GENERAL, LIFE SAFETY,

CIVIL, LANDSCAPE

DRAWING INDEX

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159062

145TH AIRLIFT WING

NORTH CAROLINA AIR NATIONAL GUARD

CHARLOTTE-DOUGLAS IAP, NORTH CAROLINA

SCALE

DESIGNED BY

REVIEWED BY

DATE

AE PROJ. NO.

DRAWN BY

SHEET

PROJECT NO.

NCANG CIVIL ENGINEERING

REVISIONS

INITIALDESCRIPTIONDATEREV

CHARLOTTE-DOUGLAS IAP CHARLOTTE, NORTH CAROLINA

F6W71900

C-17 CORROSION CONTROL & FUEL CELL HANGAR

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G-001

D. FLIPPEN

N. FREY

B. DYSON

GENERAL

DRAWING INDEX

ELECTRICAL

E-001 ELECTRICAL SYMBOL LEGEND, ABBREVIATIONS, AND GENERAL NOTES.

E-002 C-17 HANGAR AREA CLASSIFICATION PLAN

ED101 ELECTRICAL SITE DEMOLITION PLAN

ES101 C-17 HANGAR ELECTRICAL SITE PLAN

EL101 C-17 HANGAR LIGHTING PLAN - OVERALL

EL102 C-17 HANGAR PARTIAL LIGHTING PLAN - AREA A

EL103 C-17 HANGAR PARTIAL LIGHTING PLAN - AREA B AND C

EL104 C-17 HANGAR PARTIAL LIGHTING PLAN - AREA D

EL105 C-17 HANGAR PARTIAL LIGHTING PLAN - AREA E

EL106 C-17 HANGAR PARTIAL UPPER LEVEL LIGHTING PLAN - AREA D

EL107 C-17 HANGAR PARTIAL UPPER LEVEL LIGHTING PLAN - AREA E

EL108 C-17 HANGAR MECHANICAL PLATFORM LIGHTING PLAN - AREA A & C

EP101 C-17 HANGAR POWER PLAN - OVERALL

EP102 C-17 HANGAR PARTIAL POWER PLAN - AREA A

EP103 C-17 HANGAR PARTIAL POWER PLAN - AREA B AND C

EP104 C-17 HANGAR PARTIAL POWER PLAN - AREA D

EP105 C-17 HANGAR PARTIAL POWER PLAN - AREA E

EP106 C-17 HANGAR MECHANICAL PLATFORM POWER PLAN - AREA A & C

EP107 C-17 HANGAR PARTIAL ROOF POWER PLAN - AREA A

EP108 C-17 HANGAR PARTIAL ROOF POWER PLAN - AREA B

EG101 GROUNDING AND LIGHTNING PROTECTION PLAN

EG102 C-17 HANGAR AIRCRAFT GROUNDING PLAN - AREA D

EG103 C-17 HANGAR AIRCRAFT GROUNDING PLAN - AREA E

E-112 C-17 FIRE PUMP BUILDING - ELECTRICAL PLANS

E-401 C-17 HANGAR ENLARGED PLANS

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-504 ELECTRICAL DETAILS

E-601 C-17 HANGAR - ELECTRICAL SINGLE LINE DIAGRAM

E-602 C-17 HANGAR ELECTRICAL GROUNDING RISER DIAGRAM

E-701 LIGHTING FIXTURE SCHEDULE

E-702 FEEDER SCHEDULE

E-711 C-17 HANGAR PANEL SCHEDULES

E-712 C-17 HANGAR PANEL SCHEDULES

E-713 C-17 HANGAR PANEL SCHEDULES

E-801 MECHANICAL EQUIPMENT SCHEDULE

E-802 PLUMBING AND ELECTRICAL EQUIPMENT SCHEDULES

TELECOMMUNICATIONS & SECURITY

T-001 TELECOM SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

TS101 SITE PLAN

T-101 TELECOM OVERALL TELECOM PLAN

T-102 TELECOM C-17 HANGAR PARTIAL TELECOM PLAN-AREA A

T-103 TELECOM C-17 HANGAR PARTIAL TELECOM PLANS-AREA B AND C

T-104 TELECOM C-17 HANGAR PARTIAL FLOOR PLANS-MECHANICAL PLATFORMS

T-105 TELECOM C-17 HANGAR PARTIAL TELECOM PLAN-AREA D

T-106 TELECOM C-17 HANGAR PARTIAL TELECOM PLANS - AREA E

T-201 TELECOM RACK ELEVATIONS

T-202 CONDUIT ELEVATIONS

T-401 ENLARGED TELECOM PLANS

TS401 ENLARGED COMM HUT 72 PLAN AND DETAILS

T-501 TELECOM OUTLET DETAILS

T-502 TELECOM DETAILS

T-503 SECURITY DETAILS

T-504 TELECOM SITE DETAILS

T-601 TELECOM ONE-LINE DIAGRAMS

T-602 SECURITY ONE-LINE DIAGRAMS

MECHANICAL

M-001 HVAC GENERAL NOTES, LEGENDS, AND ABBREVIATIONS

M-101 C-17 HANGAR OVERALL HVAC PLAN

M-102 C-17 HANGAR PARTIAL HVAC PLAN - AREA A

M-103 C-17 HANGAR PARTIAL HVAC PLANS - AREAS B AND C

M-104 C-17 HANGAR PARTIAL HVAC PLAN - AREA D

M-105 C-17 HANGAR PARTIAL HVAC PLAN - AREA E

M-106 C-17 HANGAR MECHANICAL EQUIPMENT PLATFORMS HVAC PLANS

M-112 C-17 FIRE PUMP BUILDING HVAC PLAN

M-141 C-17 HANGAR HVAC ROOF PLAN

M-301 C-17 HANGAR HVAC SECTIONS

M-302 C-17 HANGAR HVAC SECTIONS

M-303 C-17 HANGAR HVAC SECTIONS

M-401 C-17 HANGAR HVAC ENLARGED PLANS

M-501 HVAC DETAILS

M-502 HVAC DETAILS

M-601 C-17 HANGAR HVAC SCHEDULES

M-602 C-17 HANGAR HVAC SCHEDULES

M-701 HVAC CONTROL DIAGRAMS

M-702 HVAC CONTROL DIAGRAMS

M-703 HVAC BAS POINT FUNCTION SCHEDULE

M-704 HVAC BAS POINT FUNCTION SCHEDULE

PLUMBING

P-001 PLUMBING GENERAL NOTES, LEGEND, AND ABBREVIATIONS

P-101 C-17 HANGAR OVERALL SANITARY PIPING PLAN

P-102 C-17 HANGAR PARTIAL SANITARY PIPING PLAN - AREA A

P-103 C-17 HANGAR PARTIAL SANITARY PIPING PLANS - AREAS B AND C

P-104 C-17 HANGAR PARTIAL SANITARY PIPING PLAN - AREA D

P-105 C-17 HANGAR PARTIAL SANITARY PIPING PLAN - AREA E

P-106 C-17 HANGAR MECHANICAL EQUIPMENT PLATFORM SANITARY PLANS

P-111 C-17 HANGAR OVERALL PLUMBING PIPING PLAN

P-112 C-17 HANGAR PARTIAL PLUMBING PIPING PLAN - AREA A

P-113 C-17 HANGAR PARTIAL PLUMBING PIPING PLAN - AREAS B AND C

P-114 C-17 HANGAR PARTIAL PLUMBING PIPING PLAN - AREA D

P-115 C-17 HANGAR PARTIAL PLUMBING PIPING PLAN - AREA E

P-116 C-17 HANGAR MECHANICAL EQUIPMENT PLATFORM PLUMBING PIPING PLAN

P-131 C-17 PUMP HOUSE SANITARY AND WATER PIPING PLAN

P-401 C-17 HANGAR ENLARGED PLANS

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-901 C-17 HANGAR SANITARY PIPING RISER DIAGRAM

