Solicitation_Attachment_3_-_NCANG_C-17_SIM_B-3_DRAWINGS_Vol1of3_-_Final.pdf

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NORTH CAROLINA AIR NATIONAL GUARD

C-17 FLIGHT SIMULATOR TRAINING FACILITY

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 3

GENERAL, LIFE SAFETY, CIVIL,

LANDSCAPE, STRUCTURAL

DRAWING INDEX

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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 FLIGHT SIMULATOR TRAINING FACILITY

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G-001

D. FLIPPEN

N. FREY

B. DYSON

GENERAL

DRAWING INDEX

FIRE SUPPRESSION

FX-001 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

FX-100 OVERALL SITE PLAN

FX-111 C-17 FLIGHT SIMULATOR FLOOR PLAN

FX-501 DETAILS

FX-502 ENLARGED PLANS AND DETAILS

FIRE ALARM

FA-001 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

FA-111 C-17 FLIGHT SIMULATOR FLOOR PLANS

FA-501 DETAILS AND RISER DIAGRAM

FA-503 SIM BUILDING MATRICES OF OPERATION

ELECTRICAL

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

ED101 C-17 FLIGHT SIMULATOR ELECTRICAL SITE DEMOLITION PLAN

ES111 C-17 FLIGHT SIMULATOR ELECTRICAL SITE PLAN

EL111 C-17 FLIGHT SIMULATOR LIGHTING PLANS

EP111 C-17 FLIGHT SIMULATOR POWER PLANS

EG111 C-17 FLIGHT SIMULATOR GROUNDING AND LIGHTNING PROTECTION PLAN

E-411 C-17 SIMULATOR BUILDING ENLARGED PLANS

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-504 ELECTRICAL DETAILS

E-611 C-17 FLIGHT SIMULATOR - ELECTRICAL SINGLE LINE DIAGRAM

E-612 C-17 FLIGHT SIMULATOR ELECTRICAL GROUNDING RISER DIAGRAM

E-701 LIGHTING FIXTURE SCHEDULE

E-702 FEEDER SCHEDULE

E-714 C-17 FLIGHT SIMULATOR PANEL SCHEDULES

E-715 C-17 FLIGHT SIMULATOR 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-111 TELECOM C-17 FLIGHT SIMULATOR TELECOM PLANS

T-211 TELECOM RACK ELEVATIONS

T-212 CONDUIT ELEVATIONS

T-411 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-611 TELECOM ONE-LINE DIAGRAMS

