240016 Dwgs Part 1.pdf

MCB Camp Lejeune and MCAS New River

F ile

P ri n t

SYM. DESCRIPTION DATE APP.

REVISIONS

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50679

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M B

F A

N O

SPEC.

C U s e rs

\s c h m ie d

\D o c u m e n ts

\S c h m ie d

L o c a l F ile s \2

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B

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/2

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G-001

JAS

DJE,III

KELLY ROOT

JAS

REPAIR BEQ BB250

TITLE SHEET AND INDEX OF DRAWINGS

60041505 N40085-24-B-0016

05-24-0016 1 OF 174

18 FEBRUARY 2025

REPAIR BEQ BB250

MARINE CORPS BASE CAMP LEJUENE

REGIONAL MAP

VICINITY MAP

SITE MAP

PROJECT LOCATION

BB250 SITE MAP GENERAL PROJECT NOTES GOVERNING REGULATIONS

BUILDING CODE:

UNIFIED FACILITIES CRITERIA (UFC) 1-200-01 (01 SEP 2022, W/ CHANGE 3, 26 FEB 2024) UNIFIED FACILITIES CRITERIA (UFC) 1-200-02 (01 DEC. 2020, W/CHANGE 02, 01 JUN 2022) UNIFIED FACILITIES CRITERIA (UFC) 3-110-03 (01 MAY 2012, W/CHANGE 5, 12 JUN 2020)

ACCESSIBILITY CODE:

UNIFORM ACCESSIBILITY STANDARDS (UFAS)

AMERICANS WITH DISABILITIES ACT (ADA)

ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG)

MECHANICAL CODE:

INTERNATIONAL MECHANICAL CODE (IMC) 2021

ELECTRICAL CODE:

NFPA 70, NATIONAL ELECTRIC CODE (2023)

PLUMBING CODE:

INTERNATIONAL PLUMBING CODE (IPC) 2021

FIRE PREVENTION & LIFE SAFETY CODE:

UNIFIED FACILITIES CRITERIA (UFC) 3-600-01 (15 DEC. 2016, W/CHANGE 6, 06 MAY 2021)

NFPA 101, LIFE SAFETY CODE (2024)

1. WHERE EXISTING CONSTRUCTION IS DAMAGED BY CONSTRUCTION ACTIVITIES, PATCH

AND REPAIR DAMAGED ITEMS USING MATERIALS MATCHING EXISTING CONSTRUCTION.

REPAIRS ARE TO MATCH EXISTING MATERIAL, TEXTURE, AND COLOR TO PROVIDE

SEAMLESS TRANSITION IN APPEARANCE.

2. FIELD VERIFY EXISTING DIMENSIONS, PRIOR TO ORDERING MATERIALS OR BEGINNING

DEMOLITION.

3. ALL ITEMS NOT SHOWING AS "EXISTING" MUST BE PROVIDED AND INSTALLED UNDER THE

REQUIREMENTS OF THIS CONTRACT.

4. COORDINATE LAY DOWN AREA WITH THE CONTRACTING OFFICER PRIOR TO THE

PRECONSTRUCTION MEETING. THE ALLOWABLE AREA SIZE MUST BE ESTABLISHED BY

THE CONTRACTING OFFICER.

5. MANUFACTURER'S TRADE NAMES LISTED ARE NOT INTENDED TO BE PROPRIETARY.

PRODUCTS OF OTHER MANUFACTURERS WILL BE ACCEPTABLE PROVIDED THEY MATCH

THE COLOR, FINISHES, TEXTURES AND PATTERNS OF THE MANUFACTURER LISTED, AND

MEET THE TECHNICAL REQUIREMENTS OF THE SPECIFICATIONS.

6. OBSERVE AND MAINTAIN BUILDING AND COMPOUND SECURITY REQUIREMENTS AS

DIRECTED BY THE CONTRACTING OFFICER.

7. CONSTRUCTION WILL BE ACCOMPLISHED IN AND AROUND AREAS WHICH WILL REMAIN

OPERATIONAL. AVOID INTERFERENCE WITH THE OPERATIONAL WORK ROUTINE.

8. ALL SUBMITTALS REQUIRED BY THESE DRAWINGS OR SPECIFICATIONS MUST BE

SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO COMMENCEMENT

OF RELATED WORK.

ARCHITECT

MBF ARCHITECTS, P.A.

317-C POLLOCK STREET

NEW BERN, NC 28560

CIVIL

AVOLIS ENGINEERING, P.A.

P.O. BOX 15564

NEW BERN NC 28561

LANDSCAPE

GEOTECHNICAL

LIFE SAFETY

JENSEN HUGHES

4445 CORPORATION LANE, SUITE 211

VIRGINIA BEACH, VA 23455

STRUCTURAL

KAYDOS-DANIELS ENGINEERS, PLLC

400-201 WEST MORGAN STREET

RALEIGH, NC 27603

COMPREHENSIVE INTERIOR DESIGN

WITHIN INTERIOR DESIGN, INC.

1008 GRANBY STREET

NORFOLK, VA 23510

FIRE ALARM /FIRE PROTECTION

JENSEN HUGHES

4445 CORPORATION LANE, SUITE 211

VIRGINIA BEACH, VA 23455

PLUMBING / MECHANICAL / ELECTRICAL

CRENSHAW CONSULTING ENGINEERS

3516 BUSH STREET, SUITE 200

RALEIGH, NC 27609

TELECOMMUNICATIONS

CRENSHAW CONSULTING ENGINEERS

3516 BUSH STREET, SUITE 200

RALEIGH, NC 27609

LIGHTNING PROTECTION

CRENSHAW CONSULTING ENGINEERS

3516 BUSH STREET, SUITE 200

RALEIGH, NC 27609

AUDIOVISUAL

DESIGN TEAM

N

N

N

N

BB250 SITE

PROJECT SITE

PROJECT NO.: 24-0016

X

Y

FIRE EXTINGUISHER CABINET (4-A:80-B:C)

X = REQUIRED EGRESS CAPACITY (PERSONS)

Y = PROVIDED EGRESS CAPACITY (PERSONS)

NUMBER OF OCCUPANTS (PERSONS)

ROOM TRAVEL DISTANCE

TRAVEL DISTANCE FROM ROOM

COMMON PATH OF TRAVEL

DEAD END CORRIDOR

SMOKE BARRIER

1/2-HR FIRE BARRIER

1-HR FIRE BARRIER

KNOX BOX

RT = XX-FT

CP = XX-FT

LIFE SAFETY LEGEND

DEC = XX-FT

xx

K

TD = XX-FT

Lic. No. 044409

AARON P FREIDC

O M M O

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14 FEB 2025

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SYM. DESCRIPTION DATE APP.

