Amend 0007 Technical Summary of Changes.pdf

Solicitation No: W912PM19R0019 Project Number PN 87539

Amendment 0007

TECHNICAL SUMMARY OF CHANGES

A. SPECIFICATIONS:

PROJECT TABLE OF CONTENTS

Replace Project Table of Contents in its entirety.

01 20 00.00 20 – PRICE AND PAYMENT PROCEDURES

Delete existing Page 1 through Page 6 in their entirety.

B. DRAWINGS:

Delete Sheets AD101, AE101, AE502, AE504, AE601, AND G-004 in their entirety and replace with revised enclosed Sheets.

Encls As stated

SOF Operations Facility, SOTF Solicitation No: TBD Fort Bragg, NC Project Number PN 87539

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 05 GENERAL AND SPECIAL PROVISIONS

01 00 60 SECURITY PROCEDURES GUIDE

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.00 37 INDOOR AIR QUALITY (IAQ) MANAGEMENT

01 58 00 PROJECT IDENTIFICATION

01 74 19.00 37 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 10 FACILITY DATA REQUIREMENTS

01 91 00.00 37 COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 16 BLANKET INSULATION

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM FRAMES

08 14 73 SLIDING WOOD DOORS

08 34 97 SCIF DOOR ASSEMBLIES

08 71 00 DOOR HARDWARE

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

PROJECT TABLE OF CONTENTS Page 1

FOUO

****Amendment 0007****

**** Amendment 0007****

**** Amendment 0007****

Solicitation No: W912PM19R0019

09 65 00 RESILIENT FLOORING

09 68 00 CARPETING

09 69 23 LOW-PROFILE ACCESS FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 39 FOLDING PANEL PARTITIONS

10 28 13 TOILET ACCESSORIES

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 07 19.00 40 PLUMBING PIPING INSULATION

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 01 30.41 HVAC SYSTEM CLEANING

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.01 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER

BUILDING CONTROL SYSTEMS

23 73 13.00 40 MODULAR CENTRAL-STATION AIR-HANDLING UNITS

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

25 08 10 UTILITY MONITORING AND CONTROL SYSTEM TESTING

25 10 10 UTILITY MONITORING AND CONTROL SYSTEM (UMCS) FRONT END

AND INTEGRATION

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 16.00 40 PANELBOARDS

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 24 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING

PROJECT TABLE OF CONTENTS Page 2

FOUO

Solicitation No: TBDSolicitation No: W912PM19R0019

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

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****Amendment 0007****

Solicitation No: TBDSolicitation No: W912PM19R0019

H F.5 E

19.6

D C.3 C B A

20.7

21.8

22.7

23.5

D.6

36'-0"

36'-0"10'-0"26'-0"36'-0"

11'-4"

32'-0"31'-7"

CENTERLINE OF

ROOF PEAK

S L

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CENTERLINE OF

ROOF PEAK

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S L

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CHASE

TEL

ELEC

CORR

MECH

AREA NIC

42024201

4220 4220

OFFICE

CORRIDOR

OFFICE

COMM

C O

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I D

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B

E L O

W

6301 6302 6303 6304 6305

AREA NIC AREA NIC AREA NIC

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US Army Corps of Engineers

C A

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G O

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ISSUED FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

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F

AD101

F L

O O

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P

L A

N

D

E M

O L

I T

I O

N

T

F

E R

Y

M

B

E N

N E

T T

T

F

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Y

K

B

R O

D B

E R

A D

D

G N

EXIST SCREEN

WALL BELOW

AD101

FLOOR PLAN - DEMOLITION

1/8" - 1'-0'

PLAN

NORTH

T

R

U

E

N

O

R

T

H

BUILDING KEY PLAN

PROJECT

LOCATION

NOT TO SCALE

DEMOLITION LEGEND

EXISTING TO REMAIN

TEMPORARY CONSTRUCTION &

DUST CONTROL WALL AND CEILING

EXISTING INTERIOR CMU

ASSEMBLY TO BE REMOVED

EXISTING EXTERIOR CMU

ASSEMBLY TO REMAIN

EXISTING METAL STUD & GYP

BD WALLS TO BE REMOVED

EXISTING DOOR & FRAME

ASSEMBLY TO BE REMOVED

GENERAL NOTES:

1. SEE MECHANICAL AND ELECTRICAL SHEETS FOR

THE REMOVAL AND REPLACEMENT OF EQUIPMENT,

PIPING, DEVICES, LIGHTING FIXTURES, ETC.

2. EQUIPMENT AND FIXTURES NOT SHOWN FOR

CLARITY.

3. ALL EXIST DOORS REMOVED DURING DEMOLITION

SHALL BE SALVAGED AND TURNED OVER TO THE

GOV'T, TYP

4. EXIST DEMOUNTABLE WALLS AND FURNITURE TO

BE REMOVED BY THE GOV'T IN THE PROJECT AREA

DEMOLITION NOTES

CUT OPENING IN EXISTING CMU WALL ASSEMBLIES FOR

NEW DOOR & FRAME ASSEMBLY

EXISTING DOOR AND FRAME TO REMAIN AND PREPPED

FOR REFINISHING ON CORRIDOR 4003 SIDE

DEMO EXIST WALL ASSEMBLY FOR PROPOSED 16 GA,

STEEL, CASED OPENING (3'-0"W x 6'-8"H). CONTRACTOR

TO COORDINATE ACTUAL LOCATION W/ THE GOV'T

REMOVE (3) ROWS OF EXIST 1x6 WOOD RAIL COMPLETE, BOTH SIDES OF CORRIDOR (APPROX 500 LF). PATCH

ANCHOR HOLES TO MATCH ADJACENT FINISH PRIOR TO

PAINTING

EXISTING FLOOR FINISH TO REMAIN INTACT.

CONTRACTOR SHALL PROTECT DURING CONSTRUCTION

& CLEAN UPON COMPLETION OF CONSTRUCTION

EXISTING STAIR ASSEMBLY TO REMAIN INTACT AND

ACCESSIBLE FOR THE DURATION OF THE PROJECT

CONTRACTOR SHALL INSTALL A DUST PARTITION IN

LOCATION SHOWN OR AT THE DIRECTION OF THE

CONTRACTING OFFICER'S REPRESENTATIVE

DEMOLISH 6" CMU WALL ASSEMBLY FROM FLOOR TO

ROOF SYSTEM COMPLETE. REFER TO INTERIOR

ELEVATION FOR FURTHER INFO. GRIND SMOOTH

EXISTING REBAR OR ANCHORS THAT REMAIN FLUSH TO

THE SURFACE

DEMOLISH WINDOW ASSEMBLY

EXISTING DEMOUNTABLE WALLS TO BE REMOVED BY

THE GOV'T PRIOR TO CONSTRUCTION

EXISTING DOOR LEAF AND FRAME TO BE REMOVED.