T-612 SECURITY ONE LINE DIAGRAMS

ARCHITECTURAL

A-001 GENERAL NOTES

A-111 C-17 FLIGHT SIMULATOR FLOOR PLANS

A-131 C-17 FLIGHT SIMULATOR REFLECTED CEILING PLANS

A-151 C-17 FLIGHT SIMULATOR ROOF PLAN

A-211 C-17 FLIGHT SIMULATOR EXTERIOR ELEVATIONS

A-311 C-17 FLIGHT SIMULATOR BUILDING SECTIONS

A-411 C-17 FLIGHT SIMULATOR ENLARGED PLANS AND INTERIOR ELEVATIONS

A-422 C-17 FLIGHT SIMULATOR ENLARGED STAIR PLAN, SECTION, AND DETAILS

A-423 C-17 FLIGHT SIMULATOR LADDER DETAILS

A-504 C-17 FLIGHT SIMULATOR EXTERIOR WALL SECTIONS

A-505 C-17 FLIGHT SIMULATOR EXTERIOR WALL SECTIONS

A-511 EXTERIOR WALL DETAILS

A-531 EXTERIOR DETAILS

A-532 EXTERIOR DETAILS

A-571 INTERIOR DETAILS

A-572 INTERIOR DETAILS

A-573 INTERIOR DETAILS

A-601 MATERIAL LEGEND

A-602 ROOM FINISH AND DOOR SCHEDULES

A-606 WINDOW AND STRUCTURED POLYCARBONATE WALL PANEL TYPES

A-701 PARTITION TYPES

A-702 DOOR DETAILS

A-703 DOOR DETAILS

A-705 STOREFRONT AND CURTAINWALL DETAILS

A-706 LOUVER TYPES AND DETAILS

A-711 TYPICAL PARTITION DETAILS

EQUIPMENT

Q-111 C-17 FLIGHT SIMULATOR FLOOR PLAN, SECTIONS, AND EQUIPMENT SCHEDULE

MECHANICAL

M-001 HVAC GENERAL NOTES, LEGENDS, AND ABBREVIATIONS

M-111 C-17 FLIGHT SIMULATOR HVAC PLANS

M-151 C-17 FLIGHT SIMULATOR HVAC ROOF PLAN

M-311 C-17 FLIGHT SIMULATOR HVAC SECTIONS

M-501 HVAC DETAILS

M-502 HVAC DETAILS

M-603 C-17 FLIGHT SIMULATOR HVAC SCHEDULES

M-701 HVAC CONTROL DIAGRAMS

M-702 HVAC BAS POINT FUNCTION SCHEDULE

PLUMBING

P-001 PLUMBING GENERAL NOTES, LEGEND, AND ABBREVIATIONS

P-121 C-17 FLIGHT SIMULATOR SANITARY PIPING PLAN

P-122 C-17 FLIGHT SIMULATOR WATER AND GAS PIPING PLAN

P-401 C-17 FLIGHT SIMULATOR ENLARGED PLANS

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-905 C-17 FLIGHT SIMULATOR SANITARY RISER DIAGRAM

P-906 C-17 FLIGHT SIMULATOR DOMESTIC WATER AND GAS PIPING RISER DIAGRAM

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-111 C-17 FLIGHT SIMULATOR LIFE SAFETY 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

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

C-501 CONSTRUCTION DETAILS

C-502 CONSTRUCTION DETAILS

C-503 CONSTRUCTION DETAILS

C-504 CONSTRUCTION DETAILS

C-505 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 FLIGHT SIMULATOR OVERALL FOUNDATION PLAN

S-111 C-17 FLIGHT SIMULATOR FOUNDATION PLAN

S-121 C-17 SIMULATOR - OVERALL ROOF FRAMING PLAN

S-131 C-17 FLIGHT SIMULATOR EQUIPMENT PLATFORM & ROOF FRAMING PLANS

S-213 C-17 FLIGHT SIMULATOR BRACED FRAME AND GIRT ELEVATIONS

S-214 C-17 FLIGHT SIMULATOR CMU WALL ELEVATIONS

S-215 C-17 FLIGHT SIMULATOR CMU WALL ELEVATIONS

S-501 TYPICAL DETAILS

S-502 TYPICAL DETAILS

S-503 TYPICAL DETAILS

S-504 TYPICAL DETAILS

S-505 TYPICAL DETAILS

S-512 SECTIONS & DETAILS

S-524 SECTIONS & DETAILS

S-525 SECTIONS & DETAILS

S-526 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-111.

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 FLIGHT

SIMULATOR FACILITY BUILDING.

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 SIMULATOR

NOT TO SCALE

PROJECT LOCATION

OPTIONAL LINE ITEMS (OLI) GENERAL NOTES

1. FLIGHT SIMULATOR BUILDING CRANE - REFER TO Q-111 FOR INFORMATION

2. DEMOUNTABLE PARTITIONS - REFER TO B1 / A-111 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 FLIGHT SIMULATOR TRAINING FACILITY

54321

D C

B A

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

/8

/2

:5

:1

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

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C

F lig h t S im u la to r

A

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G-002

D. FLIPPEN

N. FREY

B. DYSON

GENERAL

NOTES, ABBREVIATIONS,

AND SYMBOLS

N

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

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)

SIMULATOR BUILDING CODE & LIFE SAFETY ANALYSIS

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)

- NFPA 101, LIFE SAFETY CODE (2015 EDITION)

- ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS (2015 EDITION)

- ANSI A117.1 (2009 EDITION)

BUILDING CONSTRUCTION TYPE

II-B (NCBC 602.2)

OCCUPANCY GROUP CLASSIFICATION

BUSINESS (B) AND STORAGE (S-2) (NCBC 304.1 AND 311.3)

ALLOWABLE BUILDING HEIGHT AND NUMBER OF STORIES

ALLOWABLE HEIGHT: 75 FT (NCBC SECTION 504.1 AND TABLE 503)

ACTUAL HEIGHT: 50 FT

ALLOWABLE STORIES: 4 (FULLY SPRINKLERED B BUILDING PER NCBC SECTION 504.2 AND TABLE 503)

ACTUAL STORIES: 1

ALLOWABLE BUILDING AREA

ALLOWABLE AREA: 92,000 SQFT (NCBC TABLE 503)

ACTUAL AREA: 9,990 SQFT

BUILDING ELEMENT FIRE RESISTANCE RATINGS

SEPARATION OF HAZARDOUS SPACES

THE WALLS SURROUNDING ROOMS CONTAINING FIRE PUMPS AND FIRE SUPPRESSION

EQUIPMENT SHALL HAVE A MINIMUM FIRE RESISTANCE RATING OF 1 HOUR (NCBC

TABLE 508.2.5).