P-902 C-17 HANGAR SANITARY PIPING RISER DIAGRAM AREAS C, D, E, A

P-903 C-17 HANGAR DOMESTIC WATER PIPING RISER DIAGRAM AREAS C, D, E

P-904 C-17 HANGAR DOMESTIC WATER PIPING RISER DIAGRAM AREAS A AND B

FIRE SUPPRESSION

FX-001 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

FX-100 OVERALL FIRE SUPPRESSION SITE PLAN

FX-101 C-17 HANGAR OVERALL FLOOR PLAN

FX-102 C-17 HANGAR PARTIAL FLOOR PLAN - AREA A

FX-103 C-17 HANGAR PARTIAL FLOOR PLAN - AREAS B AND C

FX-104 C-17 HANGAR PARTIAL FLOOR PLAN - AREA D

FX-105 C-17 HANGAR PARTIAL FLOOR PLAN - AREA E

FX-106 C-17 HANGAR FLOOR PLAN - MECHANICAL MEZZANINES

FX-112 C-17 FIRE PUMP BUILDING FLOOR PLAN AND SECTIONS

FX-113 C-17 FIRE PUMP BUILDING ISOMETRIC VIEWS

FX-501 DETAILS

FX-502 ENLARGED PLANS AND DETAILS

FIRE ALARM

FA-001 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

FA-101 C-17 HANGAR OVERALL FLOOR PLAN

FA-102 C-17 HANGAR PARTIAL FLOOR PLAN - AREA A

FA-103 C-17 HANGAR PARTIAL FLOOR PLAN - AREAS B AND C

FA-104 C-17 HANGAR PARTIAL FLOOR PLAN - AREA D

FA-105 C-17 HANGAR PARTIAL FLOOR PLAN - AREA E

FA-106 C-17 HANGAR FLOOR PLAN - MECHANICAL MEZZANINES AND FIRE PUMP BUILDING

FA-501 DETAILS AND RISER DIAGRAM

FA-502 HANGAR MATRICES OF OPERATION

ARCHITECTURAL

A-001 GENERAL NOTES

A-101 C-17 HANGAR OVERALL FLOOR PLAN

A-102 C-17 HANGAR PARTIAL FLOOR PLAN - AREA A

A-102A C-17 HANGAR PARTIAL FLOOR PLAN - OPTIONAL LINE ITEMS

A-103 C-17 HANGAR PARTIAL FLOOR PLANS - AREAS B AND C

A-104 C-17 HANGER PARTIAL FLOOR PLAN - AREA D

A-105 C-17 HANGAR PARTIAL FLOOR PLAN - AREA E

A-106 C-17 HANGAR MECHANICAL EQUIPMENT PLATFORM PLANS

A-112 FIRE PUMP BUILDING

A-121 C-17 HANGAR OVERALL REFLECTED CEILING PLAN

A-122 C-17 HANGAR PARTIAL REFLECTED CEILING PLAN - AREA A

A-123 C-17 HANGAR PARTIAL REFLECTED CEILING PLANS - AREAS B AND C

A-124 C-17 HANGAR PARTIAL REFLECTED CEILING PLAN - AREA D

A-125 C-17 HANGAR PARTIAL REFLECTED CEILING PLAN - AREA E

A-126 C-17 HANGAR PARTIAL REFLECTED CEILING PLANS - AREAS A AND C

A-141 C-17 HANGAR OVERALL ROOF PLAN

A-142 C-17 HANGAR PARTIAL ROOF PLAN - AREA A

A-143 C-17 HANGAR PARTIAL ROOF PLAN - AREA B

A-201 C-17 HANGAR EXTERIOR ELEVATIONS

A-202 C-17 HANGAR EXTERIOR ELEVATIONS

A-203 C-17 HANGAR PARTIAL EXTERIOR ELEVATIONS

A-301 C-17 HANGAR BUILDING SECTIONS

A-401 C-17 HANGAR ENLARGED PLANS AND INTERIOR ELEVATIONS

A-402 C-17 HANGAR ENLARGED PLANS AND INTERIOR ELEVATIONS

A-403 C-17 HANGAR ENLARGED SECTIONS AND INTERIOR ELEVATIONS

A-421 C-17 HANGAR ENLARGED STAIR PLANS AND SECTIONS

A-422 C-17 HANGAR ENLARGED STAIR PLANS AND SECTIONS

A-423 C-17 HANGAR LADDER DETAILS

A-451 C-17 HANGAR STAIR DETAILS

A-501 C-17 HANGAR EXTERIOR WALL SECTIONS

A-502 C-17 HANGAR EXTERIOR WALL SECTIONS

A-503 C-17 HANGAR EXTERIOR WALL SECTIONS

A-511 EXTERIOR WALL DETAILS

A-512 EXTERIOR WALL DETAILS

A-521 ENLARGED PLAN DETAILS

A-522 ENLARGED PLAN DETAILS

A-531 EXTERIOR DETAILS

A-532 EXTERIOR DETAILS

A-533 EXTERIOR DETAILS

A-534 EXTERIOR DETAILS

A-571 INTERIOR DETAILS

A-572 INTERIOR DETAILS

A-573 INTERIOR DETAILS

A-601 MATERIAL LEGEND

A-602 C-17 HANGAR ROOM FINISH SCHEDULES

A-604 C-17 HANGAR AND FIRE PUMP BUILDING DOOR SCHEDULE

A-606 WINDOW TYPES

A-607 STRUCTURED POLYCARBONTE WALL PANEL TYPES

A-701 PARTITION TYPES

A-702 DOOR DETAILS

A-703 DOOR DETAILS

A-704 HANGAR DOOR ELEVATIONS AND DETAILS

A-705 STOREFRONT AND CURTAINWALL DETAILS

A-706 LOUVER TYPES AND DETAILS

A-711 TYPICAL PARTITION DETAILS

EQUIPMENT

Q-101 C-17 HANGAR OVERALL EQUIPMENT PLAN

Q-102 C-17 HANGAR PARTIAL EQUIPMENT AND ROOF PLANS - AREAS A AND B

Q-301 C-17 HANGAR BUILDING SECTIONS

Q-601 C-17 HANGAR EQUIPMENT SCHEDULE

GENERAL

G-000 COVER

G-001 DRAWING INDEX

G-002 NOTES, ABBREVIATIONS, AND SYMBOLS

LIFE SAFETY

LS-001 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

LS-002 CODE COMPLIANCE SITE PLAN

LS-101 C-17 HANGAR OVERALL FLOOR PLAN

CIVIL

C-001 NOTES, LEGENDS & ABBREVIATIONS

C-002 CONSTRUCTION PLAN

C-101 EXISTING CONDITIONS PLAN

CD-101 SITE DEMOLITION PLAN

CS-100 OVERALL SITE LAYOUT PLAN

CS-101 SITE LAYOUT PLAN

CS-102 JOINT LAYOUT PLAN

CS-401 ENLARGED SITE LAYOUT PLAN

CG-101 SITE GRADING & DRAINAGE PLAN

CG-111 EROSION & SEDIMENT CONTROL PLAN - PHASE I

CG-121 EROSION & SEDIMENT CONTROL PLAN - PHASE II

CG-501 EROSION & SEDIMENT CONTROL NOTES AND DETAILS

CG-502 EROSION & SEDIMENT CONTROL NOTES AND DETAILS

CU-101 SITE UTILITY PLAN

CU-201 UTILITY PROFILES

CU-202 UTILITY PROFILES

CU-203 UTILITY PROFILES

CU-204 UTILITY PROFILES

CU-205 UTILITY PROFILES

CU-401 UTILITY PROFILES

C-501 CONSTRUCTION DETAILS

C-502 CONSTRUCTION DETAILS

C-503 CONSTRUCTION DETAILS

C-504 CONSTRUCTION DETAILS

C-505 CONSTRUCTION DETAILS

C-506 CONSTRUCTION DETAILS

LANDSCAPE

L-101 LANDSCAPE PLANS

L-500 LANDSCAPE DETAILS

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-002 WIND LOAD DIAGRAMS & ABBREVIATIONS

S-101 C-17 HANGAR OVERALL FOUNDATION PLAN

S-102 C-17 HANGAR PARTIAL FOUNDATION PLAN - AREA A

S-103 C-17 HANGAR PARTIAL FOUNDATION PLAN - AREAS B AND C

S-104 C-17 HANGAR PARTIAL FOUNDATION PLAN - AREA D

S-105 C-17 HANGAR PARTIAL FOUNDATION PLAN - AREA E

S-112 C-17 FIRE PUMP HOUSE PLANS AND ELEVATIONS

S-121 C-17 HANGAR - OVERALL FRAMING PLAN - EQUIPMENT PLATFORM & LOW ROOF

S-122 C-17 HANGAR - PARTIAL FRAMING PLAN - EQUIPMENT PLATFORM & LOW ROOF - AREA A

S-123 C-17 HANGAR - PARTIAL FRAMING PLANS - EQUIPMENT PLATFORM & LOW ROOF - AREAS B & C

S-141 C-17 HANGAR - OVERALL FRAMING PLAN - UPPER EQUIPMENT PLATFORM & MID-ROOF BOTTOM

CHORD LEVEL

S-142 C-17 HANGAR - PARTIAL FRAMING PLANS - EQUIPMENT PLATFORMS - AREAS A AND C

S-143 C-17 HANGAR - PARTIAL FRAMING PLAN - MID-ROOF BOTTOM CHORD LEVEL - AREA D

S-151 C-17 HANGAR - OVERALL FRAMING PLAN - MID-ROOF & UPPER ROOF BOTTOM CHORD LEVEL

S-152 C-17 HANGAR PARTIAL FRAMING PLAN - MID-ROOF LEVEL - AREA D

S-153 C-17 HANGAR PARTIAL FRAMING PLAN UPPER ROOF BOTTOM CHORD LEVEL - AREA E

S-161 C-17 HANGAR UPPER ROOF FRAMING PLAN

S-201 C-17 HANGAR BRACED FRAME AND GIRT ELEVATIONS

S-202 C-17 HANGAR BRACED FRAME AND GIRT ELEVATIONS

S-203 C-17 HANGAR BRACED FRAME AND GIRT ELEVATIONS

S-204 C-17 HANGAR BRACED FRAME AND GIRT ELEVATIONS

S-205 C-17 HANGAR BRACED FRAME AND GIRT ELEVATIONS

S-206 C-17 HANGAR TRUSS ELEVATIONS

S-207 C-17 HANGAR TRUSS ELEVATIONS

S-208 C-17 HANGAR TRUSS ELEVATIONS

S-209 C-17 HANGAR CMU WALL ELEVATIONS

S-210 C-17 HANGAR CMU WALL ELEVATIONS

S-211 C-17 HANGAR CMU WALL ELEVATIONS

S-212 C-17 HANGAR CMU WALL ELEVATIONS

S-421 STAIR FRAMING PLANS AND SECTIONS

S-422 STAIR FRAMING PLANS AND SECTIONS

S-501 TYPICAL DETAILS

S-502 TYPICAL DETAILS

S-503 TYPICAL DETAILS

S-504 TYPICAL DETAILS

S-505 TYPICAL DETAILS

S-506 TYPICAL DETAILS

S-510 SECTIONS & DETAILS

S-511 SECTIONS & DETAILS

S-512 SECTIONS & DETAILS

S-520 SECTIONS & DETAILS

S-521 SECTIONS & DETAILS

S-522 SECTIONS & DETAILS

S-523 SECTIONS & DETAILS

S-526 SECTIONS & DETAILS

S-527 SECTIONS & DETAILS

GENERAL SYMBOLS

MATCH LINE

KEYED NOTE

DOOR TAG

PARTITION TYPE TAG

(FIRST DIGIT INDICATES HOURLY FIRE RATING)

ELEVATION TARGET

NORTH ARROW

REVISION CLOUD

REVISION DESIGNATION TAG

WINDOW / LOUVER TYPE TAG

COLUMN REFERENCE

BREAK LINE

INDICATES PLAN NORTH

INTERIOR ELEVATION DESIGNATION

EXTERIOR ELEVATION DESIGNATION

SECTION / DETAIL DESIGNATION

DETAIL DESIGNATION

DRAWING /DETAIL LOCATION DESIGNATION

DRAWING/DETAIL TITLE

DRAWING NUMBER DESIGNATION

WHERE FIRST REFERENCED

DRAWING/DETAIL LIMITS

DRAWING / DETAIL LOCATION

DESIGNATION

DRAWING NUMBER DESIGNATION

WHERE FIRST REFERENCED

DRAWING / DETAIL LOCATION DESIGNATION

DRAWING NUMBER DESIGNATION WHERE SHOWN

DRAWING/DETAIL LOCATION DESIGNATION

DRAWING NUMBER DESIGNATION WHERE SHOWN

DRAWING NUMBER DESIGNATION WHERE SHOWN

DRAWING/DETAIL LOCATION DESIGNATION

DRAWING SCALE

ROOM TAG

GLASS TAGG1

A1

A-100

A1

A-100

A1

A-200

A1A-400

W1

N

1A

MATCH LINE

A1 / A-101

A1

DRAWING NAME

1/8" = 1'-0"

A-123

DRAWING DESIGNATION

ROOM NAME

ROOM NUMBER

ROOM NAME

ELEMENT ELEVATED

EL:XX' - XX"

PROJECT GENERAL NOTES

1. THIS DRAWING HAS GENERAL INFORMATION, NOT ALL MAY APPLY TO THIS PROJECT.

2. THE "OWNER" IS THE NORTH CAROLINA AIR NATIONAL GUARD. THE "ARCHITECT/ENGINEER" IS

JACOBS.