PREP OPENING FOR NEW FRAME, DOOR LEAF, AND

HARDWARE FOR EXITING ONLY

REMOVE EXISTING DOOR & FRAME ASSEMBLY.

PREP OPENING FOR NEW STUD & GWB IN-FILL

CUT OPENINGS IN EXISTING CMU WALL ASSEMBLIES

AS REQ'D FOR MECHANICAL DUCTS, SEE

STRUCTURAL AND MECHANICAL DRAWINGS

REMOVE TOILET PARTITIONS, ACCESSORIES, WALL

AND FLOOR TILE, FIXTURES AND DRAINS COMPLETE.

REMOVE AND MODIFY PIPING AS REQ'D PER PLUMBING

DRAWINGS. PREP EACH RESTROOM FOR NEW FLOOR

DRAINS

STRUCTURAL STEEL FRAMING AS OCCURS BELOW

CONCRETE FLOOR SLAB (ALL FRAMING NOT SHOWN FOR

CLARITY). CONTRACTOR TO VERIFY LOCATIONS OF ALL

FRAMING PRIOR TO ANY DEMOLITION

REMOVE MORTAR BED DOWN TO STRUCTURAL SLAB.

PREP AND FILL DEPRESSED SLAB WITH CEMENTITIOUS

MATERIAL USED FOR PATCHING OF CONCRETE

SURFACES. WORK LEVEL TO SURROUNDING SLAB

ELEVATION

4 4

TYP

AD301

AD301

EXIST OPENING

@ COUNTER

TYP

TYP

TYP

TYP

TYP

TYP

A

M E

N D

M E

M

3/3/2020

H F.5 E

19.6

D C.3 C B A

20.7

21.8

22.7

23.5

D.6

36'-0"

36'-0"10'-0"26'-0"36'-0"

11'-4"

32'-0"31'-7"

CENTERLINE OF

ROOF PEAK

S L

O P

E

F L

O

F

S L

O P

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CENTERLINE OF

ROOF PEAK

S L

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CHASE

AREA NIC

AREA NIC AREA NIC AREA NIC

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C O

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US Army Corps of Engineers

C A

T E

G O

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ISSUED FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

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AE101

FLOOR PLAN - NEW WORK

1/8" - 1'-0'

PLAN

NORTH

T

R

U

E

N

O

R

T

H

BUILDING KEY PLAN

PROJECT

LOCATION

NOT TO SCALE

A1

A3

A1 A1

A1

A2

MECHANICAL

OPS OPEN

OFFICE

VESTIBULE

VESTIBULE

A1

SPT OPEN

OFFICE

OFFICE

CONF

OFFICE

CORRIDOR

C O

R R

I D

O R

CORRIDOR

HOC OPEN

OFFICE

C O

R R

I D

O R

CORRIDOR

ELEC

TEL

STAIRS

AE301

AE301

B2

B2

B2

B1

B2

A2

TYP

PROVIDE TYPICAL INFILL

@ WINDOWS PER 10/AE501

(5 LOCATIONS)

A

A

AE401

CHASE

SEE ENLARGED PLAN

FOR WALL TYPES AND

DOOR NUMBERS IN

THIS AREA

A

B

A

SEE DETAILS ON AE504

FOR NEW CMU OPENING

AND HEAD & JAMB

CONDITIONS FOR NEW

FRAME & DOOR

B1

A3

COMM

COMM

CORRIDOR

C O

R R

I D

O R

OFFICE

VESTIBULE

FEMALE

RESTROOM

MALE

RESTROOM

CLASSROOM

CLASSROOM

FOLDING PANEL

PARTITION WALL

(45 STC) & TRACK

SYSTEM

AE101

F L

O O

R

P

L A

N

N

W

W

R

K

T

F

E R

Y

M

B

E N

N E

T T

T

F

E R

Y

K

B

R O

D B

E R

A E

D

G N

INSTALL NEW

FRAMING & GWB

TO MATCH EXIST

A

A

B1

AE402

AE402

B1

C2

C2

C2

B2

B2

C3

C1 C1

B3

B3

B3

B2

B2

B2

A

A

B2

B2

NEW FRAMED OPENING W/ 16 GA,

STEEL, CASED OPENING (3'-0"W x 6'-8"H)

B2

OFFICE

OFFICE

OFFICE

B

B2

B2

A

A

B

B2

A

B

A

A

A

C O

R R

I D

O R

CONF

A

A

B2

B2

AE402

AE402

B2

~1'-8"

AE303

AE302

A

A

A

OPEN OPEN

OPEN

O P

E N

AE503

AE503

NEW WORK NOTES

LOW PROFILE ACCESS FLOOR RAMP AND RAILS,

SEE SHEET AE402 FOR DETAILS

FURR OUT COLUMN, SEE DETAILS ON SHEET AE503

1 1

TYP

LEGEND

REFER ALSO TO LEGEND ON 1-001

SECURE PERIMETER

PARTITION TYPES, SEE SHEET AE701

B2

AE502

TYP

7" MAX

A2

M

A M

E N

D M

E N

T

SOUND BATT INSULATION

AS SCHED.

CAULK PERIMETER

OF DOOR FRAME

EACH SIDE

METAL FRAME

DOOR AS SCHED.

2"

WALL TYPE

AS SCHED

SOUND BATT INSULATION

AS SCHED.

CAULK PERIMETER

OF DOOR FRAME

EACH SIDE

METAL FRAME

DOOR AS SCHED.

2"

WALL TYPE

AS SCHED

CAULK PERIMETER

OF DOOR FRAME

EACH SIDE

METAL FRAME

DOOR AS SCHED.

2"

WALL TYPE

AS SCHED

DOOR AS SCHED.

2"

CAULK PERIMETER

OF DOOR FRAME

EACH SIDE

METAL FRAME

WALL TYPE

AS SCHED

NEW VCT OR LVT

FLOOR FINISH AS

SCHED.

DOOR AS SCHED.

EXIST CONC. SLAB

AS OCCURS

NEW FLOOR TILE @

RESTROOMS AS

SCHED.

DOOR AS SCHED.

NEW MARBLE

THRESHOLD AS SCHED.

COORD W/ FLOOR FINISH.

SEE PROFILE DETAIL

NEW VINYL TILE

AS SCHED.

EXIST CONC. SLAB

AS OCCURS

1:2 MAX

SLOPE

1/4"

MAX

2"

NOTE:

EDGES ARE SYMMETRICAL

SOUND BATT

INSULATION AS SCHED.

CAULK PERIMETER

OF DOOR FRAME

EACH SIDE

METAL FRAME

DOOR AS SCHED.