REVISIONS

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M B

F A

N O

SPEC.

C U s e rs \a fr e id \O n e D ri v e

J e n s e n H u g h e s \D o c u m e n ts

\2

B

B

F

IR

E a fr e id

.r v t

/1

/2

:0 :4

A

M

GI001

AHE

APF

KELLY ROOT

HMT

APF

REPAIR BEQ BB250

LIFE SAFETY GENERAL NOTES AND LEGEND

60041506 N40085-24-B-0016

05-24-0016 2 OF 174

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IBC INTERNATIONAL BUILDING CODE, 2021

UFC 1-200-01 DOD BUILDING CODE, CHANGE 3, 26 FEBRUARY 2024

UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES,CHANGE 6, 6 MAY 2021

UFC 3-520-01 INTERIOR ELECTRICAL SYSTEMS, CHANGE 2, 12 APRIL 2021

UFC 4-021-01 DESIGN AND O&M: MASS NOTIFICATION,CHANGE 1, 1 JANUARY 2010

FC 4-721-10N NAVY AND MARINE CORPS UNACCOMPANIED HOUSING, 19 MAY 2022

NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS, 2025

NFPA 13R INSTALLATION OF SPRINKLER SYSTEMS IN LOW-RISE RESIDENTIAL OCCUPANCIES, 2025

NFPA 70 NATIONAL ELECTRICAL CODE, 2023

NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE, 2025

NFPA 90A INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2024

NFPA 101 LIFE SAFETY CODE, 2024 (LSC)

BUILDING BB250 (BARRACKS) & BUILDING BB250A (MECHANICAL BUILDING)

R-2 (IBC 310.4) / DORMITORY (LSC 6.1.8.1.4) - ORDINARY HAZARD (LSC 28.1.5.1)

BUILDING BB251 (MECHANICAL BUILDING)

F-1 (IBC 306.2) / INDUSTRIAL (LSC 6.1.12.1) - ORDINARY HAZARD (LSC 40.1.5; LSC 6.2.2.3)

BUILDING BB250 (BARRACKS) & BUILDING BB250A (MECHANICAL BUILDING)

NFPA 13R WET PIPE SPRINKLER SYSTEM

EMERGENCY VOICE FIRE ALARM & MASS NOTIFICATION SYSTEM

BUILDING BB251 (MECHANICAL BUILDING)

NONE

BUILDING BB250 (BARRACKS) & BUILDING BB250A (MECHANICAL BUILDING) TYPE III-B

BUILDING BB251 (MECHANICAL BUILDING) TYPE II-B

BUILDING BB250 (BARRACKS) & BUILDING BB250A (MECHANICAL BUILDING)

BASED ON R-2 USE GROUP

ALLOWABLE FLOOR AREA (IBC TABLE 506.2): 16,000-SF

INCREASE FOR FRONTAGE (50%) (SEE SHEET GI002): 12,000-SF

TOTAL ALLOWABLE AREA PER STORY: 28,000-SF

BASIC ALLOWABLE STORIES/HEIGHT (IBC TABLE 504.3 & 504.4): 4-STORIES/60-FT

BUILDING BB251 (MECHANICAL BUILDING)

BASED ON F-1 USE GROUP

ALLOWABLE FLOOR AREA (IBC TABLE 506.2): 15,500-SF

BASIC ALLOWABLE STORIES/HEIGHT (IBC TABLE 504.3 & 504.4): 2-STORIES/55-FT

BUILDING BB250 (BARRACKS) & BUILDING BB250A (MECHANICAL BUILDING)

TOTAL FOOTPRINT FLOOR AREA 20,083-SF

TOTAL BUILDING HEIGHT 3-STORIES/45-FT

BUILDING BB251 (MECHANICAL BUILDINGS)

TOTAL FOOTPRINT FLOOR AREA 196-SF

TOTAL BUILDING HEIGHT 1-STORY/16-FT

(IBC TABLE 601) TYPE III-B (BB250 & BB250A) TYPE II-B (BB251)

STRUCTURAL FRAME, INCL. COLUMNS, GIRDERS & TRUSSES 0-HR 0-HR

BEARING WALLS, EXTERIOR 2-HR 0-HR

BEARING WALLS, INTERIOR 0-HR 0-HR

NON-BEARING WALLS, INTERIOR & EXTERIOR 0-HR 0-HR

FLOOR CONSTRUCTION 0-HR 0-HR

ROOF CONSTRUCTION 0-HR 0-HR

EXTERIOR FIRE-RESISTANCE RATING BASED ON FIRE SEPARATION DISTANCE

THE DISTANCE BETWEEN BUILDINGS BB250/BB250A AND THE MECHANICAL BUILDING BB251 IS GREATER THAN 40-FT. THIS PROVIDES A FIRE SEPARATION DISTANCE FROM THE MECHANICAL BUILDING TO THE IMAGINARY PROPERTY LINE OF 10-FT AND A FIRE SEPARATION DISTANCE FROM BUILDINGS BB250/BB250A TO THE IMAGINARY PROPERTY OF AT LEAST 30-FT. THERE IS NO FIRE RESISTANCE RATING REQUIRED FOR THE EXTERIOR

WALLS OF BUILDINGS BB250/BB250A BASED ON THE FIRE SEPARATION DISTANCE.

AREA OCCUPANCY USE

APPROX.