3. IF, AT ANY TIME, THE CONTRACTOR DISCOVERS A CONDITION WHICH CONFLICTS WITH THE

DRAWINGS AND/OR SPECIFICATION OR IF THE CONTRACTOR DISCOVERS AN UNCLEAR OR

MISLEADING DIRECTIVE GIVEN IN THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL

BRING THE ISSUE IMMEDIATELY TO THE ATTENTION OF THE COR.

4. DO NOT SCALE THE DRAWINGS - FOLLOW WRITTEN DIMENSIONS ONLY.

5. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO FABRICATION AND/OR

CONSTRUCTION.

6. ALL WORK INDICATED ON THE DRAWINGS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR

UNLESS OTHERWISE NOTED.

7. KEYED NOTES LISTED ON DRAWINGS REFER ONLY TO THOSE KEYED NOTE SYMBOLS ASSOCIATED

WITH THE PARTICULAR DRAWING WHERE THE KEYED NOTES ARE LISTED.

8. RESPECTIVE PLUMBING, MECHANICAL, ELECTRICAL AND FIRE PROTECTION SUBCONTRACTORS

SHALL PROVIDE GENERAL CONTRACTOR WITH ALL REQUIRED ACCESS PANELS FOR GENERAL

CONTRACTOR TO INSTALL IN THE BUILDING.

9. ALL EXPOSED STEEL SHALL BE PAINTED UNLESS OTHERWISE NOTED.

10. THERE ARE NO ASBESTOS CONTAINING MATERIALS SPECIFIED AND THEY SHALL NOT BE USED ON

THIS PROJECT.

11. COORDINATE THE WORK OF ALL TRADES AND CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE COR AND SHALL BE RESOLVED BEFORE PROCEEDING WITH

THE WORK.

12. THE STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, FIRE ALARM, ELECTRICAL, TELECOMMUNICATIONS, EQUIPMENT AND SECURITY DRAWINGS, ARE SUPPLEMENTARY TO THE

ARCHITECTURAL DRAWINGS. IF A DISCREPANCY EXISTS BETWEEN THE ARCHITECTURAL DRAWINGS AND ENGINEER'S DRAWINGS, SUCH DISCREPANCY SHALL BE BROUGHT TO THE COR'S ATTENTION IN WRITING PRIOR TO INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE

ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT CONTRACTOR'S

EXPENSE.

13. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR

DETAILS SHALL BE USED SUBJECT TO REVIEW BY THE ARCHITECT.

14. REFER TO FIRE SUPPRESSION AND ALARM DRAWINGS AND ELECTRICAL DRAWINGS FOR LOCATIONS

OF FIRE ALARM HORNS/STROBES, EXIT SIGNS, AND EMERGENCY LIGHTING.

15. RUBBER-TIRED EQUIPMENT SHALL BE USED FOR TRANSPORTING MATERIALS AND EQUIPMENT ON PAVED SURFACES AND WITHIN THE BUILDING. VEHICLES MOVING ON FLOOR SLABS SHALL HAVE TIRE

BOOTS. DUCT TAPE ON TIRES IS NOT ALLOWED.

16. EXPOSED CONCRETE FLOORS SHALL BE PROTECTED DURING CONSTRUCTION AND SHALL BE FREE OF ALL CONSTRUCTION MARKERS, STAINS, PAINTS, OIL, OR OTHER DEFECTS. PATCH, IF REQUIRED, PRIOR TO HARDENING AND SEALING.

17. CONFINE EQUIPMENT, STORAGE OF MATERIALS, AND OPERATIONS OF WORKERS TO LIMITS

INDICATED AND AS DIRECTED.

18. ALL TRUCKS HAULING DEBRIS FROM THE PROJECT SITE OR MATERIAL TO THE PROJECT SHALL BE

EQUIPPED WITH THE MEANS TO COVER LOADS AND WITH WATERPROOF TAILGATES WHICH SHUT

TIGHTLY AND DO NOT PERMIT THE DEBRIS TO SPILL FROM THE TAILGATE AREA. TRUCK BEDS SHALL BE SWEPT CLEAN AT THE TAILGATE BEFORE LEAVING FROM THE WORK AREA. SIDEBOARDS SHALL BE KEPT IN GOOD REPAIR. UNDER NO CIRCUMSTANCES WILL TRUCKS BE PERMITTED TO BE LOADED

GREATER THAN THE LEGAL LIMIT OR HIGHER THAN THE SIDEBOARDS.

19. OWNER WILL MAKE USE OF THE AREAS IN AND SURROUNDING THE CONSTRUCTION AREAS. EVERY EFFORT SHALL BE MADE TO MINIMIZE THE DISTURBANCE TO EMPLOYEES, PATRONS, AND TENANTS.

20. MANUFACTURER'S NAME AND/OR MODEL NUMBERS ARE BEING UTILIZED FOR BASIS OF DESIGN ONLY.

THE SPECIFICATION OUTLINES THE SPECIFIC CRITERIA FOR THE EQUIPMENT OR MATERIAL AND IS

NON-PROPRIETARY.

21. ALL UTILITY LINES IN PUBLIC AREAS SHALL BE ENCLOSED IN FLOOR, WALL OR CEILING

CONSTRUCTION UNLESS OTHERWISE NOTED.

22. MANUFACTURED MATERIALS, EQUIPMENT, ETC SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURER'S RECOMMENDATIONS, INSTRUCTIONS, AND ABA REQUIREMENTS UNLESS

OTHERWISE NOTED.

23. IF DRAWINGS IN THIS SET ARE NOT 30"x 42" THEY HAVE BEEN REVISED FROM THEIR ORIGINAL SIZE.

SCALES NOTED ON PLANS AND DETAILS ARE NO LONGER APPLICABLE.

24. PROVIDE A RED LINED "RECORD" CONSTRUCTION DOCUMENT SET AT THE SITE. THE OWNER

RESERVES THE RIGHT TO REVIEW THESE DOCUMENTS ON A DAILY BASIS.

25. LOCATE ALL UNDERGROUND UTILITIES, ETC. PRIOR TO THE START OF CONSTRUCTION.

26. KEEP MEANS OF EGRESS STAIRS AND CORRIDORS PROPERLY ILLUMINATED AND FREE OF

OBSTRUCTIONS AT ALL TIMES DURING CONSTRUCTION.

27. WORK SHALL CONFORM TO APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR

SHALL OBTAIN ALL REQUIRED BUILDING AND OCCUPANCY PERMITS.

28. ESTABLISH A SITE BENCHMARK FOR ALL SUBCONTRACTORS TO USE. ALL TRADES SHALL USE THE

SAME BENCHMARK

29. ITEMS INDICATED ON THE DRAWINGS AS "GFGI" MEANS GOVERNMENT FURNISHED AND GOVERNMENT

INSTALLED. COORDINATE WITH THE GOVERNMENT FOR THE REQUIRED POWER, PLUMBING, AND

OTHER REQUIRED UTILITIES AS APPLICABLE.

30. ITEMS INDICATED ON THE DRAWINGS AS "GFCI" MEANS GOVERNMENT FURNISHED AND CONTRACTOR

INSTALLED. COORDINATE WITH ALL SCOPE OF WORK.

31. ALL SUSPENDED ITEMS OF THE WORK EXCEEDING 31 POUNDS IN WEIGHT (EXCLUDING DISTRIBUTED SYSTEMS SUCH AS PIPING NETWORKS) SHALL BE ANCHORED TO RESIST A HORIZONTAL LOAD EQUAL TO 0.5 TIMES THE COMPONENT WEIGHT IN ACCORDANCE WITH UFC 4-010-01. THIS REQUIREMENT DOES NOT PRECLUDE REQUIREMENTS FOR SEISMIC ANCHORAGE IN ACCORDANCE WITH ASCE 7-05

AND THE PROJECT SPECIFICATIONS. FOR ADDITIONAL INFORMATION ON EQUIPMENT SUPPORT

FRAMING REFERENCE STRUCTURAL.

32. FOR LIFE SAFETY PLANS REFER TO LS-101.

33. FOR SIGNAGE SCHEDULE REFER TO SPECIFICATION SECTION 10 14 00 SIGNAGE. FOR TYPICAL SIGN

MOUNTING HEIGHTS REFER TO A-001.

34. DO NOT PAINT BUILDING GROUNDING CABLES.

35. PROVIDE SURFICIAL TERMITE TREATMENT UNDER ENTIRE FOOT PRINT OF THE C-17 HANGAR.

36. ALL PENETRATIONS THROUGH SHEET METAL ROOF SHALL BE COORDINATED WITH THE SHEET METAL

ROOFING MANUFACTURER / INSTALLER TO ENSURE PENETRATIONS LAND BETWEEN

SEAMS/BATTENS. MOUNT ALL PIPING, EQUIPMENT, DUCTWORK, ETC. AS HIGH AS POSSIBLE IN ALL AREAS UNLESS OTHERWISE NOTED. ALL HANGER SUPPORTS SHALL BE ATTACHED TO STRUCTURAL

STEEL. NOTHING MAY BE SUPPORTED FROM ROOF DECK.

37. ANY OF THE SYMBOLS / MATERIAL REFERENCED ON THIS DRAWING MAY OR MAY NOT OCCUR AS A

PART OF THIS PROJECT AND ARE PROVIDED FOR REFERENCE ONLY.