WALL TYPE C3

CORRIDOR CLASSROOM

FILL FRAME W/

INSULATION

ACOUSTICAL

SEAL

WALL TYPE

AS SCHED

DOOR AS SCHED.

ROLLER ASSEMBLY

2X FIRE-TREATED

WOOD BLOCKING

EXTRUDED ALUMINUM

WRAP FRAME

EXTRUDED

ALUMINUM VALANCE

BUILT-UP HEADER W/

(2) STUDS AND

(2) STUD TRACKS

EXTRUDED ALUMINUM

WRAP FRAME

DOUBLE 16 GA

JAMB STUDS

WALL TYPE

AS SCHED

CONCEALED

SILL GUIDE

ACOUSTIC

BOTTOM SEAL

NEW FLOOR FINISH

AS SCHED.

DOOR AS SCHED.

EXIST CONC. SLAB

AS OCCURS

CAULK PERIMETER

OF FRAME

EACH SIDE

METAL FRAME

2"

WALL TYPE

AS SCHED

ALUMINUM FRAME

WALL TYPE

AS SCHED

CAULK PERIMETER

OF FRAME

EACH SIDE

2"

NEW ALUM. THRESHOLD

W/ ACCESSIBLE EDGE SET IN

BEADS OF ACOUSTICAL

SEALANT

DOOR AS SCHED.

1 3/4"1 1/2"1 3/4"

1/ 4"

1/ 4"

SURFACE MOUNTED

AUTOMATIC DOOR BOTTOM

A N

S I

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M A

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D A

T E

C O

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R A

US Army Corps of Engineers

C A

T E

G O

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E

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M R

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X X

X X

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X X

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X X

X

D E

P

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R A

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U I T

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ISSUED FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

W I L M

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O L I N

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F O

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AE502

D O

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D

E T

A I L

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L A

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M

B

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N E

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F

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R O

D B

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A E

D

G N

AE502

DOOR HEAD DETAIL

3" = 1'-0'

AE502

DOOR JAMB DETAIL

3" = 1'-0'

AE502

DOOR HEAD DETAIL

3" = 1'-0'

AE502

DOOR JAMB DETAIL

3" = 1'-0'

AE502

DOOR THRESHOLD DETAIL

3" = 1'-0'

AE502

DOOR THRESHOLD DETAIL

3" = 1'-0'

AE502

PROFILE DETAIL

6" = 1'-0'

MARBLE THRESHOLD

AE502

DOOR JAMB DETAIL (HEAD SIM)

3" = 1'-0'

AE502

BARN DOOR HEAD DETAIL

3" = 1'-0'

AE502

BARN DOOR JAMB DETAIL

3" = 1'-0'

AE502

BARN DOOR SILL DETAIL

3" = 1'-0'

AE502

CASED OPENING JAMB DETAILS (HEAD SIM)

3" = 1'-0'

STEEL FRAME ALUMINUM FRAME

AE502

DOOR THRESHOLD DETAIL

3" = 1'-0'

M

A M

E N

D M

E N

T

3'-4"

CUT JOINT OUT FOR

6" ANGLE BEARING

A-A

5'-8"

8" CMU WALL

AS OCCURS

NEW OPENING; CUT AFTER

ANGLE IS INSTALLED

GROUT ADJACENT

CELLS SOLID

NEW CUSTOM-WIDTH, 2-PIECE

DOOR FRAME, W/O RABBETS

7'-2"

BOT ANGLE

GROUT ADJACENT

CELLS SOLID

3/8" SLEEVE

ANCHORS

@ 8" C/C EA. SIDE

W/ 4" EMBED

3 1/2" x 3 1/2" x 3/8"

LOOSE LAID W/ 6"

BEARING EA. SIDE

SECTION A-A

CONTRACTOR SHALL VERIFY

WALL ASSEMBLIES PRIOR TO

SAWCUTTING CMU JOINTS

NEW 12 GA, CUSTOM-WIDTH

HEAD AND JAMB @ BOTH WALL

ASSEMBLIES. CONTRACTOR TO

VERIFY ACTUAL THROAT WIDTH

FILL VOIDS W/ SOUND BATTS

UP TO 24" ABOVE OPENING

NEW EXPANSION JOINT

COVER @ HEAD & JAMBS

1'-1 1/4" VERIFY

1 1/4" 1'-8" VERIFY

CAULK PERIMETER

OF DOOR FRAME

EACH SIDE

NEW WALL TYPE AS

SCHEDULED

SHIM @ NEW STUD WALL

ASSEMBLY AS REQ'D

STEEL PLATE SHIMS @ STEEL

ANGLES SECURED TO BACK SIDE

OF STEEL HEADS AND JAMBS. DO

NOT INTERFERE W/ SECUREMENT

FOR EXPANSION JOINT COVERS

NEW DOOR AS SCHED

6 3/4"

SECURE NEW DOOR FRAME

TO NEW STEEL JAMB AS

REQ'D

FILL CELLS W/ GROUT PER

DETAIL 1/AE504

ANGLES AND ANCHORS PER

DETAIL 1/AE504

STEEL PLATE SHIMS @

STEEL ANGLES SECURED

TO BACK SIDE OF STEEL

HEADS AND JAMBS. DO NOT

INTERFERE W/

SECUREMENT FOR

EXPANSION JOINT COVERS

NEW EXPANSION JOINT

COVER @ HEAD & JAMBS

FILL VOIDS W/ SOUND BATTS

24" BEYOND EDGE OF

OPENING

CAULK PERIMETER

OF DOOR FRAME

EACH SIDE

NEW WALL TYPE AS

SCHEDULED

SHIM @ NEW STUD WALL

ASSEMBLY AS REQ'D

NEW EXPANSION JOINT

THRESHOLD @ FLOOR

FROM SAME MFR OF HEAD

& JAMB TO MATCH

SECURE NEW DOOR FRAME

TO NEW STEEL JAMB AS

REQ'D

NEW DOOR AS SCHED

6 3/4"

NEW EXPANSION JOINT

THRESHOLD @ FLOOR

FROM SAME MFR OF HEAD

& JAMB TO MATCH

EXIST SLAB &

STRUCTURE AS

OCCURS TO REMAIN

INTACT

NEW WALL TYPE AS

SCHEDULED

FASTENER PER MFR

RECOMMENDATIONS

EXIST SLAB &

STRUCTURE AS

OCCURS TO REMAIN

INTACT

NEW DOOR & FRAME AS

SCHED

NEW WALL TYPE AS

SCHEDULED

CAULK PERIMETER

OF DOOR FRAME

EACH SIDE

EXIST CMU AS

OCCURS

EXIST LEDGER

AS OCCURS

NEW THRESHOLD AS SCHED

SECURE NEW DOOR FRAME

TO EXIST CMU AS REQ'D

NEW WALL TYPE AS

SCHEDULED

NEW DOOR & FRAME AS

SCHED

EXIST CMU AS

OCCURS

A N

S I

D

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

O

SHEET ID

F I L E

N A

M E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

US Army Corps of Engineers

C A

T E

G O

D

E

W P

M R

X X

X X

X X

X

X X

X

X X

X

D E

P

T I O

N

J O

N E

S

F

R A

N K

L

S

U I T

E

R A

L E

I G

H

N

C

F

A X

L I C

E N

ISSUED FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

W I L M

I N

G T

S

T R

I C

T

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R

L I N

G T

E

W I L M

I N

G T

O N

N

O R

R

O L I N

A

F O

A

G G

N

O R

R

O L

I N

A

S O

F

O

P E

R A

T I O

C

I L

I T

Y

S

O T

F

AE504

CMU OPENING @ NEW PASSAGEWAY LOCATION

1" = 1'-0'