AREA (SF)

OCCUPANT LOAD

FACTOR

(SF/PERSON)

OCCUPANT

LOAD

(PERSONS)

FIRST FLOOR

OFFICE / DUTY

RESIDENTIAL 300

1,735

3 PER ROOM 90

LIMITS (BASED ON DORMITORY OCCUPANCY WITH PERMITTED REDUCTION FOR SPRINKLERS):

EXITS (TABLE A.10.2.2) MINIMUM CLASS B

EXIT ACCESS CORRIDORS (TABLE A.10.2.2) MINIMUM CLASS C

OTHER SPACES (TABLE A.10.2.2) MINIMUM CLASS C

OCCUPANT LOADS (LSC TABLE 7.3.1.2)

SLEEPING ROOMS 3 PERSONS PER ROOM

RESIDENTIAL 200-SF/PERSON

ASSEMBLY 15-SF/PERSON

BUSINESS 150-SF/PERSON

MEP SPACE 500-SF/PERSON

COMMON PATH OF TRAVEL (LSC TABLE A.7.6): 50-FT

COMMON PATH OF TRAVEL - MECH ROOM (LSC 7.13.1(1)(a)) 100-FT

DEAD END CORRIDOR (LSC TABLE A.7.6): 50-FT

TRAVEL DISTANCE WITHIN ROOM (LSC TABLE A.7.6): 125-FT

TRAVEL DISTANCE FROM ROOM DOOR (LSC TABLE A.7.6): 200-FT

CAPACITY OF EXITS (LSC TABLE 7.3.3.1):

LEVEL COMPONENTS (WIDTH/PERSON) 0.2-IN/PERSON

STAIRWAYS (WIDTH/PERSON) 0.3-IN/PERSON

NUMBER OF EXITS (LSC 7.4)

2 EXITS FOR AREAS WITH AN OCCUPANT LOAD LESS THAN 500

1 EXIT FOR AREAS WITH THE EXIT ACCESS LESS THAN THE ALLOWABLE COMMON PATH OF TRAVEL (28.2.4.2)

MEANS OF EGRESS MUST BE ILLUMINATED IN ACCORDANCE WITH LSC 7.8 (LSC 28.2.8). ARTIFICIAL LIGHTING IS REQUIRED AT LOCATIONS AND TIMES NECESSARY TO MAINTAIN

ADEQUATE ILLUMINATION (LSC 7.8.1.2.1).

EMERGENCY LIGHTING SYSTEMS MUST PROVIDE IN ACCORDANCE WITH LSC 7.9.2.1 & 7.9.2.2 (LSC 28.2.8).

MEANS OF EGRESS MUST BE PROVIDED WITH SIGNS IN ACCORDANCE WITH LSC 7.10 AND UFC 3-600-01 10-2 (LSC 28.2.10). SIGNS MUST HAVE LETTERING ON AN OPAQUE BACKGROUND. INTERNALLY ILLUMINATED SIGNS MUST BE LIGHT EMITTING DIODE (LED) TYPE, ELECTROLUMINESCENCE (LEC), OR COLD CATHODE TYPE. INCANDESCENT FIXTURES ARE NOT PERMITTED (UFC 3-600-01 10-2.1.1). RADIOLUMINOUS EXIT SIGNS ARE NOT PERMITTED (UFC 3-600-01 10-2.2).

FIRE EXTINGUISHERS MUST BE PROVIDED THROUGHOUT THE BUILDING IN ACCORDANCE WITH NFPA 10.

SLEEPING ROOMS

19,408 140

FUEL-FIRED HEATER ROOMS 1-HOUR (LSC TABLE 28.3.2.2.2)

1-HOUR (LSC TABLE 28.3.2.2.2)

TOTAL

FLOOR LEVEL

REQUIRED EXIT

CAPACITY

AVAILABLE EXIT

CAPACITY

NUMBER OF

EXITS REQUIRED

NUMBER OF

EXITS PROVIDED

FIRST FLOOR 3251098

ROOM REQUIRED SEPARATION

BUSINESS

MECH ROOMS 1,434 2500

REMAINING RESIDENTIAL AREAS 7,239 36200

MEP SPACE

RESIDENTIAL

LAUNDRY ROOMS > 100-SF

STAIRWAYS/UTILITY SHAFTS 1-HOUR (LSC 8.6.5)

SLEEPING ROOMS 1/2-HOUR (LSC 28.3.7.2)

NO. OF

SLEEPING

ROOMS

SECOND FLOOR

RESIDENTIAL 300 3 PER ROOM 108SLEEPING ROOMS

REMAINING RESIDENTIAL AREAS 6,502 33200RESIDENTIAL -

SECOND FLOOR 32450187

MECH ROOMS 1,453 2500MEP SPACE -

19,408 187TOTAL

THIRD FLOOR

THIRD FLOOR 32450187

APPLICABLE BUILDING CODES

USE GROUP/OCCUPANCY

FIRE PROTECTION SYSTEMS

CONSTRUCTION TYPE

ALLOWABLE AREA & HEIGHT

ACTUAL AREA & HEIGHT

FIRE RESISTANCE RATING FOR BUILDING ELEMENTS

EXTERIOR WALLS

INTERIOR FIRE RESISTANCE REQUIREMENTS

INTERIOR FINISH CLASSIFICATION

TRAVEL DISTANCES

CAPACITY OF EXITS

ADDITIONAL LIFE SAFETY CRITERIA

MEANS OF EGRESS

LOUNGE 653 4415ASSEMBLY -

RESIDENTIALSLEEPING ROOMS

REMAINING RESIDENTIAL AREAS RESIDENTIAL

MECH ROOMS MEP SPACE

TOTAL

LOUNGE ASSEMBLY

300 3 PER ROOM 108

6,502 33200-

1,453 2500-

19,408 187

653 4415-

BUILDING BB250A 111701

MECHANICAL BUILDING (BB250A)

MEP SPACE 675 500 1MECHANICAL BUILDING -

675 1TOTAL - -

SEE SHEET GI101 FOR KNOX BOX LOCATION.

KNOX BOX MUST BE MOUNTED 5-FT ABOVE THE ADJACENT WALKING SURFACE.

CONTACT BASE FIRE DEPARTMENT FOR KNOX BOX ORDER FORM.