GENERAL ABBREVIATIONS

ABA ARCHITECTURAL BARRIERS ACT

ACI AMERICAN CONCRETE INSTITUTE

ADA AMERICANS WITH DISABILITIES ACT

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AISC AMERICAN INSTITUTE OF STEEL

CONSTURCITON

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

ASHRAE AMERICAN SOCIETY OF HEATING,

REFRIGERATION AND AIR

CONDITIONING ENGINEERS

ASTM AMERICAN SOCIETY OF TESTING AND

MATERIALS

AV AUDIO VISUAL

AWP ACOUSTIC WALL PANEL

BD BOARD

BLDG BUILDING

BM BEAM

BOT BOTTOM

CFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUOUS

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CPT CARPET TILE

DIA DIAMETER

DWG DRAWING

E EAST

EA EACH

EJ EXPANSION JOINT

EL REFERENCE ELEVATION

ELEC ELECTRIC OR ELECTRICAL

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXPAN EXPANSION

EXT EXTERIOR

EXTG EXISTING

FCO FLOOR CLEAN OUT

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FURNITURE, FIXTURES AND

EQUIPMENT

FIN FINISH

FLR FLOOR

FM FACTORY MANUAL

GA GAGE OR GAUGE

GALV GALVANIZED

GFGI GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED

GFCI GOVERNMENT FURNISHED,

CONTRACTOR INSTALLED

GL GLASS

GYP GYPSUM

OA OVERALL

OC ON CENTER

OFD OVERFLOW DRAIN

OH OPPOSITE HAND

OLI OPTIONAL LINE ITEM

OPNG OPENING

OPP OPPOSITE

PART PARTITION

PH PHASE

PLAM PLASTIC LAMINATE

PLAS PLASTIC OR PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PREFAB PREFABRICATED

PRESS PRESSURE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PTD PAINTED

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

R RISER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCED STEEL BAR

REF REFERENCE

REQ'D REQUIRED

RM ROOM

RO ROUGH OPENING

SCHED SCHEDULE

SHT SHEET

SIM SIMILAR

SMACNA SHEET METAL AND AIR

CONDITIONING CONTRACTORS

NATIONAL ASSOCIATION

SPEC SPECIFICATION(S)

SQ SQUARE

SF SQUARE FOOT

SS STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

T TREAD

TELECOM TELECOMMUNICATIONS

THK THICK OR THICKNESS

TOC TOP OF CONCRETE

TBD TO BE DETERMINED

TCNA TILE COUNCIL OF NORTH

AMERICA

TOS TOP OF SLAB

TPO THERMOPLASTIC POLYOLEFIN

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UON UNLESS OTHERWISE NOTED

V VOLTS

VCT VINYL COMPOSITE TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

WD WOOD

WR WATER RESISTANT

WWF WELDED WIRE FABRIC

HD HEAD

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HT HEIGHT

HORIZ HORIZONTAL

HVAC HEATING, VENTILATION AND AIR

CONDITIONING

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

IT INFORMATION TECHNOLOGY

JAN JANITOR

JT JOINT

LAM LAMINATE

MAX MAXIMUM

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MET METAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

N NORTH

N/A NOT APPLICABLE

NEC NATIONAL ELECTRIC CODE

NEMA NATIONAL ELECTRIC

MANUFACTURERS ASSOCIATION

NGB NATIONAL GUARD BUREAU

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

MATERIAL LEGEND

STEEL

THERMAL INSULATION (BATT)

THERMAL INSULATION (RIGID)

GYPSUM BOARD

CONCRETE

EARTH

GRANULAR FILL

ACOUSTICAL PANEL CEILING

WOOD ROUGH

CMU

WOOD BLOCKING, SHIM

PARTICLEBOARD OR PLYWOOD

GLASS

CARPET

SOLID SURFACE MATERIAL

LOCATION MAP

PROJECT SITE

NOT TO SCALE

PROJECT SITE - C-17 HANGAR

NOT TO SCALE

PROJECT LOCATION

OPTIONAL LINE ITEMS (OLI) GENERAL NOTES

1. OPERABLE PARTITION WITH STRUCTURAL SUPPORTS AND WING WALL TO REPLACE PARTITION TYPE

0E BETWEEN CLASSROOMS - SEE A1/A-102A AND C1/A-571 FOR INFORMATION

2. FUEL RESISTANT RESINOUS FLOORING - REFER TO A-602 FOR INFORMATION

3. ADDITION OF HANGAR FLOOD LIGHTING - REFER TO ELECTRICAL DRAWINGS

4. ACE HVAC DUCTWORK - REFER TO MECHANICAL DRAWINGS

5. LANDSCAPING AND ORNAMENTAL FENCE / KNEE WALL - REFER TO LANDSCAPE AND CIVIL DRAWINGS

6. DEMOUNTABLE PARTITIONS - REFER TO NOTES AND PLAN ON SHEET A102A FOR INFORMATION

7. EXTERIOR FLIGHT LINE SIGNAGE. REFER TO A-202 FOR INFORMATION

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FJRP

159062

145TH AIRLIFT WING

NORTH CAROLINA AIR NATIONAL GUARD

CHARLOTTE-DOUGLAS IAP, NORTH CAROLINA

SCALE

DESIGNED BY

REVIEWED BY

DATE

AE PROJ. NO.

DRAWN BY

SHEET

PROJECT NO.

NCANG CIVIL ENGINEERING

REVISIONS

INITIALDESCRIPTIONDATEREV

CHARLOTTE-DOUGLAS IAP CHARLOTTE, NORTH CAROLINA

F6W71900

C-17 CORROSION CONTROL & FUEL CELL HANGAR

54321

D C

B A

08/17/2018 12" = 1'-0"

/8

/2

:3

:5

P

M B

IM

/U

S

N o rt h C a ro lin a A ir N a ti o n a l G u a rd /N

C A

N G

C

H a n g a r

A

R C

H

V

.r v t

G-002

D. FLIPPEN

N. FREY

B. DYSON

GENERAL

NOTES, ABBREVIATIONS,

AND SYMBOLS

N

A.

B.

C.

D.

E.

F.

G.

XX

XX

XX

USE (OCCUPANT LOAD FACTOR IN SQFT/PERSON)

BUSINESS (100 GROSS)

ASSEMBLY WITHOUT FIXED SEATING (15 NET)

STORAGE (500 GROSS)

LOCKER ROOM (50 GROSS)

FIRE RESISTANCE RATING

1 HOUR FIRE RESISTANCE (BARRIER)

2 HOUR FIRE RESISTANCE (BARRIER)

TRAVEL DISTANCE (MEASURED IN FEET)

COMMON PATH (MEASURED IN FEET)

DEAD END CORRIDOR (MEASURED IN FEET)

EGRESS CAPACITY

W = EXIT CAPACITY FACTOR (IN/PERSON)

X = OCCUPANTS USING EXIT (PERSONS)

Y = EXIT CAPACITY (PERSONS)

Z = EXIT CLEAR WIDTH (IN)

FIRE EXTINGUISHER

FIRE EXTINGUISHER (SEE ARCHITECTURE

FOR MOUNTING STYLE)

W

Z

X

Y

CP = XX

TD = XX

DE = XX

APPLICABLE CODES AND STANDARDS

- NORTH CAROLINA BUILDING CODE (2012 EDITION)

- NORTH CAROLINA MECHANICAL CODE (2012 EDITION)

- NORTH CAROLINA PLUMBING CODE (2012 EDITION)

- UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES (2016 EDITION)

- UFC 1-200-01, GENERAL BUILDING REQUIREMENTS (2016 EDITION)

- UFC 4-211-01, AIRCRAFT MAINTENANCE HANGARS (2016 EDITION)

- NFPA 101, LIFE SAFETY CODE (2015 EDITION)

- NFPA 409, STANDARD ON AIRCRAFT HANGARS (2016 EDITION)

BUILDING CONSTRUCTION TYPE

II-B (NCBC 602.2)

OCCUPANCY GROUP CLASSIFICATION

STORAGE (S-1) (NCBC 311.2)

ALLOWABLE BUILDING HEIGHT AND NUMBER OF STORIES

ALLOWABLE HEIGHT: UNLIMITED (UFC 4-211-01, 3.3.1.7)

ACTUAL HEIGHT: 93 FT

ALLOWABLE STORIES: 3 (FULLY SPRINKLERED S-1 BUILDING PER NCBC SECTION 504.2 AND

TABLE 503)

ACTUAL STORIES: 1

ALLOWABLE BUILDING AREA

ALLOWABLE AREA: 70,000 SQFT (NCBC TABLE 503, WITH INCREASE FOR A FULLY

SPRINKLERED BUILING)

ACTUAL AREA: 62,270 SQFT

BUILDING ELEMENT FIRE RESISTANCE RATINGS

HANGAR CODE & LIFE SAFETY ANALYSIS

SEPARATION OF HAZARDOUS SPACES

THE INTERNAL FIRE BARRIERS SEPARATING THE HANGAR BAY FROM THE SUPPORT AREAS

ARE TO BE A MINIMUM OF 1 HOUR FIRE RESISTANCE RATING (UFC 4-211-01). 1-HOUR RATED

LIDS WILL BE PROVIDED FOR THE MECHANICAL MEZZANINES AND WASH/GEAR ROOM TO

MAINTAIN THE FIRE SEPARATION FROM THE HANGAR.

THE WALLS SURROUNDING PAINT SHOPS SHALL HAVE A MINIMUM FIRE RESISTANCE

RATING OF 1 HOUR (NCBC TABLE 508.2.5). THE WALLS SURROUNDING ROOMS

CONTAINING FIRE PUMPS AND FIRE SUPPRESSION EQUIPMENT SHALL HAVE A MINIMUM

FIRE RESISTANCE RATING OF 1 HOUR. SEE APPLIED FIRE PROOFING NOTES ON A-001 FOR

ADDITIONAL INFORMATION

IN ROOMS OPEN TO THE HANGAR AREA, ANY ELECTRONICS SHALL BE CLASS 1 DIV II UP TO

18 INCHES FROM THE FLOOR

NUMBERS OF EXITS

THE MINIMUM REQUIRED NUMBER OF EXITS, FOR LESS THAN 500 PERSONS, SHALL NOT BE

LESS THAN TWO (LSC 7.4.1). AT LEAST ONE EXIT IS REQUIRED FOR EACH MECHANICAL

MEZZANINE (NCBC 505.3 EXCEPTION).

MINIMUM EGRESS WIDTH

DOORS: 32 INCHES (LSC 7.2.1.2.3.2)

0.2 IN/PERS (LSC 7.3.3.1)

STAIRS: 44 INCHES (LSC 7.2.2.2.1.2)

0.3 IN/PERS (LSC 7.3.3.1)

THE MINIMUM CORRIDOR WIDTH REQUIRED FOR AN OCCUPANT LOAD OF 50 OR MORE IS 44

IN. (LSC 38.2.3.2). THE MINIMUM CORRIDOR WIDTH FOR AN OCCUPANT LOAD LESS THAN 50

IS 36 IN. (LSC 7.3.4.1).