AE504

NEW PASSAGEWAY HEAD DETAIL

3" = 1'-0'

AE504

NEW PASSAGEWAY JAMB DETAIL

3" = 1'-0'

AE504

NEW PASSAGEWAY THRESHOLD DETAIL

3" = 1'-0'

AE504

P A

S S

A G

E W

E

N I N

G

D

E T

A I L

S

T

F

E R

Y

M

B

E N

N E

T T

T

F

E R

Y

K

B

R O

D B

E R

A E

D

G N

AE504

@ EXISTING OPENING

3" = 1'-0'

NEW HEAD DETAIL

AE504

@ EXISTING OPENING

3" = 1'-0'

NEW JAMB DETAIL

M

A M

E N

D M

E N

T

"A"

SINGLE SWING

DOOR

AS SCHED

A S

S C

H E

D

"SB"

SINGLE BARN

DOOR

3'-0"

OPENING WIDTH

6' -1

0" P

A N

E L

H T

"DB"

DOUBLE BARN

DOOR

6'-0"

OPENING WIDTH

6' -1

0" P

A N

E L

H T

MTL1

A S

S C

H E

D 2"

AS SCHED

FIN FLR

MTL2

A S

S C

H E

D 4"

AS SCHED

2"2"

DOOR AND FRAME SCHEDULE

DOOR

NUMBER

DOOR

HARDWARE

SET

FRAME

REMARKSWIDTH HEIGHT TYPE

DOOR

MATERIAL FINISH COATING GLAZING STC RATING TYPE MATERIAL FINISH COATING HEAD JAMB THRESHOLD

A N

S I

D

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

O

SHEET ID

F I L E

N A

M E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

US Army Corps of Engineers

C A

T E

G O

D

E

W P

M R

X X

X X

X X

X

X X

X

X X

X

D E

P

T I O

N

J O

N E

S

F

R A

N K

L

S

U I T

E

R A

L E

I G

H

N

C

F

A X

L I C

E N

ISSUED FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

W I L M

I N

G T

S

T R

I C

T

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R

L I N

G T

E

W I L M

I N

G T

O N

N

O R

R

O L I N

A

F O

A

G G

N

O R

R

O L

I N

A

S O

F

O

P E

R A

T I O

C

I L

I T

Y

S

O T

F

4003A

4003B

4003C

4004A

4005A

4006A

4007A

4200A

4201A

4202A

4203A

4213A

4213B

4214A

4216A

4216B

4218A

4219A

4220A

4221A

4222A

4222B

4230A

6306A

6312A

6313A

6315A

NOTES

LEGEND

1. SEE INTERIOR FINISH SCHEDULE FOR INTERIOR

DOOR COLORS.

2. SECURE (ICD/ICS 705) PERIMETER DOOR ASSEMBLY

3. EXIT ONLY DOOR WITHOUT EXTERIOR HARDWARE

4. EXIT DEVICE

ACOU ACOUSTIC

AL ALUMINUM

ANOD ANODIZED

ATFP ANTI TERRORISM / FORCE PROTECTION

BP BI-PASS

CO CASED OPENING

(E) EXISTING

FF FACTORY FINISH

FPG FIRE PROTECTIVE GLAZING

GL1 TEMPERED CLEAR

HD HEAVY DUTY

HM HOLLOW METAL

IGU INSULATED GLASS UNIT

LAM LAMINATED

MD MAX DUTY

MFR MANUFACTURER

MG METAL GATE

MTL METAL

NRP NON-REMOVABLE HINGE PINS

ORG ORGANIC

PB PANIC BAR

PT PAINT

SC SOLID CORE WOOD

SMK SMOKE RATED

ST STAIN COLOR

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD DUTY

STL STEEL

SWG SAFETY WIRED GLASS

TEMP TEMPERED

WD WOOD

XHD EXTRA HEAVY DUTY

4003 CORRIDOR

4003 CORRIDOR

4003 VESTIBULE

4004 STAIRS

4005 ELEC

4006 TEL

4007 MECHANICAL

4200 VESTIBULE

4201 MALE RESTROOM

4202 FEMALE RESTROOM

4203 VESTIBULE

4213 OFFICE

4213 OFFICE

4214 CONFERENCE

4215 OFFICE

4216 HOC OPEN OFFICE

4216 HOC OPEN OFFICE

4218 OFFICE

4219 SPT OPEN OFFICE

4220 OFFICE

4221 CLASSROOM

4222 CLASSROOM

4222 CLASSROOM

4230 CORRIDOR

6306A CORRIDOR

6312 CORRIDOR

6313 COMM

6315 CORRDIOR

ROOM

NUMBER ROOM NAME

4'-0" 7'-0" (E) MTL FIELD PT-4 -- -- -- (E) MTL FIELD PT-4 (E) (E) (E) (E) EXIST DOOR & FRAME TO REMAIN INTACT & REFINISHED

3'-0" 7'-0" (E) MTL FIELD PT-4 -- -- -- (E) MTL FIELD PT-4 (E) (E) (E) (E) EXIST DOOR & FRAME TO REMAIN INTACT & REFINISHED

3'-0" 7'-0" (E) MTL FIELD PT-4, PT-5 -- -- -- (E) MTL FIELD PT-4, PT-5 (E) (E) (E) (E) EXIST DOOR & FRAME TO REMAIN INTACT & REFINISHED

4'-0" 7'-0" (E) MTL FIELD PT-4 -- -- -- (E) MTL FIELD PT-4 (E) (E) (E) (E) EXIST DOOR & FRAME TO REMAIN INTACT & REFINISHED

3'-0" 7'-0" (E) MTL FIELD PT-4 -- -- -- (E) MTL FIELD PT-4 (E) (E) (E) (E) EXIST DOOR & FRAME TO REMAIN INTACT & REFINISHED