ADDITIONAL LIFE SAFETY CRITERIA

MECHANICAL BUILDING (BB251)

MEP SPACE 196 500 0MECHANICAL BUILDING -

196 0TOTAL - -

FIRE SEPARATION DISTANCE (FSD)

FSD < 5-FT

GROUP R-2 (TYPE III-B)

1-HR

5-FT < FSD < 10-FT 1-HR

2-HR

1-HR

GROUP F-1 (TYPE II-B)

FSD ≥ 30-FT 0-HR 0-HR

10-FT < FSD < 30-FT 1-HR 0-HR

N

0 20' 40'

RISER

FMCP

BB250

IP

L

30-FTIP

L/F

R O

N

TA

G E B

O U N D A R Y

FH

BB250A

BB251

CODE COMPLIANCE SITE PLAN

A1

HL - 280'

HL - 166'

SCALE: 1" = 20'-0"

NOTES:

FDC - FIRE DEPARTMENT CONNECTION

FMCP - FIRE ALARM/MASS NOTIFICATION CONTROL PANEL

FH - FIRE HYDRANT

HL - HOSE LAY DISTANCE

IPL- IMAGINARY PROPERTY LINE

RISER - SPRINKLER RISER

30-FT - MINIMUM 30-FT FIRE SEPARATION DISTANCE

FRONTAGE CALCULATION (IBC 506.3)

MINIMUM OPEN SPACE: 40'-6" ( BETWEEN BB250 & BB251)

PERCENTAGE OF BUILDING PERIMETER WITH OPEN SPACE GREATER THAN 20-FT: 100%

FRONTAGE INCREASE FACTOR (IBC TABLE 506.3.3): 0.75

40'-6"

10'

30'

30'

FH

F H

-F D

C

HL - 120'

FDC

Lic. No. 044409

AARON P FREIDC

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SYM. DESCRIPTION DATE APP.

REVISIONS

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M B

F A

N O

SPEC.

C U s e rs \a fr e id \O n e D ri v e

J e n s e n H u g h e s \D o c u m e n ts

\2

B

B

F

IR

E a fr e id

.r v t

/1

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:0 :4

A

M

GI002

AHE

APF

KELLY ROOT

HMT

APF

REPAIR BEQ BB250

CODE COMPLIANCE SITE PLAN

60041507 N40085-24-B-0016

05-24-0016 3 OF 174

K

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

CLERKS OFFICE

XO OFFICE

COPY/KITCHENETTE

154 TOILET

TOILET

ADMINISTRATIVE

OFFICE

CO OFFICE

STORAGE

CLEAN GEAR

ADMINISTRATIVE

OFFICE

LAUNDRY

MECHANICAL

LAUNDRY

JANITOR

STORAGE

VENDING

OFFICE

CORRIDOR

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

MECHANICAL CHASE

MECHANICAL CHASE

STAIR #3

S013

STAIR #1

S011

STAIR #2

S012

MECHANICAL CHASE

SLEEPING ROOM

MECHANICAL

SLEEPING ROOM

132MECHANICAL

R T

-F

T

C P

-F

T

CP = 29-FT

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111

1 1 1 1 1 1 1 1 1 1 1 1 1 1

111111111

22222222222222

CP/TD = 38-FT 1

GENERAL SHEET NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

FOR LIFE SAFETY LEGEND, SEE SHEET GI001.

THE FLOOR MUST MAINTAIN A 1/2-HR FIRE RATING.

REPAIR EXISTING FIRESTOPPING ASSEMBLIES AT

PENETRATIONS THROUGH FIRE-RATED ASSEMBLIES WHICH

APPEAR TO BE DAMAGED OR INADEQUATE.

REPAIR EXISTING DAMAGED FIRE-RATED WALL (BROKEN,

CUT, OR DAMAGED BLOCKS OR WALLBOARD) AND FLOORS.

APPLY MARKINGS TO FIRE-RATED BARRIERS INDICATING ITS

RATING IN ACCORDANCE WITH IBC SECTION 703.5.

FIRESTOP PENETRATIONS AND JOINTS TO MAINTAIN THE

INTEGRITY OF THE FIRE-RATED CONSTRUCTION. FIRE-

RESISTANCE-RATING OF WALLS, FLOORS, CEILINGS, AND

SHAFTS MUST BE MAINTAINED.

PENETRATIONS AND JOINTS MUST BE PROVIDED WITH UL

LISTED FIRESTOP SYSTEMS.

THE RATINGS OF FIRESTOP SYSTEMS MUST BE GREATER

THAN OR EQUAL TO THE RATING OF THE BARRIER.

UL ASSEMBLIES AND MATERIAL PRODUCT DATA SHEETS

FOR FIRESTOPPING SYSTEMS MUST BE SUBMITTED AND

APPROVED BEFORE ANY FIRESTOPPING IS INSTALLED.

REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS AND INFORMATION.

C P

/T D

-F

T

KEY NOTES

1.

2.

3.

INFILL 8" x 16" OPENING IN FIRE-RATED BARRIER.

INFILL 12" x 22" OPENING IN FIRE-RATED BARRIER.

PROVIDE FIRESTOPPING ASSEMBLY FOR THE EXISTING

HEAD OF WALL ALONG THE ENTIRE LENGTH OF THE

EXISTING CHASE WALL. SEE DETAIL A2 ON THIS SHEET FOR

ADDITIONAL DETAILS.

TYPCIAL EXISTING HEAD OF WALL FIRESTOPPING DETAIL

A2 SCALE: NOT TO SCALE

CHASE WALL

CONCRETE BLOCK

CHASE WALL

CONCRETE BLOCK

SLEEPING ROOM FLOOR

PRECAST (HOLLOW-CORE) CONCRETE

CHASE FLOOR

CONCRETE OVER METAL DECKING

CHASE FLOOR

CONCRETE OVER METAL DECKING

SLEEPING ROOM FLOOR

PRECAST (HOLLOW-CORE) CONCRETE

PROVIDE FIRESTOPPING ASSEMBLY

FOR THE EXISTING HEAD OF WALL

PROVIDE FIRESTOPPING ASSEMBLY

FOR THE EXISTING HEAD OF WALL

Lic. No. 044409

AARON P FREIDC

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14 FEB 2025

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SYM. DESCRIPTION DATE APP.

REVISIONS

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M B

F A

N O

SPEC.