MEANS OF EGRESS

MAXIMUM MEANS OF EGRESS LIMITS PER LSC TABLE A7.6 FOR EACH OCCUPANCY / USE.

LIFE SAFETY SYMBOLS

ABBREVIATIONS

AFF

AHJ

AVG

CO

COR

CP

ELEV

IBC

FPDOR

FT

LSC

MIN

NFPA

NP

NC

NIC

NTS

OLF

PERS

SQFT

TD

UNO

ABOVE FINISHED FLOOR

AUTHORITY HAVING JURISDICTION

AVERAGE

CONTRACTING OFFICER

CONTRACTING OFFICER'S REPRESENTATIVE

COMMON PATH

ELEVATION

INTERNATIONAL BUILDING CODE

FIRE PRODUCTION DESIGNER OF RECORD

FOOT/FEET

LIFE SAFETY CODE

MINIMUM

NATIONAL FIRE PROTECTION ASSOCIATION

NOT PERMITTED

NONCOMBUSTIBLE

NOT IN CONTRACT

NOT TO SCALE

OCCUPANT LOAD FACTOR

PERSON

SQUARE FEET

TRAVEL DISTANCE

UNLESS NOTED OTHERWISE

(ALL SYMBOLS SHOWN ARE NOT NECESSARILY USED ON THE DRAWINGS)

BUILDING ELEMENT FIRE-RESISTANCE RATING CODE REFERENCE

STRUCTURAL FRAME 0 HOURS NCBC TABLE 601

BEARING WALLS

EXTERIOR

INTERIOR

0 HOURS

0 HOURS

NCBC TABLE 601

NONBEARING WALLS

AND PARTITIONS

EXTERIOR

INTERIOR

0 HOURS

0 HOURS

FLOOR

CONSTRUCTION

ROOF

CONSTRUCTION

0 HOURS

0 HOURS

STAIRS 1 HOUR

NCBC TABLE 601

LSC 7.1.3.2.1

NCBC 708.4

NCBC TABLE 601

NCBC TABLE 601

BUSINESS 300 FT

STORAGE

DEAD-ENDTRAVEL DISTANCE COMMON PATH

100 FT

400 FT 100 FT 100 FT

50 FT

HANGAR BUSINESS OCCUPANT LOAD CALCULATIONS

OCCUPANT LOAD

TOTAL FLOOR AREA: 62,270 SQFT

TOTAL NON-BUSINESS USE AREA: 52,352 SQFT

TOTAL BUSINESS USE AREA: 9,918 SQFT

BUSINESS OCCUPANT LOAD FACTOR: 100 GROSS SQUARE FEET PER OCCUPANT

BUSINESS OCCUPANT LOAD: 100 PERS

TOTAL OCCUPANT LOAD: 352 PERS

MEANS OF EGRESS CAPACITY AND EXITS

SIX EXIT DOORS ARE PROVIDED WITH A CLEAR WIDTH OF 34" AND FIVE DOORS ARE PROVIDED WITH A CLEAR WIDTH OF 70". TWO EXIT STAIRS ARE PROVIDED FOR THE MECHANICAL MEZZANINES, WITH A CLEAR WIDTH OF 44 IN. THE DOORS INTO THE STAIRS ARE PROVIDED WITH 34" OF CLEAR WIDTH.

THEREFORE, THE STAIR WIDTH IS THE LIMITING FACTOR.

TOTAL EXIT CAPACITY: 3113 PERS

1.

2.

3.

4.

5.

NORMALLY UNOCCUPIED ROOMS LESS THAN 100 SQFT MAY

HAVE THEIR SOLE MEANS OF EGRESS THROUGH THE HANGAR

BAY.

TRAVEL DISTANCE LIMITATIONS BEGIN AT THE DOOR FROM THE

HANGAR BAY.

EXIT OR EXIT ACCESS DOORS SHALL BE PROVIDED AROUND THE

PERIMETER OF THE HANGAR AT A MAXIMUM SPACING OF 150

FT. HANGAR BAY DOOR OPENINGS THAT EXCEEDS 110 FT, SHALL

BE PROVIDED WITH EXIT OR EXIT ACCESS WITHIN 20 FT OF THE

HANGAR BAY DOOR OPENING.

THE SUPPORT AREA IS SEPARATED FROM THE HANGAR BAY

AREA BY A 1-HOUR FIRE BARRIER IN ACCORDANCE WITH UFC 4-

211-01 3-3.1.3.

BUILDING IS FULLY SPRINKLERED AND PROTECTED BY A FIRE

ALARM AND MASS NOTIFICATION SYSTEM. HANGAR BAY IS

PROVIDED WITH A HIGH EXPANSION FOAM (HEF) SYSTEM.

GENERAL NOTES

DRAFT CURTAINS

DRAFT CURTAINS SHALL BE PROVIDED SUCH THAT A SINGLE DRAFT CURTAIN AREA DOES

NOT EXCEED 7,500 SQFT. DRAFT CURTAINS SHALL BE CONSTRUCTED OF NONCOMBUSTIBLE

MATERIALS THAT ARE NOT SUBJECT TO DISINTEGRATION OR FUSION DURING THE EARLY

STAGES OF A FIRE AND SHALL BE TIGHTLY FITTED TO THE UNDERSIDE OF THE ROOF OR

CEILING. ANY OPENINGS IN DRAFT CURTAINS SHALL BE PROVIDED WITH SELF-CLOSING

DOORS CONSTRUCTED OF MATERIALS EQUIVALENT IN FIRE RESISTANCE TO THE DRAFT

CURTAIN ITSELF.

DRAFT CURTAINS SHALL EXTEND DOWN FROM THE ROOF OR CEILING NO LESS THAN ONE-

EIGHTH OF THE HEIGHT FROM THE FLOOR TO THE ROOF OR CEILING. UNDER CURVED OR

SLOPING ROOFS EXTENDING TO GRADE LEVEL OR CLOSE TO GRADE LEVEL, DRAFT

CURTAINS NEED NOT BE CONTINUED BELOW 16 FEET FROM THE FLOOR.

FE

XX

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FJRP

159062

145TH AIRLIFT WING

NORTH CAROLINA AIR NATIONAL GUARD

CHARLOTTE-DOUGLAS IAP, NORTH CAROLINA

SCALE

DESIGNED BY

REVIEWED BY

DATE

AE PROJ. NO.

DRAWN BY

SHEET

PROJECT NO.

NCANG CIVIL ENGINEERING

REVISIONS

INITIALDESCRIPTIONDATEREV

CHARLOTTE-DOUGLAS IAP CHARLOTTE, NORTH CAROLINA

F6W71900

C-17 CORROSION CONTROL & FUEL CELL HANGAR

54321

D C

B A

08/17/2018As Indicated

8/ 7/

:3

0:

P M

BI

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LS-001

J.BEALS

M.OWENS

J.McLAUGHLIN

LIFE SAFETY GENERAL NOTES,

SYMBOLS, AND ABBREVIATIONS

HANGAR LIFE SAFETY OCCUPANT DATA

Number Name Area

Occupant Load Factor

Occupant Load

H104 CONFERENCE ROOM 302 SF 15 20

H108 CLASSROOM 569 SF 15 38

H109 CLASSROOM 563 SF 15 38

H110 BREAK ROOM 547 SF 15 37

H115 FACILITY MAINTENANCE

STORAGE

73 SF 500 1

H119 LOCKERS 203 SF 50 5

H126 METAL SHOP 2722 SF 500 6

H127 CTK CAGE 96 SF 500 1

H128 TER ROOM 161 SF 500 1

H132 MEN SHOWER / LOCKERS 158 SF 50 4

H134 WOMEN SHOWER / LOCKERS 143 SF 50 3

H137 COMPOSITE SHOP 952 SF 500 2

H138 COMPOSITE SHOP 834 SF 500 2

H140 COMPOSITE SHOP BOOTHS 2400 SF 500 5

H153 WASH GEAR DRYING 796 SF 500 2

H154 TOOL CRIB 379 SF 500 1

H156 WORKSTAND / EQUIPMENT

STORAGE

676 SF 500 2

H160 FUEL CELL HANGAR 37821

SF

500 76

H165 WORKSTAND / EQUIPMENT

STORAGE

1648 SF 500 4

H166 TER 93 SF 500 1

H167 ELECTRICAL ROOM 408 SF 500 1

H168 HEF EQUIPMENT 822 SF 500 2

H

ER

C U

LE

S

BL

VD

AS

PH

AL

T

PA

VE

M

EN

T

BLDG 52

BLDG 66

BLDG 65

C-17 CORROSION

CONTROL & FUEL CELL

HANGAR

PUMP

HOUSE

48' - 2 3/4"

97' - 3 3/4"

172' - 7 1/4"

' - 1

1 1 /2"

28'

- 8

5/8

57' - 11 3/8"

123' - 9 1/2"

7 1 /4"

36' - 6 5/8"

49'

- 1

1"

80' - 0"

20'

- 3

1/8

16' - 8 3/4"

WATER

TANK

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FJRP

159062

145TH AIRLIFT WING

NORTH CAROLINA AIR NATIONAL GUARD

CHARLOTTE-DOUGLAS IAP, NORTH CAROLINA

SCALE

DESIGNED BY

REVIEWED BY

DATE

AE PROJ. NO.

DRAWN BY

SHEET

PROJECT NO.