3'-0" 7'-0" (E) MTL (E) (E) -- -- -- (E) MTL (E) (E) (E) (E) (E) (E) EXIST DOOR & FRAME TO REMAIN INTACT

4'-0" 7'-0" (E) MTL FIELD PT-4 -- -- -- (E) MTL FIELD PT-4 (E) (E) (E) (E) EXIST DOOR & FRAME TO REMAIN INTACT & REFINISHED

3'-0" 7'-0" A MTL FIELD PT-5 -- -- -- MTL1 MTL FIELD PT-5 1/AE502 2/AE502 5/AE502 HW-3

3'-0" 7'-0" A MTL FIELD PT-5 -- -- -- MTL1 MTL FIELD PT-5 1/AE502 2/AE502 6/AE502 HW-2

3'-0" 7'-0" A MTL FIELD PT-5 -- -- -- MTL1 MTL FIELD PT-5 1/AE502 2/AE502 6/AE502 HW-2

3'-0" 7'-0" A MTL FIELD PT-5 -- 45 -- MTL1 MTL FIELD PT-5 3/AE502 4/AE502 5/AE502 HW-1 SEE NOTES 2, 4

3'-0" 7'-0" A MTL FIELD PT-5 -- -- -- MTL1 MTL FIELD PT-5 1/AE502 2/AE502 5/AE502 HW-5

3'-0" 7'-0" A MTL FIELD PT-5 -- -- -- MTL1 MTL FIELD PT-5 1/AE502 2/AE502 5/AE502 HW-5

3'-0" 7'-0" A MTL FIELD PT-5 -- -- -- MTL1 MTL FIELD PT-5 1/AE502 2/AE502 5/AE502 HW-5

4'-0" 7'-0" DB WD FF FF -- -- -- MFR MFR FF FF 10/AE502 11/AE502 12/AE502 HW-7

3'-0" 7'-0" A MTL FIELD PT-5 -- -- -- MTL1 MTL FIELD PT-5 1/AE502 2/AE502 5/AE502 HW-4

3'-0" 7'-0" A MTL FIELD PT-5 -- -- -- MTL1 MTL FIELD PT-5 1/AE502 2/AE502 5/AE502 HW-4

3'-0" 7'-0" A MTL FIELD PT-5 -- -- -- MTL1 MTL FIELD PT-5 1/AE502 2/AE502 5/AE502 HW-5

3'-0" 7'-0" A MTL FIELD PT-5 -- -- -- MTL1 MTL FIELD PT-5 1/AE502 2/AE502 5/AE502 HW-4

3'-0" 7'-0" SB WD FF FF -- -- -- MFR MFR FF FF 10/AE502 11/AE502 12/AE502 HW-7

3'-0" 7'-0" A MTL FIELD PT-5 -- 45 3/4 HR MTL1 MTL FIELD PT-5 11/AE501 11/AE501 5/AE502 HW-8 SPECIAL ACOUSTICAL DOOR W/ NRP

3'-0" 7'-0" A MTL FIELD PT-5 -- 45 3/4 HR MTL1 MTL FIELD PT-5 8/AE502 8/AE502 5/AE502 HW-9 SPECIAL ACOUSTICAL DOOR W/ NRP, 180° CLOSER

3'-0" 7'-0" A BY MFR FF FF -- 45 -- MFR MFR FF FF MFR MFR -- -- SPECIAL ACOUSTICAL SEAL PER MFR

4'-0" 7'-0" A MTL FIELD PT-4, PT-5 -- 45 -- MTL2 MTL FIELD PT-4, PT-5 5/AE504 6/AE504 13/AE502 HW-10 SEE NOTES 2, 3, 4

4'-0" 7'-0" (E) MTL (E) (E) -- -- -- (E) MTL (E) (E) (E) (E) (E) HW-11

4'-0" 7'-0" A MTL FIELD PT-4, PT-5 -- -- 1 HR MTL1 MTL FIELD PT-4, PT-5 2/AE504 3/AE504 4/AE504 HW-6 MAGNETIC HOLD-OPEN DEVICE

3'-0" 7'-0" (E) MTL FIELD PT-4 -- -- -- (E) MTL FIELD PT-4 (E) (E) (E) (E) EXIST DOOR & FRAME TO REMAIN INTACT & REFINISHED

3'-0" 7'-0" (E) MTL FIELD PT-4 -- -- -- (E) MTL FIELD PT-4 (E) (E) (E) (E) EXIST DOOR & FRAME TO REMAIN INTACT & REFINISHED

AE601

D O

H

E D

U L

E

T Y

P E

S

A

A

M E

S

R

B

L A

I R

M

B

E N

N E

T T

T

F

E R

Y

K

B

R O

D B

E R

A E

D

G N

AE601

FRAME TYPES

1/4" - 1'-0'

AE601

DOOR TYPES

1/4" - 1'-0'

NOTES:

1. CONTRACTOR SHALL COORDINATE DOOR AND FRAME COLORS WITH THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO REFINISHING EXISTING DOORS AND FRAMES, AND THE FINISHING OF NEW DOORS AND FRAMES. THIS PROJECT CONSISTS OF DOORS AND FRAMES TO RECEIVE A DIFFERENT COLOR ON THE INSIDE AND OUTSIDE FACES.

2. REPAIR EXISTING DOORS AND FRAMES OF SCRATCHES, SCUFFS, ABRASIONS, ETC., PRIOR TO REFINISHING. SEE ROOM FINISH SCHEDULE ON SHEET AF601 FOR FURTHER

INFORMATION ON COLOR DESCRIPTIONS.

M

A M

E N

D M

E N

T

G

N E

R A

L

C

O N

S T

R U

C T

I O

N

N

O T

E S

G-004

A. CONTRACTOR SHALL COMPLY WITH CURRENT NORTH CAROLINA DEPARTMENT OF

ENVIRONMENTAL QUALITY (DEQ) EROSION AND SEDIMENT CONTROL PLANNING AND

DESIGN MANUAL AND FORT BRAGG WATER MANAGEMENT BRANCH (WMB) STANDARDS FOR

EROSION CONTROL WORK, IF APPLICABLE.

B. ALL NCDOT STANDARDS REFERENCES WILL BE THE LATEST EDITION. CONTRACTOR MAY

REFER TO HTTPS://CONNECT.NCDOT.GOV, IF APPLICABLE.

C. CONTRACTOR SHALL COMPLY WITH CURRENT UFC, NC BUILDING CODE AND OTHER

APPLICABLE REQUIREMENTS AS INDICATED ON THESE CONTRACT DOCUMENTS.

6. DEMOLITION

A. ALL CONSTRUCTION AFFECTING TRAFFIC SHALL COMPLY WITH THE FORT BRAGG TRAFFIC

CONTROL IDC, MUTCD, AND NCDOT STANDARD DRAWINGS AND SPECIFICATIONS - LATEST

EDITION. AN ALTERNATE EMERGENCY TRAFFIC CONTROL DETOUR MAY BE REQUIRED.