C U s e rs \a fr e id \O n e D ri v e

J e n s e n H u g h e s \D o c u m e n ts

\2

B

B

F

IR

E a fr e id

.r v t

/1

/2

:0 :5

A

M

GI101

AHE

APF

KELLY ROOT

HMT

APF

REPAIR BEQ BB250

LIFE SAFETY FIRST FLOOR PLAN - CONSTRUCTION

60041508 N40085-24-B-0016

05-24-0016 4 OF 174

N

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

8' 0 4' 8' 16'

N

SCALE: 3/32" = 1'-0"

C2

LIFE SAFETY FIRST FLOOR PLAN

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

B2

BUILDING BB250A LIFE SAFETY PLAN

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

B4

BUILDING BB251 LIFE SAFETY PLAN N

GRAPHIC SCALE: 3/32"=1'-0"

8' 0 4' 8' 16'

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

LOUNGE

LAUNDRY

JANITOR

STORAGE

VENDING

OFFICE

CORRIDOR

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

STAIR #3

S033

MECHANICAL CHASE

MECHANICAL CHASE

STAIR #1

S031

STAIR #2

S032

SLEEPING ROOM

MECHANICAL

SLEEPING ROOM

MECHANICAL

TD = 147-FT

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111

1 1 1 1 1 1 1 1 1 1 1 1 1 1

111111111

22222222222222

1 1 1 1

R T

-F

T

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

LOUNGE

LAUNDRY

JANITOR

STORAGE

VENDING

COMM

CORRIDOR

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

SLEEPING ROOM

237SLEEPING ROOM

SLEEPING ROOM

STAIR #3

S023

MECHANICAL CHASE

MECHANICAL CHASE

STAIR #1

S021

STAIR #2

S022

SLEEPING ROOM

MECHANICAL

SLEEPING ROOM

MECHANICAL

SLEEPING ROOM

SLEEPING ROOM

TD = 147-FT

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111

1 1 1 1 1 1 1 1 1 1 1 1 1 1

111111111

22222222222222

1 1 1 1

R T

-F

T

GENERAL SHEET NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

FOR LIFE SAFETY LEGEND, SEE SHEET GI001.

THE FLOOR MUST MAINTAIN A 1/2-HR FIRE RATING.

REPAIR EXISTING FIRESTOPPING ASSEMBLIES AT

PENETRATIONS THROUGH FIRE-RATED ASSEMBLIES WHICH

APPEAR TO BE DAMAGED OR INADEQUATE.

REPAIR EXISTING DAMAGED FIRE-RATED WALL (BROKEN,

CUT, OR DAMAGED BLOCKS OR WALLBOARD) AND FLOORS.

APPLY MARKINGS TO FIRE-RATED BARRIERS INDICATING ITS

RATING IN ACCORDANCE WITH IBC SECTION 703.5.

FIRESTOP PENETRATIONS AND JOINTS TO MAINTAIN THE

INTEGRITY OF THE FIRE-RATED CONSTRUCTION. FIRE-

RESISTANCE-RATING OF WALLS, FLOORS, CEILINGS, AND

SHAFTS MUST BE MAINTAINED.

PENETRATIONS AND JOINTS MUST BE PROVIDED WITH UL

LISTED FIRESTOP SYSTEMS.

THE RATINGS OF FIRESTOP SYSTEMS MUST BE GREATER

THAN OR EQUAL TO THE RATING OF THE BARRIER.

UL ASSEMBLIES AND MATERIAL PRODUCT DATA SHEETS

FOR FIRESTOPPING SYSTEMS MUST BE SUBMITTED AND

APPROVED BEFORE ANY FIRESTOPPING IS INSTALLED.

REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS AND INFORMATION.

KEY NOTES

1.

2.

3.

INFILL 8" x 16" OPENING IN FIRE-RATED BARRIER.

INFILL 12" x 22" OPENING IN FIRE-RATED BARRIER.

PROVIDE FIRESTOPPING ASSEMBLY FOR THE EXISTING HEAD

OF WALL ALONG THE ENTIRE LENGTH OF THE EXISTING

CHASE WALL. SEE DETAIL A2 ON THIS SHEET FOR

ADDITIONAL DETAILS.

Lic. No. 044409

AARON P FREIDC

O M M O

N W

EA

LTHOF

V

IR

G

IN

I A

P R O F

E

SSIONAL EN

G

IN

E E R

14 FEB 2025

n t

SYM. DESCRIPTION DATE APP.

REVISIONS

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M B

F A

N O

SPEC.

C U s e rs \a fr e id \O n e D ri v e

J e n s e n H u g h e s \D o c u m e n ts

\2

B

B

F

IR

E a fr e id

.r v t

/1

/2

:0 :5

A

M

GI102

AHE

APF

KELLY ROOT

HMT

APF

REPAIR BEQ BB250

LIFE SAFETY SECOND AND THIRD FLOOR PLAN - CONSTRUCTION

60041509 N40085-24-B-0016

05-24-0016 5 OF 174

N

GRAPHIC SCALE: 3/32"=1'-0"

8' 0 4' 8' 16'

SCALE: 3/32" = 1'-0"

A2

LIFE SAFETY THIRD FLOOR PLAN

N

SCALE: 3/32" = 1'-0"

C2

LIFE SAFETY SECOND FLOOR PLAN

SYM. DESCRIPTION DATE APP.