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.

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

DEAD-ENDTRAVEL DISTANCE COMMON PATH

100 FT 50 FT

SIMULATOR BUILDING OCCUPANT LOAD CALCULATIONS

OCCUPANT LOAD

TOTAL FLOOR AREA: 9,990 SQFT

TOTAL FIRST FLOOR NON-BUSINESS USE AREA: 1,619 SQFT

TOTAL MECHANICAL MEZZANINE FLOOR AREA: 1,500 SQFT

TOTAL BUSINESS USE AREA: 8,371 SQFT

BUSINESS OCCUPANT LOAD FACTOR: 100 GROSS SQFT PER OCCUPANT

BUSINESS OCCUPANT LOAD: 84 PERS

TOTAL OCCUPANT LOAD: 162 PERS

MEANS OF EGRESS CAPACITY AND EXITS

FOUR EXIT DOORS ARE PROVIDED WITH A CLEAR WIDTH OF 70 IN.

TOTAL EXIT CAPACITY: 1400 PERS

FE

STORAGE 400 FT 100 FT 100 FT

XX

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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 FLIGHT SIMULATOR TRAINING FACILITY

54321

D C

B A

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J.BEALS

M.OWENS

J.McLAUGHLIN

LIFE SAFETY GENERAL NOTES,

SYMBOLS, AND ABBREVIATIONS

SIMULATION BUILDING LIFE SAFETY OCCUPANT DATA

Number Name Area Occupant Load Factor Occupant Load

S109 JANITOR 37 SF 500 1

S111 MULTI-PURPOSE ROOM 602 SF 15 41

S112 TER 137 SF 500 1

S115 BRIEFING ROOM 134 SF 15 10

S117 CLASSIFIED BRIEFING 138 SF 15 10

S118 CLASSIFIED BRIEFING 133 SF 15 10

S123 HIGH VALUE STORAGE 284 SF 500 1

S126 FIRE PUMP ROOM 148 SF 500 1

S201 MECHANICAL / ELECTRICAL 1500 SF 500 3

H

ER

C U

LE

S

BL

VD

AS

PH

AL

T

PA

VE

M

EN

T

BLDG

BLDG 52

BLDG 66

BLDG 65

C-17 CORROSION

CONTROL & FUEL CELL

HANGAR

EXISTING

PUMP

HOUSE

FLIGHT

SIMULATOR

FACILITY154' - 7"

4 5 /8"

120' - 0 1/2"

EXISTING

WATER

TANK

EXISTING

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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 FLIGHT SIMULATOR TRAINING FACILITY

54321

D C

B A

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

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LS-002

J.BEALS

M.OWENS

J.McLAUGHLIN

CODE COMPLIANCE SITE PLAN

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

MECHANICAL /

ELECTRICAL

S201

TD=72

WEAPON SYSTEM

TRAINER BAY

S127

FIRE RISER

ROOM

S126 WEAPON SYSTEM

COMPUTER

ROOM

S124 MAINTENANCE

WORKROOM

S121

HIGH VALUE

STORAGE

S123

TD=112

CP=53

CP=61

TD

=9

0.2

0.2

0.2

0.2

TER

S112

MEN

S110

JANITOR

S109

SITE MANAGER

S106ADMIN /

INSTRUCTORS

S105

VTRAT

S119

LOADMASTER

STATION

S129

CLASSIFIED

BRIEFING

S118

B-CER

S128

CLASSIFIED

BRIEFING

S117

VESTIBULE

S101

MULTI-PURPOSE

ROOM

S111

WOMEN

S108

BRIEFING ROOM

S115

VTRAT

S119

HIGH VALUE

STORAGE

S123

CBT LEARNING

CENTER

S107B-CER

S128

WEAPON SYSTEM

COMPUTER

ROOM

S124

LOBBY

S102

CORRIDOR

S103

SECURITY CHECK

POINT

S116

TD

=9

3 7 7

FE

FE

FE

FE

FLOOR PLAN KEYED NOTES

IAINNFCOQUEIAEENTSCI

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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 FLIGHT SIMULATOR TRAINING FACILITY