NCANG CIVIL ENGINEERING

REVISIONS

INITIALDESCRIPTIONDATEREV

CHARLOTTE-DOUGLAS IAP CHARLOTTE, NORTH CAROLINA

F6W71900

C-17 CORROSION CONTROL & FUEL CELL HANGAR

54321

D C

B A

08/17/2018 3/64" = 1'-0"

8/ 7/

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0:

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J.BEALS

M.OWENS

J.McLAUGHLIN

CODE COMPLIANCE SITE PLAN

3/64" = 1'-0"A1 CODE COMPLIANCE OVERALL SITE PLAN

DW

ELECTRICAL

ROOM

H167

HEF EQUIPMENT

H168

FUEL CELL

HANGAR

H160

WORKSTAND /

EQUIPMENT

STORAGE

H165

RECEIVING AND

STAGING

H139

COMPOSITE

SHOP

H138

STENCIL ROOM

H136

CORRIDOR

H135

COMPOSITE

SHOP

H137

WOMEN

H133

MEN

H131

CORRIDOR

H130

CTK CAGE

H127

TER

H128

CORRIDOR

H125

SHOP OFFICE

H116

FAB SUPERVISOR

H118

FAB SUPERVISOR

H117

METAL SHOP

H126

WOMEN

H114

MEN

H113

FACILITY

MAINTENANCE

STORAGE

H115

WASH GEAR

DRYING

H153

CORRIDOR

H149

FUEL SYSTEM

SUPERVISOR

H152

FUEL SYSTEM

OFFICE

H151

TOOL CRIB

H154

WORKSTAND /

EQUIPMENT

STORAGE

H156

LOBBY

H102

VESTIBULE

H101

BREAK ROOM

H110

CLASSROOM

H109

CLASSROOM

H108

MAINTENANCE

SQ CDR

H107

FIRST SERGEANT

H106

JUNIOR

OFFICERS

H105

CONFERENCE

ROOM

H104

CORRIDOR

H103

0.2

0.2

0.2

0.2

0.2

0.2

0.2

CHANGING ROOM

B

H120LOCKERS

H119

CORRIDOR

H155

CORRIDOR

H169

0.2

TD=4

TD=91

TD=62 TD= 95

MEN SHOWER /

LOCKERS

H132

WOMEN SHOWER

/ LOCKERS

H134

TD

=1

STAIR 01

HS101 CP=3

TD=1

CP=47 TD

=1

TD=1

TD=6

CP=4

TD=92

0.2

0.2

0.2

0.2

STAIR 02

HS102

COMPOSITE

SHOP BOOTHS

H140

TR

H166

CHANGING ROOM

A

H121

FE

FE FE

FE

FE

FE

FE

FE

FE

FE

FE

VESTIBULE

H150

MECHANICAL

EQUIPMENT

PLATFORM

H201

4TD=45

0.3

MECHANICAL

EQUIPMENT

PLATFORM

H202

TD=47

0.3

FLOOR PLAN KEYED NOTES

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FJRP

159062

145TH AIRLIFT WING

NORTH CAROLINA AIR NATIONAL GUARD

CHARLOTTE-DOUGLAS IAP, NORTH CAROLINA

SCALE

DESIGNED BY

REVIEWED BY

DATE

AE PROJ. NO.

DRAWN BY

SHEET

PROJECT NO.

NCANG CIVIL ENGINEERING

REVISIONS

INITIALDESCRIPTIONDATEREV

CHARLOTTE-DOUGLAS IAP CHARLOTTE, NORTH CAROLINA

F6W71900

C-17 CORROSION CONTROL & FUEL CELL HANGAR

54321

D C

B A

08/17/2018As indicated

8/ 7/

:3

0:

P M

BI

M

U

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C A

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J.BEALS

M.OWENS

J.McLAUGHLIN

LIFE SAFETY

C-17 HANGAR

OVERALL FLOOR PLAN

1/16" = 1'-0"A1 GROUND LEVEL LIFE SAFETY PLAN

1/16" = 1'-0"

8' 16' 32' 48'

1/8" = 1'-0"C2 MECH MEZZANINE LIFE SAFETY PLAN NORTH

1/8" = 1'-0"C1 MECH MEZZANINE LIFE SAFETY PLAN SOUTH

1/8" = 1'-0"

24'4' 8' 16'

1 DRAFT CURTAIN SEPARATING HANGAR AREA INTO SPACES NO GREATER THAN 7500 SQFT

PER NFA 409.

2 TOTAL BUSINESS OCCUPANT LOAD FOR THE BUILDING.

3 LOCATION OF BUILDING KNOX BOX.

4 LOCATION OF BUILDING FIRE DEPARTMENT CONNECTION.

5 DOOR IS FOR EQUIPMENT ACCESS ONLY. WHEN NOT IN USE, THE DOOR WIL BE SECURED

AND PROVIDED WITH FALL PROTECTION MEASURES.

6 PROVIDE 1-HOUR LID FOR ROOM TO MAINTAIN SEPARATION FROM HANGAR AREA.

B C

A

KEY PLAN

D

E

APPROXIMATEAPPROX

ASPHALTASPH

CONCRETECONC

BLDG

CATCH BASINCB

CI

CO

CURB INLET

CONN CONNECTION

COR

CTR CENTER

CENTERLINE

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIM DIMENSION

E

EA EACH

EL/ELEV ELEVATION

EMH ELECTRIC MANHOLE

FH

FT

EXISTINGEX/EXIST

FIRE HYDRANT

FOOT, FEET

G

IN

GAS

INCH

L

MH

INV INVERT

LENGTH

MAX MAXIMUM

MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

NTS

N NORTH

NOT TO SCALE

R

S

PVMT PAVEMENT

RADIUS

REF REFERENCE

REQ'D REQUIRED

SOUTH

CONTRACTING OFFICER REPRESENTATIVE

DIP DUCTILE IRON PIPE

LF LINEAR FEET

GV GATE VALVE

SAN SANITARY SEWER

RCP REINFORCED CONCRETE PIPE

PVC POLYVINYL CHLORIDE PIPE

EDGE OF PAVEMENTEP

CL C/L

C&G CURB AND GUTTER

INLET PROTECTIONIP

SCE STABILIZED CONSTRUCTION ENTRANCE

OUTLET PROTECTIONOP

SF SILT FENCE

GMH GAS MANHOLE

TYP TYPICAL

UG UNDERGROUND

W

W/

UTIL UTILITY

WITH

W/O WITHOUT

TC TOP OF CURB

WEST/WATER

WM WATER METER

TMH TELECOMMUNICATIONS MANHOLE

TELCO TELECOMMUNICATIONS

TD TRENCH DRAIN

WV WATER VALVE

BUILDING

VTP VITRIFIED TERRA COTTA PIPE

CU

EAST/ELECTRIC

UNDERGROUND COMMUNICATION LINE

SD STORM SEWER LINE

SS SANITARY SEWER LINE

CMP CORRUGATED METAL PIPE

ACP

W WIDE

NIC NOT IN CONTRACT

AT GRADE INLET PROTECTIONAGIP

CIP CURB INLET PROTECTION

1.TAX PARCEL ID- 11521103.

2. CURRENT OWNER- CITY OF CHARLOTTE

3. ALL BEARINGS ARE NC GRID BEARINGS

4. ALL DISTANCES ARE SHOWN HORIZONTAL.

5. GRID DISTANCE= HORIZONTAL DISTANCE x COMBINED GRID FACTOR (0.99984264)

6. AREAS HAVE BEEN DETERMINED BY COORDINATE COMPUTATION.

7. EXISTING CONDITIONS SHOWN HEREON ARE BASED UPON A FIELD SURVEY COMPLETED BY LDSI DATED MARCH 2017.

8. IRON PINS (#5 REBAR) OR OTHER MONUMENTATION (AS SHOWN) FOUND OR SET AT ALL PROPERTY CORNERS.

9. ZONING- I-2

10. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEMA AND THE STATE OF NORTH CAROLINA.

REFERENCE COMMUNITY PANEL NUMBER: 3710452300K DATED 9/2 /2015.

11.THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A TITLE COMMITMENT REPORT. LDSI, INC. DOES NOT CLAIM THAT ALL MATTERS

OF RECORD WHICH MAY AFFECT THE SUBJECT PROPERTY ARE SHOWN HEREON.

12. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS MAP ARE APPROXIMATE, BASED ON INFORMATION PROVIDED BY OTHERS OR BY FIELD LOCATION. UTILITY LOCATIONS AS SHOWN HEREON ARE INTENDED FOR PLANNING ONLY. ACTUAL LOCATION, SIZE OR DEPTH

OF LINE SHOULD BE VERIFIED BY TEST PIT BEFORE CONSTRUCTION.

13. THE NORTH CAROLINA GRID COORDINATES SHOWN ON THIS MAP WERE DERIVED BY REAL-TIME KINEMATIC GPS OBSERVATIONS USING TRIMBLE R8 RECEIVERS AND PROCESSED USING NORTH CAROLINA GEODETIC SURVEY VIRTUAL REFERENCE SYSTEM.

EXISTING STORMWATER MANHOLE OR INLET

EXISTING STORMWATER PIPE

EXISTING SANITARY SEWER MANHOLE

EXISTING FIRE HYDRANT

EXISTING CLEANOUT

EXISTING WATER LINE

EXISTING SANITARY SEWER LINE

EXISTING CURB

EXISTING EDGE OF PAVEMENT

EXISTING SIGN

EXISTING FENCE

TREE

EXISTING CONTOUR

EXISTING SPOT ELEVATION

EXISTING BUILDING FOOTPRINT

DOOR LOCATION

HEAVY DUTY ASPHALT PAVEMENT

CONCRETE CURB AND GUTTER

RIGID CONCRETE PAVEMENT/SIDEWALK

STANDARD DUTY ASPHALT PAVEMENT

ADA CURB RAMP

PEDESTRIAN CROSSWALK

MAJOR CONTOUR

MINOR CONTOUR

STORM MANHOLE

STORM INLET

STORM SEWER

WATER MAIN

GAS MAIN

TELECOMMUNICATION DUCTBANK

SANITARY SEWER

VALVE

FIRE HYDRANT

SANITARY SEWER MANHOLE

CU

SD

ASBESTOS CEMENT PIPE

CABLE BEAM BARRIER

EU ELECTRICAL LINE

LIGHT POLE

1. LIMITS AND ITEMS SHOWN FOR REMOVAL ARE BASED ON BEST AVAILABLE RECORD MAPPING AND TOPOGRAPHIC SURVEY.

CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY ITEMS NOT SHOWN WITHIN THE LIMITS OF CONSTRUCTION

NECESSARY TO COMPLETE THE REQUIRED WORK.

2. ANY UTILITIES SHOWN TO BE REMOVED OR ABANDONED IN PLACE ARE TO BE FIELD VERIFIED BY THE CONTRACTOR.

CONTRACTOR SHALL NOTIFY AND SCHEDULE ANY INTENDED UTILITY INTERRUPTIONS WITH THE CONTRACTING OFFICER

REPRESENTATIVE PRIOR TO WORK.

3. COORDINATE ANY UTILITY REMOVAL WITH THE SITE UTILITY PLANS.

4. REMOVE ALL CURB, GUTTER, SIDEWALKS, ASPHALT PAVEMENT, CONCRETE PAVEMENT, BUILDINGS, AND CONCRETE PADS

WITHIN THE LIMITS OF CONSTRUCTION.