7. TRAFFIC CONTROL

A. UNLESS SPECIFICALLY NOTED TO BE REMOVED, ALL EXISTING BUILDING COMPONENTS

AND OTHER SITE ITEMS SHALL REMAIN INTACT AND BE PROTECTED AGAINST DAMAGE

DURING THE CONSTRUCTION PERIOD.

B. THE CONTRACTOR SHALL EXERCISE CAUTION DURING DEMOLITION OPERATIONS. THE

CONTRACTOR SHALL REPAIR AND RESTORE ALL EXISTING CONSTRUCTION TO REMAIN THAT

IS DAMAGED DURING DEMOLITION OPERATIONS. REPAIRS TO DAMAGED WORK AREAS SHALL

MATCH EXISTING ADJACENT FINISHED SURFACES OR THE CONTRACTOR SHALL REPLACE

DAMAGED CONSTRUCTION WITH NEW WORK.

C. NO KNOWN ASBESTOS EXISTS WITHIN THIS PROJECT AREA. IF CONTRACTOR SUSPECTS

ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE PRESENT HE SHALL NOTIFY THE

CONTRACTING OFFICER'S REPRESENTATION IMMEDIATELY.

5. STANDARDS

8. EXISTING UTILITY INTERRUPTIONS

A. EXISTING UTILITIES MAY BE INTERRUPTED FOR A MAXIMUM OF 12 HOURS AT A TIME.

CONTRACTOR IS REQUIRED TO CONTACT THE COR AND OBTAIN APPROVAL PRIOR TO

ANTICIPATED INTERRUPTION. SEE SPECIFICATIONS FOR PRE-APPROVAL REQUIREMENTS.

B. ALL UTILITY INTERRUPTIONS AND DURATIONS SHALL BE INDICATED ON THE

CONTRACTOR'S SCHEDULE AND COORDINATED WITH THE COR.

C. FIRE ALARM INTERRUPTIONS SHALL BE SCHEDULED IN WRITING WITH THE COR A MINIMUM OF

14 DAYS IN ADVANCE.

9. EXTERIOR UTILITY WORK

A. NO EXTERIOR UTILITY WORK IS ANTICIPATED.

10. SECURITY PROCEDURES FOR ACCESS

2. CONSTRUCTION PHASING & PROJECT SCHEDULES

A. THE CONTRACTOR SHALL ENSURE THAT HIS ACTIVITIES SHALL NOT INTERFERE WITH THE

OPERATIONS CONDUCTED AT SURROUNDING BUILDINGS AND WORK AREAS.

B. CONTRACTOR SHALL NOT BLOCK ACCESS TO EXISTING BUILDINGS, ROADS AND/OR FACILITIES.

C. CONTRACTOR SHALL PROVIDE A CONSTRUCTION PHASING PLAN AND PROJECT SCHEDULE TO

THE COR PRIOR TO CONSTRUCTION AND MOBILIZATION. CONTRACTOR SHALL PROVIDE WEEKLY

UPDATES ON THE PROJECT SCHEDULE FOR FULL DURATION OF PROJECT. THE WEEKLY

UPDATES SHALL BE PROVIDED SHOWING THE SCHEDULE FOR THE UPCOMING 2 WEEKS

INCLUDE UPDATES REGARDING THE PHASING OF CONSTRUCTION.

D. ADJACENT AREAS WILL BE OCCUPIED BY GOVERNMENT PERSONNEL THROUGHOUT THE

CONSTRUCTION PERIOD. CONTRACTOR SHALL NOT ALLOW CONSTRUCTION ACTIVITIES TO

DISRUPT ON-GOING GOVERNMENT OPERATIONS DURING DEMOLITION AND CONSTRUCTION.

3. CONTRACTOR STAGING AREA

A. SEE EROSION CONTROL PLAN. (NOT APPLICABLE).

A. CONTRACTOR SHALL INSTALL TEMPORARY FENCING AROUND THE STAGING AREA. THE

TYPE, MATERIAL, HEIGHT, AND LOCATION OF THE FENCE SHALL BE IN ACCORDANCE WITH

SPECIFICATIONS AND APPROVED BY THE GOVERNMENT PRIOR TO INSTALLATION.

B. ALL WORK ACTIVITIES AND STORAGE SHALL BE CONFINED WITHIN THE ESTABLISHED

PROJECT LIMITS UNLESS SPECIFICALLY AUTHORIZED BY THE COR FOR SPECIFIED PERIODS

OF TIME.

C. THE CONTRACTOR MUST HAVE AT LEAST ONE EMPLOYEE ONSITE TO RECEIVE AND DIRECT

PLACEMENT OF DELIVERED MATERIALS AND SUPPLIES.

1. CONSTRUCTION METHODS AND PROCEDURES & CONTRACTOR ACCESS

A. THE WORK FOR THIS PROJECT CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT,

TRANSPORTATION, AND MATERIALS NECESSARY TO PERFORM ALL WORK IN STRICT

ACCORDANCE WITH THE PROJECT SPECIFICATIONS, APPLICABLE DIRECTORATE OF PUBLIC

WORKS (DPW) DRAWINGS, UNIFIED FACILITIES CRITERIA (UFC), SECURITY OPERATIONS

TRAINING FACILITY (SOTF) STANDARDS, FORT BRAGG INSTALLATION DESIGN GUIDELINES (IDG)

AND OTHER CONTRACT DOCUMENTS. THE SCOPE OF WORK OF THIS CONTRACT IS

REFERENCED IN PROJECT SPECIFICATIONS SECTION 01 00 05.

B. THE CONTRACTOR SHALL REFER TO THE PROJECT SPECIFICATIONS IN ALL SITUATIONS. THE

CONTRACTOR SHALL BRING CONFLICTS BETWEEN PROJECT SPECIFICATIONS AND PLANS TO

THE ATTENTION OF THE CONTRACTING OFFICER REPRESENTATIVE (COR) FOR RESOLUTION. ALL

MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE PROJECT SPECIFICATIONS.

C. ALL DIMENSIONS AND CONDITIONS TIED TO OR OTHERWISE RELATED TO EXISTING

CONSTRUCTION ARE SUBJECT TO FIELD VERIFICATION BY THE CONTRACTOR. VERIFICATION

SHALL BE MADE PRIOR TO ORDERING, FABRICATING, OR CONSTRUCTING ANY RELATED

STRUCTURAL COMPONENTS. WHERE DISCREPANCIES OCCUR, THE CONTRACTOR SHALL ADVISE

THE COR IMMEDIATELY AND PROVIDE THE COR WITH THE CORRECT DIMENSIONS AND

CONDITIONS.

D. THE CONTRACTOR SHALL PROVIDE ONSITE SANITARY FACILITIES FOR HIS WORKERS DURING

THE ENTIRE CONSTRUCTION PHASE. COORDINATE LOCATION WITH COR.