54321

D C

B A

08/17/2018As indicated

8/ 7/

:2

6:

P M

BI

M

U

S

- N or th

C ar ol in a Ai r N at io na l G ua rd /N

C

AN

G

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F lig ht S im ul at or

FI

R E_

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LS-111

J.BEALS

M.OWENS

J.McLAUGHLIN

LIFE SAFETY

C-17 FLIGHT SIMULATOR

FLOOR PLAN

1/8" = 1'-0"C1 FLOOR PLAN - MECHANICAL EQUIPMENT PLATFORM

1/8" = 1'-0"A1 FLOOR PLAN - SIMULATOR

1/8" = 1'-0"

24'4' 8' 16'

1 LOCATION OF BUILDING KNOX BOX.

2 LOCATION OF BUILDING FIRE DEPARTMENT CONNECTION.

3 OCCUPANT LOAD INCLUDES OCCUPANTS FROM MEZZANINE.

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

CONCRETE CURB AND GUTTER

RIGID CONCRETE PAVEMENT/SIDEWALK

STANDARD DUTY ASPHALT PAVEMENT

ADA CURB RAMP

EXISTING 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.

RTI REGIONAL TRAINING INSTITUTE

EXISTING BUILDING DEMOLITION

TREE 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

EXISTING 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.

C-001

A. WILLIAMSON

R. CROWLEY

D. DEIBLE

NTS

EXISTING 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

BOLLARD

TP

TREE PROTECTION

SS

RIGID CONCRETE WITH 2" ASPHALT

OVERLAY PAVEMENT REMOVAL

ELECTRICAL MANHOLEE

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

-0

-S

IM

.d w g

08/17/2018

EXISTING RIGID CONCRETE AIRCRAFT APRON

EXISTING SIGN

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

CONSTRUCTION PLAN

C-002 1"=50'

D. DEIBLE

R. CROWLEY

R. CROWLEY

IAINNFCOQUEIAEE NTSCI

GEO

GR AP H I AE PENE T R

AM

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A I R

N A T I O N A L

GU AR

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C I V I L

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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

1\ C

-0

-S

IM

.d w g

08/17/2018

0 30 60

EXISTING CONDITIONS PLAN

N

C-101

S. LEARN

R. CROWLEY

D. DEIBLE

1" = 30'

SHEET NOTES

IAINNFCOQUEIAEE NTSCI

GEO

GR APH I A E PENE T R

AM

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N A T I O N A L

G U AR

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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

-1

-S

IM

.d w

SITE DEMOLITION PLAN

N

KEY NOTES

REMOVE RIGID CONCRETE PAVEMENT

REMOVE ASPHALT PAVEMENT/CONCRETE CURB & GUTTER

CD-101

R. CROWLEY

R. CROWLEY

D. DEIBLE

1" = 30'

LIMITS OF DISTURBANCE

REMOVE LIGHT POLE & RETURN LIGHT FIXTURE TO THE GOVERNMENT

REMOVE TREE

REMOVE PAVEMENT STRIPING

REMOVE ELECTRICAL SITE LIGHTING CONDUIT

REMOVE WATER LINE

REMOVE DRAINAGE INLET

REMOVE 12" RCP STORM SEWER

IAINNFCOQUEIAEE NTSCI

GEO GR APH I A E PE NET R 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

1\ C

D -1

-S

IM

.d w

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 PAVEMENT/SIDEWALK

STANDARD DUTY ASPHALT PAVEMENT

IAINNFCOQUEIAEE NTSCI

GEOGR AP H I AE P ENE T R AM

U S

A I R

N A T I O N A L

GU AR

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

1\ C

S-

-S

IM

.d w

SITE LAYOUT PLAN

N

KEY NOTES

STANDARD DUTY ASPHALT PAVEMENT. SEE DETAIL 4 ON SHEET C-501.

CONCRETE SIDEWALK. SEE DETAIL 2 ON SHEET C-501.

RIGID CONCRETE PAVEMENT. SEE DETAIL 1 ON SHEET C-501.