5. COORDINATE WITH SITE LAYOUT & GRADING PLANS FOR LIMITS OF REMOVAL

6. ALL INFORMATION SHOWN OUTSIDE THE PROJECT LIMITS OF TOPOGRAPHICAL SURVEY IS BASED ON EXISTING CONDITIONS FROM THE AVAILABLE GIS BASE MAPPING INFORMATION PROVIDED BY NCANG. ALL DISCREPANCIES BETWEEN LIMITS OF PROJECT SURVEY AND GIS MAPPING REQUIRED FOR THE CONSTRUCTION OF THEC-17 FUEL CELL & CORROSION PROTECTION HANGAR AND AIRCRAFT SIMULATOR FACILITIES SHALL BE RECONCILED AT NO COST TO THE GOVERNMENT

FOR A COMPLETE AND USABLE FACILITY IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS.

7. SAW CUT ALL PAVEMENT AT LIMITS OF REMOVAL.

SURVEY NOTES

GENERAL NOTES

SITE REMOVAL NOTES

CIVIL ABBREVIATIONS EXISTING CONDITIONS LEGEND SITE WORK LEGEND

EXISTING GAS LINE

EXISTING ELECTRIC LINE

EXISTING STORM LINE

ABI ADDITIVE BID ITEM

CLEANOUT

1. PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL AT (336) 855-5760 TO LOCATE

AND MARK ALL EXISTING UTILITIES.

2. CONTRACTOR SHALL CONSTRUCT ALL SANITARY AND STORM SEWERS BEGINNING AT THE MOST DOWNSTREAM

LOCATION AND CONSTRUCT UPSTREAM.

3. CONTRACTOR SHALL DIG TEST PITS AT ALL UTILITY TIE IN LOCATIONS AND EXISTING UTILITY CROSSINGS TO VERIFY EXISTING INVERT INFORMATION, PIPE SIZES, AND MATERIALS. IF FINDINGS DIFFER FROM WHAT IS SHOWN ON PLANS, CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE IMMEDIATELY, PRIOR TO ANY

CONSTRUCTION.

4. CONTRACTOR SHALL PROVIDE NECESSARY ADAPTERS TO TRANSITION FROM DIFFERENT PIPE SIZES AND MATERIALS SHOWN ON MECHANICAL, PLUMBING AND FIRE PROTECTION PLANS, TO PIPE SIZES AND MATERIALS SHOWN ON THE

SITE UTILITY PLANS.

5. SANITARY SEWER LINES AND WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 10' OF HORIZONTAL SEPARATION. THE WATER MAIN SHALL BE INSTALLED A MINIMUM OF 18" ABOVE THE SEWER LINE AND IN A SEPARATE TRENCH. WHERE NEITHER OF THESE SEPARATIONS CAN BE PROVIDED AND/OR THE WATER MAIN NEEDS TO CROSS UNDER THE SEWER LINE, THE SEWER LINE SHALL BE ENCASED IN CONCRETE FOR A MINIMUM DISTANCE OF 10' ON EITHER SIDES OF THE WATER LINE. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHALL BE LOCATED SO BOTH

JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE.

6. PROVIDE A MINIMUM OF 36 INCHES COVER OVER ALL SANITARY SEWER MAINS.

7. PROVIDE A MINIMUM OF 36 INCHES COVER OVER ALL WATER MAINS.

8. PROVIDE 45° VERTICAL BENDS TO ROUTE WATERLINES BENEATH OTHER UTILITIES WHERE THERE IS A CONFLICT, AS REQUIRED.

9. CONTRACTOR SHALL REROUTE AND RELOCATE ANY EXISTING UTILITIES IMPACTED BY CONSTRUCTION AS NECESSARY TO MAINTAIN PROPER COVER AND SERVICE OF EXISTING UTILITIES AFTER FINAL GRADING.

10. ALL DIMENSIONS SHOWN ON SITE LAYOUT PLANS ARE PERPENDICULAR AND ARE EITHER TO THE INSIDE FACE OF

CURB OR EDGE OF PAVEMENT, UNLESS NOTED OTHERWISE.

11. PAVEMENT MARKINGS SHALL BE APPLIED PER SPECIFICATIONS AND AS INDICATED BELOW:

A) AREAS DESIGNATED AS NO PARKING SHALL BE 4 INCH WIDE WHITE LINES MARKING ALL EDGES OF THE NO PARKING AREA, AS INDICATED ON THE SITE LAYOUT PLANS. THE NO PARKING AREAS SHALL BE MARKED WITH 4 INCH WIDE WHITE DIAGONAL LINES AT A 45° ANGLE, AND SPACED 36

INCHES APART.

12. COORDINATES SHOWN ON SITE LAYOUT PLANS ARE EITHER TO THE CORNER OF BUILDINGS OR CONCRETE UTILITY

PADS.

13. CONTRACTOR SHALL ENSURE THAT POSITIVE DRAINAGE IS MAINTAINED AWAY FROM ALL BUILDINGS.

14. ALL BENDS ON PVC STORM SEWER LINE ARE 45°, UNLESS NOTED OTHERWISE.

15. ALL FEATURES ARE PERPENDICULAR TO ONE ANOTHER, UNLESS NOTED OTHERWISE.

16. A SINGLE, ON-SITE CONSTRUCTION BENCHMARK SHALL BE ESTABLISHED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION. RELOCATION OF THE CONSTRUCTION BENCHMARK SHALL NOT BE PERMITTED.

17. ALL INFORMATION SHOWN OUTSIDE THE DELINEATED LIMITS OF TOPOGRAPHIC SURVEY IS BASED ON EXISTING CONDITIONS/RECORD MAPPING FROM THE AVAILABLE GIS BASE MAPPING INFORMATION PROVIDED BY THE NORTH CAROLINA AIR NATIONAL GUARD. ALL DISCREPANCIES BETWEEN THE LIMITS OF TOPOGRAPHIC SURVEY AND GIS MAPPING REQUIRED FOR THE CONSTRUCTION OF THE C17 HANGAR OR SIMULATOR FACILITY SHALL BE RECONCILED AT NO COST TO THE GOVERNMENT FOR A COMPLETE AND USABLE FACILITY IN ACCORDANCE WITH THESE CONTRACT

DOCUMENTS.

18. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING GENERAL PERMIT- NCG010000 TO DISCHARGE STORMWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM FOR CONSTRUCTION ACTIVITIES. RESPONSIBILITIES INCLUDE PREPARING THE PERMIT PACKAGE SUBMITTING APPLICATION TO THE NCDENR, AND PAYING ALL ASSOCIATED FEES.

19. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL PREPARE AND SUBMIT PLANS TO THE CITY OF CHARLOTTE AND MECKLENBURG COUNTY ENGINEERING AND PROPERTY MANAGEMENT FOR SOIL EROSION AND SEDIMENTATION CONTROL APPROVAL. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING THE PERMIT PACKAGE, SUBMITTING THE APPLICATION, AND PAYING ALL ASSOCIATED FEES.

20. STOCKPILED SPOIL MATERIAL IS LOCATED WITHIN THE NORTH CAROLINA AIR NATIONAL GUARD PROPERTY AND IS ANTICIPATED TO BE USED AS BORROW SOURCE. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING BORROW MATERIALS ADHERE TO THE MATERIAL REQUIREMENTS PROVIDED IN SPECIFICATION 31 20 00 EARTH MOVING. COORDINATE WITH AND OBTAIN APPROVAL FROM BASE CIVIL ENGINEER POC TO

ACCESSING THE BORROW SITE.

RTI REGIONAL TRAINING INSTITUTE

EXISTING BUILDING DEMOLITION

BOLLARD/JERSEY BARRIER REMOVAL

UTILITY LINE REMOVAL

SITE REMOVAL LEGEND

EROSION AND SEDIMENT CONTROL LEGEND

CONSTRUCTION ENTRANCE

BLOCK & GRAVEL INLET PROTECTION

BGIP

HCGIP

SILT FENCE

LIMITS OF DISTURBANCE

CHAIN LINK FENCE

COMMUNICATION VAULTC

ASPHALT PAVEMENT REMOVAL

RIGID CONCRETE PAVEMENT REMOVAL

BOLLARD

SS

EXISTING WATER LINE

EXISTING UNDERGROUND COMM LINE

UW

UCOM

UG

UE

LIMIT OF TOPOGRAPHIC SURVEY PERFORMED BY LDSI, INC.

SIGN

C-001

A. WILLIAMSON

R. CROWLEY

D. DEIBLE

NTS

IAINNFCOQUEIAEE NTSCI

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GR APH I A E PENE T R AM

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C I V I L

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FJRP

159062

145TH AIRLIFT WING

NORTH CAROLINA AIR NATIONAL GUARD

CHARLOTTE-DOUGLAS IAP, NORTH CAROLINA

SCALE

DESIGNED BY

REVIEWED BY

DATE

AE PROJ. NO.

DRAWN BY

SHEET

PROJECT NO.

NCANG CIVIL ENGINEERING

INITIALDESCRIPTIONDATEREV

CHARLOTTE-DOUGLAS IAP CHARLOTTE, NORTH CAROLINA

F6W71900

54321

D C

B A

/1

6/

1:

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PM

C :\p w w or ki ng \g bn a\ m el liz ac

\d

1\ C

-0

.d w g

08/17/2018

TRENCH DRAIN

HARDWARE CLOTH & GRAVEL INLET

PROTECTION

LOS LIMITS OF SURVEY

LOD LIMITS OF DISTURBANCE

LOS LIMITS OF SURVEY

NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL

AND NATURAL RESOURCES

BUILDING FOOTPRINT

RIGID CONCRETE AIRCRAFT APRON

BOLLARD

COMPOST SOCK

SS

RIGID CONCRETE WITH 2" ASPHALT

OVERLAY PAVEMENT REMOVAL

ELECTRICAL MANHOLEE

PERIMETER DIKEPD PD

0 50 100 A1

CONSTRUCTION PLAN

N

0 50 100 A2

CONSTRUCTION PLAN - INSET A-A

N

MATCHLINE - SEE CONSTRUCTION PLAN INSET A-A FOR CONTINUATION

MATCHLINE - SEE CONSTRUCTION PLAN FOR CONTINUATION

IAINNFCOQUEIAEE NTSCI

GEOGR APH I A E PENE T R AM

US

A I R

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D

C I V

I L E N G I N E E R

I N G

FJRP

159062

145TH AIRLIFT WING

NORTH CAROLINA AIR NATIONAL GUARD

CHARLOTTE-DOUGLAS IAP, NORTH CAROLINA

SCALE

DESIGNED BY

REVIEWED BY

DATE

AE PROJ. NO.