REVISIONS

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO. N40085-24-B-0016

SCALE SHEET

M

BF

A N

O

SPEC. 05-24-0016

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

MSP/JKA

JCA

J. FRANKLIN ORR, PE

JKA

JKA

OF 174

C-001

J. FRANKLIN ORR, PE

REPAIR BEQ BB250

CIVIL NOTES, LEGEND AND ABBREVIATIONS

60041510

Digitally signed by John K Avolis

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO. N40085-24-B-0016

SCALE SHEET

M

BF

A N

O

SPEC. 05-24-0016

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

MSP/JKA

JCA

J. FRANKLIN ORR, PE

JKA

JKA

OF 174

CD101

SITE PLAN-EXISTING CONDITIONS AND DEMOLITION

TN

PN

REPAIR BEQ BB250

60041511

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO. N40085-24-B-0016

SCALE SHEET

M

BF

A N

O

SPEC. 05-24-0016

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

MSP/JKA

JCA

J. FRANKLIN ORR, PE

JKA

JKA

OF 174

CS101

SITE PLAN-NEW WORK

TN

PN

REPAIR BEQ BB250

60041512

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO. N40085-24-B-0016

SCALE SHEET

M

BF

A N

O

SPEC. 05-24-0016

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

MSP/JKA

JCA

J. FRANKLIN ORR, PE

JKA

JKA

OF 174

CG101

SITE GRADING PLAN

TN

PN

REPAIR BEQ BB250

60041513

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO. N40085-24-B-0016

SCALE SHEET

M

BF

A N

O

SPEC. 05-24-0016

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

MSP/JKA

JCA

J. FRANKLIN ORR, PE

JKA

JKA

OF 174

CU101

SITE UTILITY PLAN

TN

PN

REPAIR BEQ BB250

60041514

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO. N40085-24-B-0016

SCALE SHEET

M

BF

A N

O

SPEC. 05-24-0016

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

MSP/JKA

JCA

J. FRANKLIN ORR, PE

JKA

JKA

OF 174

CU102

ENLARGED SITE UTILITY PLAN

TN

PN

REPAIR BEQ BB250

60041515

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO. N40085-24-B-0016

SCALE SHEET

M

BF

A N

O

SPEC. 05-24-0016

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

MSP/JKA

JCA

J. FRANKLIN ORR, PE

JKA

JKA

OF 174

CS501

DETAILS

REPAIR BEQ BB250

60041516

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO. N40085-24-B-0016

SCALE SHEET

M

BF

A N

O

SPEC. 05-24-0016

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

MSP/JKA

JCA

J. FRANKLIN ORR, PE

JKA

JKA

OF 174

CS502

DETAILS

REPAIR BEQ BB250

60041517

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO. N40085-24-B-0016

SCALE SHEET

M

BF

A N

O

SPEC. 05-24-0016

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

MSP/JKA

JCA

J. FRANKLIN ORR, PE

JKA

JKA

OF 174

CG501

DETAILS

REPAIR BEQ BB250

60041518

“The NPDES Construction Permit requires erosion control devices and storm water outfalls be inspected weekly and within 24 hrs of a 1 inch rain event. It will be the responsibility of the contractor to conduct these inspections and maintain records until the area has stabilized, evident by 95% vegetative growth for areas provided seeding. To facilitate rainfall monitoring a rain gauge is required to be on site.

Additionally the contractor is responsible for conducting “self inspections” indicating the date BMPs are installed and stabilization measures (seeding/mulching or sod) are initiated. Both inspections are recorded on the same report form and must be maintained by the contractor at the onsite office. Once stabilization has been accomplished inspection records are to be forwarded to EAD and all temporary erosion/sedimentation control devices removed. The contractor is responsible for maintaining compliance with all permits and plans, any changes will be approved by the state prior to execution. A copy of the Erosion and Sedimentation (ES) Control Plan, ES Letter of Approval, NPDES Construction permit, and NPDES Certificate Of Coverage will be maintained by the contractor at the onsite office. If soil is removed from or brought onsite, the applicable Solid Waste Management permit number, Erosion Sedimentation permit number or Mine permit number will be disclosed”.

SYM. DESCRIPTION DATE APP.

REVISIONS

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO. N40085-24-B-0016

SCALE SHEET

M

BF

A N

O

SPEC. 05-24-0016

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

MSP/JKA

JCA

J. FRANKLIN ORR, PE

JKA

JKA

OF 174

CG502

DETAILS

NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH

THE NCG01 CONSTRUCTION GENERAL PERMIT

Implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCG01 Construction General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheet may not apply depending on site conditions and the delegated authority having jurisdiction.

GROUND STABILIZATION SPECIFICATION

Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below:

Temporary Stabilization Permanent Stabilization Temporary grass seed covered with straw or other mulches and tackifiers Hydroseeding Rolled erosion control products with or without temporary grass seed Appropriately applied straw or other mulch Plastic sheeting

Permanent grass seed covered with straw or other mulches and tackifiers Geotextile fabrics such as permanent soil reinforcement matting Hydroseeding Shrubs or other permanent plantings covered with mulch Uniform and evenly distributed ground cover sufficient to restrain erosion Structural methods such as concrete, asphalt or retaining walls Rolled erosion control products with grass seed

POLYACRYLAMIDES (PAMS) AND FLOCCULANTS

1. Select flocculants that are appropriate for the soils being exposed during construction, selecting from the NC DWR List of Approved PAMS/Flocculants .

2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.

3. Apply flocculants at the concentrations specified in the NC DWR List of Approved

PAMS/Flocculants and in accordance with the manufacturer's instructions.

4. Provide ponding area for containment of treated Stormwater before discharging offsite.

5. Store flocculants in leak-proof containers that are kept under storm-resistant cover or surrounded by secondary containment structures.

HAZARDOUS AND TOXIC WASTE

1. Create designated hazardous waste collection areas on-site.

2. Place hazardous waste containers under cover or in secondary containment.

3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.

EQUIPMENT AND VEHICLE MAINTENANCE

1. Maintain vehicles and equipment to prevent discharge of fluids.

2. Provide drip pans under any stored equipment.

3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the project.

4. Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle when possible).

5. Remove leaking vehicles and construction equipment from service until the problem has been corrected.

6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials.

LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE

1. Never bury or burn waste. Place litter and debris in approved waste containers.

2. Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on site to contain construction and domestic wastes.

3. Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available.

4. Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and does not drain directly to a storm drain, stream or wetland.

5. Cover waste containers at the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers.

6. Anchor all lightweight items in waste containers during times of high winds.

7. Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow.

8. Dispose waste off-site at an approved disposal facility.

9. On business days, clean up and dispose of waste in designated waste containers.

PAINT AND OTHER LIQUID WASTE

1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.

2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available.

3. Contain liquid wastes in a controlled area.

4. Containment must be labeled, sized and placed appropriately for the needs of site.

5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites.

PORTABLE TOILETS

1. Install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with sand bags.

2. Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas.

3. Monitor portable toilets for leaking and properly dispose of any leaked material.

Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit.

HERBICIDES, PESTICIDES AND RODENTICIDES

1. Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions.