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

LEGEND

CS-101

R. CROWLEY

R. CROWLEY

D. DEIBLE

1" = 30'

BUILDING FOOTPRINT

RIGID CONCRETE PAVEMENT/SIDEWALK

STANDARD DUTY ASPHALT PAVEMENT

SHEET NOTES

BUILDING COORDINATE TABLE

ID DESCRIPTION NORTHING EASTING

C SIM FACILITY SOUTHWEST CORNER 539,011.23 1,424,092.72

D SIM FACILITY NORTHEAST CORNER 539,082.76 1,424,220.11

G UTILITY PAD NORTHEAST CORNER 539,093.52 1,449,923.63

5'x5' CONCRETE LANDING. REFER TO DETAIL 7 ON SHEET C502

CONCRETE STAIRS. REFER TO DETAIL 3 ON SHEET C502

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

UNEVEN GRADE CONCRETE UTILITY PAD. REFER TO DETAIL 1 ON

SHEET C505.

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.

IAINNFCOQUEIAEE NTSCI

GEOGR APH I AE PENE T R AM

US

A I R

N A T I O N A L

GU AR

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

1\ C

S-

-S

IM

.d w

SITE GRADING & DRAINAGE PLAN

N

SHEET NOTES

KEY NOTES

DRAINAGE STRUCTURE SCHEDULE

1. PROVIDE 90° VERTICAL BENDS 24-INCHES BELOW GRADE AND

CONNECT TO CAST IRON DOWNSPOUT BOOT. PROVIDE TRANSITION

FITTING TO CONNECT PVC PIPE TO CAST IRON BOOT. REFER TO

ARCHITECTURAL PLANS FOR DOWNSPOUT LOCATIONS.

2. BRANCH LINES CONNECTING TO DOWNSPOUTS SHALL BE 8-INCH PVC

SLOPED AT 0.50% MINIMUM, UNLESS NOTED OTHERWISE. CONNECT AT

24 INCHES BELOW FINISHED GRADE AND INSTALL AN IN-LINE CLEANOUT

5 FEET FROM BUILDING ON THE BRANCH LINE.

3. ALL HORIZONTAL BENDS ON PVC STORM SEWER PIPING SHALL BE 45°,

UNLESS NOTED OTHERWISE.

4. MEET EXISTING PAVEMENT IN LINE AND AT GRADE.

CG-101

S. LEARN

R. CROWLEY

D. DEIBLE

1" = 30'

0 30 60

STRUCTURE ID

STMH 5

DI 11

DI 12

DETAIL REF.

1/C503

7/C504

10/C503

RIM ELEV.

701.07

702.75

703.60

INVERT IN

697.50

699.80

698.90

INVERT OUT

697.40

699.70

698.80

FLARED END SECTION. SEE DETAIL 6 ON SHEET C504

NYLOPLAST 24" DIAM. DRAIN BASIN. SEE DETAIL 7 ON SHEET C504

EXTEND RIP RAP DOWN TO TOE OF SLOPE

5 LF 8" PVC (TYP OF 3) CONNECT ROOF DRAIN TO STORM DRAIN.

SEE SHEET NOTE 1.

12 LF 8" PVC (TYP OF 2) CONNECT ROOF DRAIN TO STORM DRAIN.

SEE SHEET NOTE 1.

IAINNFCOQUEIAEE NTSCI

GEO

GR APH I A E P ENE T RAM

U S

A I R

N A T I O N A L

GU AR

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

1\ C

G -1

-S

IM

.d w g

EROSION AND SEDIMENT CONTROL PLAN - PHASE I

N

KEY NOTES

CG-111

A. WILLIAMSON

A. WILLIAMSON

D. DEIBLE

1"=30'

1 CONSTRUCTION ENTRANCE. SEE DETAIL 4 ON SHEET CG-502.

2 BLOCK AND GRAVEL INLET PROTECTION. SEE DETAIL 5 ON SHEET

CG-502

3 LIMITS OF DISTURBANCE

TREE PROTECTION. SEE DETAIL 3 ON SHEET CG-5024

IAINNFCOQUEIAEE NTSCI

G

EO

GR APH I A E P ENE T R

AM

U S

A I R

N A T I O N A L

GU AR

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

1\ C

G -1

-S

IM

-U

SE

.d w

EROSION AND SEDIMENT CONTROL PLAN - PHASE II

N

SHEET NOTES

KEY NOTES

LIMITS OF DISTURBANCE

1. PHASE 1 EROSION AND SEDIMENT CONTROL MEASURES SHALL REMAIN

UNTIL AREA UPSTREAM IS STABILIZED OR REMOVAL IS APPROVED BY

INSPECTOR.