E. THE CONTRACTOR SHALL ADEQUATELY PROTECT ALL EXISTING SITE FEATURES AND FACILITIES

DURING DEMOLITION AND CONSTRUCTION.

F. PRIOR TO ANY DEMOLITION OR NEW WORK COMMENCING THE CONTRACTOR SHALL ARRANGE A

MEETING WITH THE COR AND SOTF REPRESENTATIVE TO DISCUSS ALL ELECTRICAL OUTAGE

PROCEDURES FOR SHUTDOWN OF ANY ELECTRICAL PANELS. THE ELECTRICAL CONTRACTOR

MUST NOTIFY THE COR, IN WRITING, AT LEAST 7 DAYS PRIOR TO ANY ELECTRICAL SHUTDOWN

DURING DEMOLITION OR NEW CONSTRUCTION.

4. EROSION AND SEDIMENT CONTROL

GENERAL NOTES:

A N

S I

D

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

O

SHEET ID

F I L E

N A

M E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

US Army Corps of Engineers

C A

T E

G O

D

E

W P

M R

X X

X X

X X

X

X X

X

X X

X

D E

P

T I O

N

J O

N E

S

F

R A

N K

L

S

U I T

E

R A

L E

I G

H

N

C

F

A X

L I C

E N

ISSUED FOR CONSTRUCTION

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

W I L M

I N

G T

S

T R

I C

T

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

R

L I N

G T

E

W I L M

I N

G T

O N

N

O R

R

O L I N

A

F O

A

G G

N

O R

R

O L

I N

A

S O

F

O

P E

R A

T I O

C

I L

I T

Y

S

O T

F

G D

G N

R

D

O W

N S

M

B

E N

N E

T T

R

D

O W

N S

R

D

O W

N S

INSTALLATION:

· AIR QUALITY (GENERATORS) - DPW-ECB AIR QUALITY PROGRAM MANAGER

· ARMY RADIATION PERMIT (ARP) - INSTALLATION RADIATION SAFETY OFFICER - VICTOR D. WOOTEN, 910-9088-4138

· BOILERS & GENERATORS PERMIT - DPW-ECB AIR QUALITY - MIKE FISHER, REM

· BORROW PIT PERMIT - DPW - ENVIRONMENTAL BRANCH (SUBMIT 14 CALENDAR DAYS PRIOR TO WORK) -

BORROW PIT HAS BEEN CLOSED BY DPW FOR DISPOSAL UNTIL FURTHER NOTICE.

· CONSTRUCTION AND DEMOLITION (C&D) WASTE PERMIT - FOR FORT BRAGG LAMONT ROAD

CONSTRUCTION AND DEMOLITION LANDFILL FACILITY - DPW - ENVIRONMENTAL BRANCH. LANDFILL HAS

REACHED ITS CAPACITY TO ACCEPT CONSTRUCTION AND DEMOLITION WASTE AND WILL NO LONGER

ACCEPT CONSTRUCTION AND DEMOLITION WASTE (TO INCLUDE FRIABLE ASBESTOS CONTAINING

MATERIALS). SEE DPW'S SOLID WASTE AND RECYCLING REQUIREMENTS, DATED 6 OCT 2016, OR

CONTACT JEFF SLOOP AT JEFFERY.W.SLOOP.CTR@MAIL.MIL OR FAX TO (910)396-4188, ATTN: SOLID

WASTE OFFICE.

· DIGGING/EXCAVATION PERMIT (FB FORM 1605-E) - DPW - FACILITIES ENGINEER (SUBMIT 15 CALENDAR

DAYS PRIOR TO WORK)

· ENVIRONMENTAL PERMITS (POSSIBLE 180 DAY PROCESS). SEE SPEC SECTION 01 57 19.

·· REGULATORY PERMITS

·· CLEAN AIR ACT (CAA) [FEDERAL, STATE AND LOCAL] - DPW - INSTALLATION ENVIRONMENTAL

OFFICE (AIR PROGRAM MANAGER)

·· GENERAL USE PERMITTED EQUIPMENT (SEE FAR 52.236-7.)

·· STREAM CROSSING PERMIT (SEE CLEAN WATER ACT SECTION 404 AND SECTION 401 WATER

QUALITY).

·· TITLE V AIR PERMITS (BASED ON TYPE OF MATERIAL DUST, BOILERS AND DOMESTIC WATER

HEATERS) - DPW - ENVIRONMENTAL BRANCH, ENVIRONMENTAL COMPLIANCE BRANCH (ECB)

·· TRANSPORTER AND DISPOSAL FACILITIES PERMITS

·· EXCAVATION

· IRRIGATION PERMIT - DPW WATER QUALITY PROGRAM MANAGER, KRISTIN COX, 910-908-3969 /

KRISTIN.M.COX2.CIV@MAIL.MIL.

· CHENEGA GLOBAL SERVICES, LLC, STORAGE TANKS AND WATER QUALITY PROGRAM, FORT

BRAGG-DPW-ECB, HENRY HAAS AT 910-432-8450 / HENRY.E.HAAS.CTR@MAIL.MIL.

· LANDFILL DISPOSAL PERMIT - DPW-ENVIRONMENTAL SUSTAINMENT DIVISION (ESD), 910-396-3372.

· PHOTOGRAPHY - INSTALLATION PERMIT - DIRECTOR OPERATIONS DIRECTORATE DCS G3/5/7 - POC IS

MR. DREDDRICK BROWN, DSN 225-8469 OR COM (703) 695-8469.

· TRAFFIC CONTROL PERMIT - DPW TRANSPORTATION ENGINEER, RAY GOFF, 910-907-1759

· UTILITY CONNECTION

· UTILITY OUTAGE REQUESTS - FT BRAGG DPW

COUNTY

· WATER WELL

FEDERAL

· NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION - FAA FORM 7460-1

NC STATE:

· ASBESTOS REMOVAL FOR DEMOLITION/RENOVATION - NCPH, RALEIGH (10 WORKING DAYS PRIOR TO

REMOVAL)

· AIR QUALITY

· DEMOLITION

· EROSION & SEDIMENT CONTROL (E&SC) CERTIFICATE OF APPROVAL/PERMIT - DEQ (FORMALLY

NCDENR) DEPT OF WATER QUALITY (DWQ), UNDER GENERAL PERMIT NO. NCG010000 FOR

"CONSTRUCTION ACTIVITIES THAT ARE ALSO SUBJECT TO THE NORTH CAROLINA SEDIMENTATION

POLLUTION CONTROL ACT OF 1973."