2. Store herbicides, pesticides and rodenticides in their original containers with the label, which lists directions for use, ingredients and first aid steps in case of accidental poisoning.

3. Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately.

4. Do not stockpile these materials onsite.

CONCRETE WASHOUTS

1. Do not discharge concrete or cement slurry from the site.

2. Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste regulations and at an approved facility.

3. Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within lot perimeter silt fence.

4. Install temporary concrete washouts per local requirements, where applicable. If an alternate method or product is to be used, contact your approval authority for review and approval. If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail.

5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving surface waters. Liquid waste must be pumped out and removed from project.

6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s) closest to the washout which could receive spills or overflow.

7. Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the washout. Additional controls may be required by the approving authority.

8. Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on the washout itself to identify this location.

9. Remove leavings from the washout when at approximately 75% capacity to limit overflow events. Replace the tarp, sand bags or other temporary structural components when no longer functional. When utilizing alternative or proprietary products, follow manufacturer's instructions.

10. At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout.

EARTHEN STOCKPILE MANAGEMENT

1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least

50 feet away from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no other alternatives are reasonably available.

2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe of stockpile.

3. Provide stable stone access point when feasible.

4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs.

A

A

BELOW GRADE WASHOUT STRUCTURE

1:1

SIDE SLOPE

(TYP.)

10 MIL

PLASTIC

LINING

3' -0

SECTION A-A

NOT TO SCALE

ABOVE GRADE WASHOUT STRUCTURE

NOT TO SCALE

PLAN

SECTION B-B

HIGH

COHESIVE &

LOW FILTRATION

SOIL BERM

8" 2'

HIGH

COHESIVE &

LOW FILTRATION

SOIL BERM1:1 SIDE SLOPE

(TYP.)

10 MIL

PLASTIC LINING

B

B

3' -0

A

SANDBAGS (TYP.)

OR STAPLES

SANDBAGS (TYP.)

OR STAPLES

SANDBAGS (TYP.)

OR STAPLES

SANDBAGS (TYP.)

OR STAPLES

NOTES:

1. ACTUAL LOCATION DETERMINED IN FIELD

2. THE CONCRETE WASHOUT STRUCTURES SHALL BE

MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES

75% OF THE STRUCTURES CAPACITY.

3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE

CLEARY MARKED WITH SIGNAGE NOTING DEVICE.

NOTES:

1. ACTUAL LOCATION DETERMINED IN FIELD

2. THE CONCRETE WASHOUT STRUCTURES

SHALL BE MAINTAINED WHEN THE LIQUID

AND/OR SOLID REACHES 75% OF THE

STRUCTURES CAPACITY TO PROVIDE

ADEQUATE HOLDING CAPACITY WITH A

MINIMUM 12 INCHES OF FREEBOARD.

3.CONCRETE WASHOUT STRUCTURE NEEDS

TO BE CLEARY MARKED WITH SIGNAGE

NOTING DEVICE.

ONSITE CONCRETE WASHOUT

STRUCTURE WITH LINER

CONCRETE

WASHOUT

CONCRETE

WASHOUT

PLAN

CLEARLY MARKED SIGNAGE

NOTING DEVICE (18"X24" MIN.)

CLEARLY MARKED SIGNAGE

NOTING DEVICE (18"X24" MIN.)

SILT FENCE

M

IN

10'

MIN

SECTION E: GROUND STABILIZATION

Required Ground Stabilization Timeframes

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

Site Area Description Timeframe variations

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

Stabilize within this many calendar days after ceasing land disturbance

None

None

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

(b) High Quality Water (HQW) Zones

(c) Slopes steeper than 3:1

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

(d) Slopes 3:1 to 4:1

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

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

NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19

PART III

SELF-INSPECTION, RECORDKEEPING AND REPORTING

SECTION A: SELF-INSPECTION

Self-inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record.

NOTE: The rain inspection resets the required 7 calendar day inspection requirement.

PART III

SELF-INSPECTION, RECORDKEEPING AND REPORTING

SECTION B: RECORDKEEPING

1. E&SC Plan Documentation

The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit.

The following items pertaining to the E&SC plan shall be kept on site and available for inspection at all times during normal business hours.

2. Additional Documentation to be Kept on Site In addition to the E&SC plan documents above, the following items shall be kept on the site and available for inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make this requirement not practical:

(a) This General Permit as well as the Certificate of Coverage, after it is received.

(b) Records of inspections made during the previous twelve months. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically-available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard-copy records.

PART III

SELF-INSPECTION, RECORDKEEPING AND REPORTING

SECTION C: REPORTING

1. Occurrences that Must be Reported

Permittees shall report the following occurrences:

(a) Visible sediment deposition in a stream or wetland.

(b) Oil spills if:

They are 25 gallons or more, They are less than 25 gallons but cannot be cleaned up within 24 hours, They cause sheen on surface waters (regardless of volume), or They are within 100 feet of surface waters (regardless of volume).

(c) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85.

(d) Anticipated bypasses and unanticipated bypasses.

(e) Noncompliance with the conditions of this permit that may endanger health or the environment.

2. Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be reported to the Department's Environmental Emergency Center personnel at (800) 858-0368.

Inspect Frequency (during normal business hours)

Inspection records must include:

(1) Rain gauge maintained in good working order

Daily Daily rainfall amounts.

If no daily rain gauge observations are made during weekend or holiday periods, and no individual-day rainfall information is available, record the cumulative rain measurement for those un-attended days (and this will determine if a site inspection is needed). Days on which no rainfall occurred shall be recorded as “zero.” The permittee may use another rain-monitoring device approved by the Division.