CG-121

A. WILLIAMSON

A. WILLIAMSON

D. DEIBLE

1"=30'

2 SILT FENCE. SEE DETAIL 1 ON SHEET CG502

3 OUTLET PROTECTION. SEE DETAIL 6 ON SHEET CG502

4 CONSTRUCTION ENTRANCE. SEE DETAIL 4 ON SHEET CG502

5 BLOCK AND GRAVEL INLET PROTECTION. SEE DETAIL 5 ON SHEET CG502

6 HARDWARE CLOTH AND GRAVEL INLET PROTECTION. SEE DETAIL

2 ON SHEET CG502

6 HARDWARE CLOTH AND GRAVEL INLET PROTECTION. SEE DETAIL

2 ON SHEET CG502

IAINNFCOQUEIAEE NTSCI

GEOGR APH I A E PENE T R AM

US

A I R

N A T I O N A L

G U AR

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

1\ C

G -1

-S

IM

.d w

TEMPORARY SEEDING SPECIFICATION

PERMANENT SEEDING SPECIFICATION

MULCH SPECIFICATION

CG-501

S. LEARN

R. CROWLEY

D. DEIBLE

NTS

IAINNFCOQUEIAEE NTSCI

GEOGR APH I A E P ENE T RAM

U S

A I R

N A T I O N A L

GU 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

1\ C

G -5

-S

IM

.d w

SEDIMENT FENCE DETAIL 2

HARDWARE CLOTH & GRAVEL INLET PROTECTION 5

BLOCK & GRAVEL INLET PROTECTION

CONSTRUCTION ENTRANCE

CG-502

S. LEARN

M. STRASBURG

D. DEIBLE

NTS

TREE PROTECTION

OUTLET PROTECTION

NOTES:

1. La IS THE LENGTH OF THE RIPRAP WHICH IS 24 FEET.

2. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS

THAN 6".

3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED

BETWEEN THE RIPRAP AND SOIL FOUNDATION.

4. EXTEND RIPRAP TO TOE OF SLOPE

3' 12'

24'

IAINNFCOQUEIAEE NTSCI

GEO GR APH I A E PE NET R 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

1\ C

G -5

-S

IM

.d w

GRASSED SLOPE

U G

E U

G E

UGE

U G

E U

G E

UGE

UGE

UGE

UGE

UGEUGEUGEUGEUGE

WWWWWWWWWW

W W

W W

W W

W W

W

W

W W

W W

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E

U G

E

U G

E

U G

E

U G

E

U G

E U

G E

U G

E

U G

E U

G E

UGE

UGE

U G

E

U G

E

U G

E

U G

E

GAS

GAS

GASGAS

GAS

GAS

GAS

GAS

GAS

GAS

G

AS

G

AS

G

A S

G

AS

G

AS

G

AS

G

AS

G A

S G

A S

G

AS

G

AS

G

AS

GAS

GAS

GAS

GAS

G

AS

G

AS

GAS

W

W

W

W

W

W

W

W

W

W W W W W W W W W W W W W W W W W

W

W

W

W

W W

W W

W W

W W

W W

W W

W

W W

G E

N

TXF

STEPS

GRASSED SLOPE

ASPHALT

LOT

18"

STD

C& G

CONC SIDEWALK

BLDG

PEDGA

BIO

N

BAS

KET

S

CONC

DITCH

FH

FH

CONC

CONC

RAMP

TRENCH

DRAIN

CONC

RET W

ALL

ASPHALT

LOT

"R

C P

ASPHALT

ASPHALT

CONC

CONC

MWELL

GRASSED SLOPE

TXF

TXF

TXF

5' CONC WALK

CONC WALK

CONC W

ALK

CROSSWALK

CO

CO

CO

CO

COCO

CO

CO

CO

CO

CO

FH

BFPB

FP

FH

TANK

C R

O S

S W

A

LK

H E

R C

U

LE

S B

LV

D

{A S

P H

A

LT

P A

V E

M E

N T}

15"DIP

UNK SIZE

"U

K N

24"UKN

CONTAINER

"D

IP

"D

IP

W

4' CON

C WALK

BLDG 52

DIESEL TANK

BLDG 66

BLDG 65

BLDG 51

24"RCP

12"D

IP

JERSEY BARRIERS (TYP)