DRAWN BY

SHEET

PROJECT NO.

NCANG CIVIL ENGINEERING

INITIALDESCRIPTIONDATEREV

CHARLOTTE-DOUGLAS IAP CHARLOTTE, NORTH CAROLINA

F6W71900

54321

D C

B A

/1

6/

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PM

C :\p w w or ki ng \g bn a\ m el liz ac

\d

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08/17/2018

CONSTRUCTION PLAN

C-002 1"=50'

D. DEIBLE

R. CROWLEY

0 30 60

EXISTING CONDITIONS PLAN

N

C-101

S. LEARN

R. CROWLEY

D. DEIBLE

1" = 30'

IAINNFCOQUEIAEE NTSCI

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GRAPH I A E PE NE TR

AM

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C I V I L

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FJRP

159062

145TH AIRLIFT WING

NORTH CAROLINA AIR NATIONAL GUARD

CHARLOTTE-DOUGLAS IAP, NORTH CAROLINA

SCALE

DESIGNED BY

REVIEWED BY

DATE

AE PROJ. NO.

DRAWN BY

SHEET

PROJECT NO.

NCANG CIVIL ENGINEERING

INITIALDESCRIPTIONDATEREV

CHARLOTTE-DOUGLAS IAP CHARLOTTE, NORTH CAROLINA

F6W71900

54321

D C

B A

/1

6/

1:

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PM

C :\p w w or ki ng \g bn a\ m el liz ac

\d

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-1

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08/17/2018

SHEET NOTES

SITE DEMOLITION PLAN

N

SHEET NOTES

KEY NOTES

REMOVE AND RELOCATE CONCRETE JERSEY BARRIER. COORDINATE

WITH GOVERNMENT ON LOCATION FOR RELOCATED BARRIERS.

REMOVE UNDERGROUND COMMUNICATION LINE

REMOVE ASPHALT PAVEMENT/CONCRETE CURB & GUTTER

CD-101

R. CROWLEY

R. CROWLEY

D. DEIBLE

1" = 30'

IAINNFCOQUEIAEE NTSCI

GEO

GRAPH I A E PE NE TR

AM

US

A I R

N A T I O N A L G U A R

D

C I V I L

E N G I N E E R

I N G

FJRP

159062

145TH AIRLIFT WING

NORTH CAROLINA AIR NATIONAL GUARD

CHARLOTTE-DOUGLAS IAP, NORTH CAROLINA

SCALE

DESIGNED BY

REVIEWED BY

DATE

AE PROJ. NO.

DRAWN BY

SHEET

PROJECT NO.

NCANG CIVIL ENGINEERING

INITIALDESCRIPTIONDATEREV

CHARLOTTE-DOUGLAS IAP CHARLOTTE, NORTH CAROLINA

F6W71900

54321

D C

B A

/1

6/

1:

:4

PM

C :\p w w or ki ng \g bn a\ m el liz ac

\d

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D -1

.d w g

08/17/2018

LIMITS OF DISTURBANCE

EXISTING SHED TO BE REMOVED BY GOVERNMENT (N.I.C)

6 REMOVE TRENCH DRAIN

7 REMOVE DRAINAGE INLET

8 REMOVE SIGN

9 REMOVE 12" DIP STORM SEWER

10 LOW PROFILE BARRICADE. (SEE NOTE 3)

11 REMOVE RIGID CONCRETE WITH 2" ASPHALT OVERLAY

PAVEMENT

12 REMOVE EXISTING JACK/TESTER BASE

0 50 100

OVERALL SITE LAYOUT PLAN

N

SHEET NOTES

LEGEND

CS-100

R. CROWLEY

R. CROWLEY

D. DEIBLE

1" = 50'

BUILDING FOOTPRINT

RIGID CONCRETE AIRCRAFT APRON

RIGID CONCRETE PAVEMENT/SIDEWALK

HEAVY DUTY ASPHALT PAVEMENT

STANDARD DUTY ASPHALT PAVEMENT

IAINNFCOQUEIAEE NTSCI

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FJRP

159062

145TH AIRLIFT WING

NORTH CAROLINA AIR NATIONAL GUARD

CHARLOTTE-DOUGLAS IAP, NORTH CAROLINA

SCALE

DESIGNED BY

REVIEWED BY

DATE

AE PROJ. NO.

DRAWN BY

SHEET

PROJECT NO.

NCANG CIVIL ENGINEERING

INITIALDESCRIPTIONDATEREV

CHARLOTTE-DOUGLAS IAP CHARLOTTE, NORTH CAROLINA

F6W71900

54321

D C

B A

/1

6/

1:

:4

PM

C :\p w w or ki ng \g bn a\ m el liz ac

\d

1\ C

S-

0.

dw g

SITE LAYOUT PLAN

N

KEY NOTES

STANDARD DUTY ASPHALT PAVEMENT. SEE DETAIL 6 ON SHEET C-501.

HEAVY DUTY ASPHALT PAVEMENT. SEE DETAIL 1 ON SHEET C-501.

CONCRETE SIDEWALK. SEE DETAIL 3 ON SHEET C-501.

RIGID CONCRETE PAVEMENT. SEE DETAIL 2 ON SHEET C-501.

RIGID CONCRETE AIRCRAFT APRON. SEE DETAIL 7 ON SHEET C-501.

SURFACE MOUNTED VEHICLE BARRIER PROVIDED BY THE

GOVERNMENT.

7 FT HIGH CHAIN LINK FENCE WITH 1' OUTRIGGER. SEE DETAIL 4 ON SHEET

C-501. [REFER TO SHEET NOTE 8.]

25' WIDE CANTILEVERED SLIDING GATE. SEE DETAIL 8 ON SHEET C-501.

[REFER TO SHEET NOTE 9.]

6" HIGH CONCRETE CURB & GUTTER. SEE DETAIL 1 ON SHEET C-502.

NOT USED

LEGEND

CS-101

R. CROWLEY

R. CROWLEY

D. DEIBLE

1" = 30'

BUILDING FOOTPRINT

RIGID CONCRETE AIRCRAFT APRON

RIGID CONCRETE PAVEMENT/SIDEWALK

HEAVY DUTY ASPHALT PAVEMENT

STANDARD DUTY ASPHALT PAVEMENT

IAINNFCOQUEIAEE NTSCI

G

EOGR APH I A E PENE T R

AM

US

A I R

N A T I O N A L G U A R

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C I V

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FJRP

159062

145TH AIRLIFT WING

NORTH CAROLINA AIR NATIONAL GUARD

CHARLOTTE-DOUGLAS IAP, NORTH CAROLINA

SCALE

DESIGNED BY

REVIEWED BY

DATE

AE PROJ. NO.

DRAWN BY

SHEET

PROJECT NO.

NCANG CIVIL ENGINEERING

INITIALDESCRIPTIONDATEREV

CHARLOTTE-DOUGLAS IAP CHARLOTTE, NORTH CAROLINA

F6W71900

54321

D C

B A

/1

6/

1:

:4

PM

C :\p w w or ki ng \g bn a\ m el liz ac

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S-

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08/17/2018

SHEET NOTES

11 STOP SIGN

NO PARKING SIGN. SIGNS SHALL BE SPACED AT 100 FEET ON

CENTER ALONG HERCULES BLVD.

13 NOT USED

BUILDING COORDINATE TABLE

ID DESCRIPTION NORTHING EASTING

A HANGAR SOUTHWEST BLDG CORNER 538,805.79 1,423,690.12

B HANGAR NORTHEAST BLDG CORNER 539,035.51 1,423,949.22

E PUMP HOUSE NORTHWEST CORNER 538,829.41 1,423,580.32

F PUMP HOUSE SOUTHEAST CORNER 538,820.59 1,423,628.92

14 ADA ACCESSIBLE CURB RAMP. REFER TO DETAIL 5 ON SHEET C502.

OPTIONAL LINE ITEM:

1. THE INSTALLATION OF A 7'-0" HIGH FENCE CONSISTING OF A

3'-0" HIGH CAST IN PLACE CONCRETE KNEE WALL WITH A 4'-0"

HIGH AT/FP COMPLIANT ORNAMENTAL FENCE ABOVE. SEE

DETAILS ON SHEET C-504.

2. THE 7'-0" HIGH CHAIN LINK FENCE SHALL BE PROVIDED AS

PART OF THE BASE BID.

JOINT LAYOUT PLAN

N

SHEET NOTES

LEGEND

CS-102

R. CROWLEY

R. CROWLEY

D. DEIBLE

1" = 30'

IAINNFCOQUEIAEE NTSCI

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FJRP

159062

145TH AIRLIFT WING

NORTH CAROLINA AIR NATIONAL GUARD

CHARLOTTE-DOUGLAS IAP, NORTH CAROLINA

SCALE

DESIGNED BY

REVIEWED BY

DATE

AE PROJ. NO.

DRAWN BY

SHEET

PROJECT NO.

NCANG CIVIL ENGINEERING

INITIALDESCRIPTIONDATEREV

CHARLOTTE-DOUGLAS IAP CHARLOTTE, NORTH CAROLINA

F6W71900

54321

D C

B A

/1

6/

1:

:4

PM

C :\p w w or ki ng \g bn a\ m el liz ac

\d

1\ C

S-

2.

dw g

0 10 20

ENLARGED SITE LAYOUT PLAN

N

KEY NOTES

STANDARD DUTY ASPHALT PAVEMENT. SEE DETAIL 6 ON SHEET C-501.

CONCRETE SIDEWALK. SEE DETAIL 3 ON SHEET C-501.

RIGID CONCRETE PAVEMENT. SEE DETAIL 2 ON SHEET C-501.

6" HIGH CONCRETE CURB & GUTTER. SEE DETAIL 1 ON SHEET C-502.

LEGEND

CS-401

R. CROWLEY

R. CROWLEY

D. DEIBLE

1" = 10'

BUILDING FOOTPRINT

RIGID CONCRETE PAVEMENT/SIDEWALK

IAINNFCOQUEIAEE NTSCI

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FJRP

159062

145TH AIRLIFT WING

NORTH CAROLINA AIR NATIONAL GUARD

CHARLOTTE-DOUGLAS IAP, NORTH CAROLINA

SCALE

DESIGNED BY

REVIEWED BY

DATE

AE…