(2) E&SC

Measures

At least once per 7 calendar days and within 24 hours of a rain event > 1.0 inch in 24 hours

1. Identification of the measures inspected,

2. Date and time of the inspection,

3. Name of the person performing the inspection,

4. Indication of whether the measures were operating properly,

5. Description of maintenance needs for the measure,

6. Description, evidence, and date of corrective actions taken.

(3) Stormwater discharge outfalls (SDOs)

At least once per 7 calendar days and within 24 hours of a rain event > 1.0 inch in 24 hours

1. Identification of the discharge outfalls inspected,

2. Date and time of the inspection,

3. Name of the person performing the inspection,

4. Evidence of indicators of stormwater pollution such as oil sheen, floating or suspended solids or discoloration,

5. Indication of visible sediment leaving the site,

6. Description, evidence, and date of corrective actions taken.

(4) Perimeter of site

At least once per 7 calendar days and within 24 hours of a rain event > 1.0 inch in 24 hours

If visible sedimentation is found outside site limits, then a record of the following shall be made:

1. Actions taken to clean up or stabilize the sediment that has left the site limits,

2. Description, evidence, and date of corrective actions taken, and

3. An explanation as to the actions taken to control future releases.

(5) Streams or wetlands onsite or offsite (where accessible)

At least once per 7 calendar days and within 24 hours of a rain event > 1.0 inch in 24 hours

If the stream or wetland has increased visible sedimentation or a stream has visible increased turbidity from the construction activity, then a record of the following shall be made:

1. Description, evidence and date of corrective actions taken, and

2. Records of the required reports to the appropriate Division

Regional Office per Part III, Section C, Item (2)(a) of this permit.

(6) Ground stabilization measures

After each phase of grading

1. The phase of grading (installation of perimeter E&SC measures, clearing and grubbing, installation of storm drainage facilities, completion of all land-disturbing activity, construction or redevelopment, permanent ground cover).

2. Documentation that the required ground stabilization measures have been provided within the required timeframe or an assurance that they will be provided as soon as possible.

Occurrence Reporting Timeframes (After Discovery) and Other Requirements

(a) Visible sediment deposition in a stream or wetland

Within 24 hours, an oral or electronic notification.

Within 7 calendar days, a report that contains a description of the sediment and actions taken to address the cause of the deposition.

Division staff may waive the requirement for a written report on a case-by-case basis.

If the stream is named on the NC 303(d) list as impaired for sediment-related causes, the permittee may be required to perform additional monitoring, inspections or apply more stringent practices if staff determine that additional requirements are needed to assure compliance with the federal or state impaired-waters conditions.

(b) Oil spills and release of hazardous substances per Item 1(b)-(c) above

Within 24 hours, an oral or electronic notification. The notification shall include information about the date, time, nature, volume and location of the spill or release.

(c) Anticipated bypasses [40 CFR 122.41(m)(3)]

A report at least ten days before the date of the bypass, if possible.

The report shall include an evaluation of the anticipated quality and effect of the bypass.

(d) Unanticipated bypasses [40 CFR 122.41(m)(3)]

Within 24 hours, an oral or electronic notification.

Within 7 calendar days, a report that includes an evaluation of the quality and effect of the bypass.

(e) Noncompliance with the conditions of this permit that may endanger health or the environment[40 CFR 122.41(l)(7)]

Within 24 hours, an oral or electronic notification.

Within 7 calendar days, a report that contains a description of the noncompliance, and its causes; the period of noncompliance, including exact dates and times, and if the noncompliance has not been corrected, the anticipated time noncompliance is expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance. [40 CFR 122.41(l)(6).

Division staff may waive the requirement for a written report on a case-by-case basis.

Item to Document Documentation Requirements

(a) Each E&SC measure has been installed and does not significantly deviate from the locations, dimensions and relative elevations shown on the approved E&SC plan.

Initial and date each E&SC measure on a copy of the approved E&SC plan or complete, date and sign an inspection report that lists each E&SC measure shown on the approved E&SC plan. This documentation is required upon the initial installation of the E&SC measures or if the E&SC measures are modified after initial installation.

(b) A phase of grading has been completed. Initial and date a copy of the approved E&SC plan or complete, date and sign an inspection report to indicate completion of the construction phase.

(c) Ground cover is located and installed in accordance with the approved E&SC plan.

Initial and date a copy of the approved E&SC plan or complete, date and sign an inspection report to indicate compliance with approved ground cover specifications.

(d) The maintenance and repair requirements for all E&SC measures have been performed.

Complete, date and sign an inspection report.

(e) Corrective actions have been taken to E&SC measures.

Initial and date a copy of the approved E&SC plan or complete, date and sign an inspection report to indicate the completion of the corrective action.

3. Documentation to be Retained for Three Years All data used to complete the e-NOI and all inspection records shall be maintained for a period of three years after project completion and made available upon request . [40 CFR 122.41]

PART II, SECTION G, ITEM (4)

DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT

Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).

Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:

(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal shall not commence until the E&SC plan authority has approved these items,

(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,

(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,

(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,

(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and

(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.

REPAIR BEQ BB250

60041519

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO. N40085-24-B-0016

SCALE SHEET

M

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NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

MSP/JKA

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JKA

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OF 174

CU501

DETAILS

REPAIR BEQ BB250

60041520

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO. N40085-24-B-0016

SCALE SHEET

M

BF

A N

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SPEC. 05-24-0016

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

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DETAILS

REPAIR BEQ BB250

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SYM. DESCRIPTION DATE APP.

REVISIONS

DR.

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SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

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GENERAL NOTES

60041522 N40085-24-B-0016

05-24-0016 18 OF 174

A A

DEFERRED SUBMITTALS

S-101

ZONE 45 5

3 2 3 3 2 3

3 2 3 3 2 3

Z O

N E

Z O

N E

Z O

N E

Z O

N E

R O

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COMPONENTS & CLADDING NEW DESIGN WIND PRESSURE

ZONE

EFFECTIVE

WIND AREA

(+) PRESSURE

(PSF)

(-) PRESSURE

(PSF)

1 10 21 -34

1 20 20 -33

1 50 17 -32

1 100 15 -31

2 10 21 -58

2 20 20 -54

2 50 17 -48

2 100 15 -43

3 10 21 -86

3 20 20 -80

3 50 17 -73

3 100 15 -68

4 10 37 -40

4 20 35 -38

4 50 33 -36

4 100 31 -34

4 500 28 -31

5 10 37 -49

5 20 35 -46

5 50 33 -41

5 100 31 -38

5 500 28 -31

W A

LL

S

WALLS

ROOF COMPONENTS & CLADDING PRESSURE (PSF)

THE DEFERRED SUBMITTAL ITEMS MUST NOT BE INSTALLED UNTIL

THEIR DESIGN AND…