N:539157.21 E:1423934.77 Z:725.94

N:538908.87 E:1423506.88 Z:730.37

N:538727.23 E:1424021.29

Z:726.43

CONTROL PT 6

CONTROL PT 7

CONTROL PT 5

"D

IP

12" DIP PER PLAN;

NOT FIELD VERIFIED12

" L

IN

E P

E R

P

LA

N

N O

T

FI

E

LD

V E

R

IF

IE

D

" D

IP

P

E R

P

LA

N

N O

T

FI

E

LD

V E

R

IF

IE

D

CONC

W

W

W W W W W

W

U G

E

U G

E

U G

E

U G

E

U G

E

U G

E

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

U G

E U

G E

U G

E

U G

E

U G

E

U G

E

U G

E U

G E

U G

E U

G E

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

15"RCP

12"RCP

U G

E U

G E

U G

E

UKN SIZE

EXISTING C-17

CORROSION CONTROL &

FUEL CELL HANGAR

EXISTING

HANGAR

S

W

G G G G G

G G G G G G

SS

S

S

S

S

SS

SS

S

W W

W

W

W

W

W

W

SS

S

W S

W

G G

G G

EU EU

EU

E

C

CU

EU

EU

EU

C

CU

CU C

CU

C

E

W

FLIGHT

SIMULATOR

FACILITY

SSMH 1

SD SD

SD

SD

D

SD

SD

D

SD

D

SD

SD

SD

D

SD

S

D S

D

SD

SD

SD

SD

SD

SD

D

D

D

D

D

D

D

CHH0A

CMH-0

0 30 60 A1

SITE UTILITY PLAN

N

KEY NOTES

CONNECT TO EXISTING WATER MAIN WITH AN 8" TAPPING

SLEEVE AND VALVE

8" X 6" TEE W/ (1) 8" VALVE AND (1) 6" VALVE

FIRE HYDRANT ASSEMBLY W/ 8 LF 6" DIP WATER LINE. REFER TO

DETAIL 3 ON SHEET C-503

153 LF 8" DIP WATER LINE

CU-101

CIVIL

SITE UTILITY PLAN

R. CROWLEY

R. CROWLEY

D. DEIBLE

1" = 30'

5 REFER TO PLUMBING PLANS FOR CONTINUATION

6 INVERT = 700.48. REFER TO PLUMBING PLANS FOR CONTINUATION

7 111 LF 8" PVC SANITARY SEWER SLOPE @ 0.5%

8 CONNECT TO EXISTING SANITARY SEWER WITH A DOGHOUSE

MANHOLE. REFER TO DETAIL 2 ON SHEET C-503

9 PAD MOUNTED TRANSFORMER. REFER TO ELECTRICAL PLANS

SHEET NOTES

1. CONSTRUCT ALL SANITARY AND STORM SEWERS BEGINNING AT THE MOST DOWNSTREAM LOCATION AND CONSTRUCT

UPSTREAM.

2. PROVIDE NECESSARY ADAPTERS TO TRANSITION FROM DIFFERENT PIPE SIZES AND MATERIALS SHOWN ON PLUMBING & FIRE SUPPRESSION PLANS, TO PIPE SIZES AND MATERIALS SHOWN ON THE SITE UTILITY PLAN.

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

4. PROVIDE A MINIMUM 36 INCHES COVER OVER ALL WATER MAIN.

5. SANITARY SEWER LINES AND WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 10 FEET HORIZONTAL

SEPARATION. THE WATER MAIN SHALL BE INSTALLED A MINIMUM OF 18 INCHES 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 FEET ON EITHER SIDE OF THE WATER MAIN. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHALL BE LOCATED SO

BOTH JOINTS WILL BE AS FAR FROM THE WATER MAIN AS POSSIBLE.

6. PROVIDE 45° VERTICAL BENDS TO ROUTE WATER LINES BENEATH OTHER UTILITIES WHERE THERE IS A CONFLICT.

7. REROUTE AND RELOCATE ANY EXISTING UTILITIES IMPACTED BY CONSTRUCTION TO MAINTAIN PROPER COVER AND

SERVICE OF EXISTING UTILITIES UPON ESTABLISHMENT OF FINAL GRADE.