· GENERAL STORMWATER DISCHARGE

· GEOTHERMAL (POSSIBLE COUNTY INVOLVEMENT)

· SEPTIC SYSTEM (POSSIBLE COUNTY INVOLVEMENT)

· STORMWATER MANAGEMENT - NCDEQ AND FT BRAGG WATER MANAGEMENT BRANCH

· WATER SYSTEM SERVICE (FIRE PROTECTION AND DOMESTIC WATER SERVICE) - NCDEQ.

ASUS (AMERICAN STATES UTILITY SERVICES) :

· WATER AND SANITARY SEWER

COE SAFETY:

· CONFINED SPACE ENTRY PERMIT - (SEE EM 385-1-1, DATED 30 NOV 2014, SECTION 34 (STARTING ON

PAGE 34-1)

· ENERGIZED WORK PERMIT - MUST BE SUBMITTED TO THE COR IN ADVANCE FOR ACCEPTANCE. (SEE

EM 385-1-1, DATED 30 NOV 14, PARAGRAPH 11.A.02C).

· HOT WORK PERMIT - DEFINED AS HOT RIVETING, WELDING, BURNING, ABRASIVE BLASTING, OR OTHER

FIRE- OR SPARK-PRODUCING OPERATIONS. (SEE EM 385-1-1, DATED 30 NOV 2014, PARA 09.A.04 (PAGE

9-1 & 2) & PAGE Q-29. THE FORT BRAGG FIRE DEPARTMENT REQUIRES NOTICE 14 CALENDAR DAYS

PRIOR TO WORK, FOR:

·· WELDING

·· CUTTING

·· HEATING

D. PERMITS, AS LISTED ABOVE, ARE NOT INTENDED TO BE A COMPLETE LIST. CONTRACTORS ARE TO

ADD ADDITIONAL PERMITS, AS THEY BECOME KNOWN. KINDLY REPORT SUCH INFORMATION TO THE

POINT OF CONTACT (BELOW). PERMIT SUBMITTALS ARE TO BE SUBMITTED TO THE GOVERNMENT FOR

REVIEW AND APPROVAL. AVOID OMISSIONS.

A. CONTRACTOR SHALL SECURE ALL PERMITS NECESSARY FOR CONSTRUCTION OF THE PROJECT.

DETERMINE FEE BASIS AS APPROPRIATE AND PAY ALL FILING FEES AT NO ADDITIONAL COST TO THE

GOVERNMENT. CONSTRUCTION SHALL NOT BEGIN ON ANY PHASE WITHOUT APPROPRIATE PERMITS.

B. PERMITS ARE TO BE MAINTAINED BY THE CONTRACTOR ONSITE, ORGANIZED IN A 3 RING BINDER, TABBED AND WITH A TABLE OF CONTENTS FOR INSPECTION BY THE GOVERNMENT.

C. THE FOLLOWING PERMITS MAY BE REQUIRED FOR PROJECTS AT FORT BRAGG.

11. PERMITS

A. CONTRACTOR SHALL FOLLOW SOTF SECURITY REQUIREMENTS AT ALL TIMES.

REFER TO SPECIFICATION SECTION 01 00 60 FOR ADDITIONAL INFORMATION.

B. CONTRACTOR SHALL FOLLOW SOTF SECURITY POLICIES ON-SITE AT ALL TIMES. IN GENERAL, THE

CONTRACTOR WILL BE GIVEN FULL ACCESS TO THE PROJECT SITE AS SHOWN ON THE PLANS,

HOWEVER, PERIODS MAY BE ENCOUNTERED WHEN NO CONTRACTOR OR SUBCONTRACTOR

PERSONNEL WILL BE ALLOWED ON THE CONSTRUCTION SITE. WORK STOPPAGES DUE TO THESE

EVENTS WILL BE HELD TO AN ABSOLUTE MINIMUM, AND THE CONTRACTOR WILL BE GIVEN AS

MUCH ADVANCED NOTICE AS POSSIBLE. THE GOVERNMENT RESERVES THE RIGHT TO INSTRUCT

THE CONTRACTOR TO EVACUATE THE SITE WITHOUT PRIOR NOTIFICATION AT ANY TIME AND MAY

REFUSE ENTRY OF ANY OR ALL CONTRACTOR PERSONNEL. NOTICE OF THE WORK STOPPAGE AND

RESUMPTION WILL BE RELAYED THROUGH THE COR WHO WILL COMMUNICATE THIS INFORMATION

TO THE CONTRACTOR. IT IS NOT POSSIBLE TO ESTIMATE THE NUMBER OR LENGTH OF SUCH

WORK STOPPAGES. GOVERNMENT-CAUSED DELAYS WILL RESULT IN DAY-FOR-DAY EXTENSION OF

THE CONTRACT COMPLETION DATE. ON A CASE-BY-CASE BASIS, DEPENDING UPON THE IMPACT

TO THE PROJECT CRITICAL-PATH, DELAYS MAY BE CONSIDERED COMPENSABLE.

C. THE CONTRACTOR'S PERSONNEL MUST WEAR IDENTIFICATION IN ACCORDANCE WITH

SOTF SECURITY POLICIES AT ALL TIMES.

D. ACCESS TO THE PROJECT AREA IS LIMITED TO NORMAL WORK HOURS (0730 TO 1600)

UNLESS SPECIFICALLY APPROVED BY THE COR FOR SPECIFIED PERIODS OF TIME OUTSIDE THE

NORMAL WORK HOURS. EXCLUDES FEDERAL HOLIDAYS.

E. IT IS A CRIME UNDER 18 USC 795 TO PHOTOGRAPH DEFENSE INSTALLATIONS WITHOUT

FIRST OBTAINING THE PERMISSION OF THE COMMANDING OFFICER OF THE MILITARY

INSTALLATION. IT IS ALSO A CRIME UNDER 18 USC 797 TO REPRODUCE, PUBLISH SELL OR GIVE

AWAY ANY PHOTOGRAPH, PICTURE OR GRAPHIC REPRESENTATION OF A DEFENSE INSTALLATION

WITHOUT FIRST OBTAINING THE PERMISSION OF THE COMMANDING OFFICER OF THE MILITARY

INSTALLATION AND SOTF.

F. DESIGNATE THE INSTALLATION AS A RESTRICTED AREA. RESTRICTED AREA POSTING RESTRICTS

PERSONS GAINING ACCESS TO MILITARY INSTALLATION FROM CONDUCTING IMAGERY

SURVEILLANCE, PHOTOGRAPHY AND VIDEO RECORDING WITHOUT THE INSTALLATION

COMMANDERS AND SOTF CONSENT.

G. THE INTRODUCTION OF WEAPONS, AMMUNITION, EXPLOSIVES OR OTHER PROHIBITED ITEMS AND

PHOTOGRAPHY OF THE FACILITIES IS PROHIBITED WITHOUT SPECIFIC AUTHORIZATION FROM THE

SOTF COMMANDER.

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