8. 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, NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY, PRIOR TO PROCEEDING WITH ANY FURTHER

CONSTRUCTION.

9. REFER TO ELECTRICAL PLANS FOR INFORMATION REGARDING ELECTRICAL LINE SIZES, DUCTBANK DETAILS, AND PAD

MOUNTED TRANSFORMERS.

10. DIG TEST PIT AND FIELD VERIFY LOCATION OF EXISTING 16" WATER LINE. IF FIELD CONDITIONS DIFFER FROM WHAT IS

SHOWN, NOTIFY COR IMMEDIATELY.

11. CONTRACTOR SHALL CONTACT PIEDMONT NATURAL GAS PRIOR TO CONSTRUCTION ACTIVITIES.

SANITARY SEWER DRAINAGE SCHEDULE

STRUCTURE ID

SSMH 1

DETAIL REF.

12/C503

RIM ELEV.

702.30

INVERT IN

697.69 (N)

697.24 (W)

INVERT OUT

697.19

8" CAP ON EXISTING WATER LINE

12 211 LF NATURAL GAS LINE. COORDINATE DESIGN AND INSTALLATION WITH

LOCAL UTILITY PROVIDER.

REFER TO TELECOM PLANS FOR CONTINUATION

17 LF TELECOM DUCTBANK. REFER TO TELECOM PLANS

REFER TO ELECTRICAL PLANS FOR CONTINUATION

CONNECT TO EXISTING COMMUNICATIONS VAULT19

32 LF ELECTRICAL DUCTBANK. REFER TO ELECTRICAL DRAWINGS

103 LF TELECOM DUCTBANK. REFER TO TELECOM PLANS

88 LF TELECOM DUCTBANK. REFER TO TELECOM PLANS

102 LF 8" DIP WATER LINE

263 LF ELECTRICAL DUCTBANK. REFER TO ELECTRICAL DRAWINGS20

CONNECT TO EXISTING GAS MAIN21

IAINNFCOQUEIAEENTSCI

GEOGR APH I A E PENE TR

AM

US

A I R

N A T I O N A L

GU AR

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

REVISIONS

INITIALDESCRIPTIONDATEREV

CHARLOTTE-DOUGLAS IAP CHARLOTTE, NORTH CAROLINA

F6W71900

C-17 FLIGHT SIMULATOR TRAINING FACILITY

54321

D C

B A

/1

6/

:4 9:

P

M C

:\p w w or ki ng

\g bn a\ cr ow le ra \d

1\

C U

-1

S

IM

.d w g

08/17/2018

CORE DRILL AND CONNECT TO EXISTING TELECOM MANHOLE CMH-1.

GROUT OPENING FOR WATERTIGHT CONNECTION.

31 LF TELECOM DUCTBANK. REFER TO TELECOM PLANS.23

TELECOM PULL BOX. REFER TO TELECOM PLANS.24

5 LF TELECOM DUCTBANK. REFER TO TELECOM PLANS.25

CORE DRILL AND CONNECT TO EXISTING TELECOM MANHOLE CMH-0.

GROUT OPENING FOR WATERTIGHT CONNECTION.

CU-201

R. CROWLEY

R. CROWLEY

D. DEIBLE

1" = 30'

0 30 60 0 3 6

HORIZONTAL SCALE VERTICAL SCALE

IAINNFCOQUEIAEE NTSCI

GEO GR APH I A E PE NET R 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

1\ C

U -2

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IM

.d w

CU-202

R. CROWLEY

D. DEIBLE

1" = 30'

0 30 60 0 3 6

HORIZONTAL SCALE VERTICAL SCALE

IAINNFCOQUEIAEE NTSCI

GEO

GR APH I A E P ENE TR

AM

U S

A I R

N A T I O N A L

GU 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

1\ C

U -2

-S

IM

.d w

ST

A

0+

.0

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COMMUNICATIONS DUCTBANK- SIMULATOR FACILITY TO BLDG 72

EL 680.00

EL 685.00

EL 690.00

EL 695.00

EL 700.00

EL 705.00

EL 710.00

EL 680.00

EL 685.00

EL 690.00

EL 695.00

EL 700.00

EL 705.00

EL…