Atch 2 Camp Lejeune Drawings.pdf

INDEX OF DRAWINGS

R E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVY

SEQUENCE

NO.

SHEET NO.

OF

DATE:SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

EDWIN C. LEVY

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

04-12-2021

CAMP LEJEUNE MCB

JACKSONVILLE, NORTH CAROLINA

CAMP LEJEUNE MCB COMMISSARY

FLOORING REPLACEMENT

XXXX A/E 2021-072

RTA SOLICITATION ISSUE

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

1300 East 6th Street

501.372.2900

Little Rock, AR 72202 cromwell.com

G-001

JAR

AFC

JAR

TITLE SHEET

04/12/2021

FLOORING REPLACEMENT

CAMP LEJEUNE MCB COMMISSARY

JACKSONVILLE, NORTH CAROLINA

CONTRACT NO. HDEC03-18-D-0004

AE PROJECT NO. 2021-072

RTA SOLICITATION ISSUE

APRIL 12, 2021

DEFENSE COMMISSARY AGENCY

DIRECTORATE OF ENGINEERING -

FORT LEE, VIRGINIA

LACKLAND AFB, TEXAS

SHEET

NUMBER SHEET NAME

GENERAL INFORMATION

G-001 TITLE SHEET

PHASING

GC100 PHASING PLAN & PHASING GENERAL NOTES -

CONSTRUCTION BARRIER DETAILS

ARCHITECTURAL

A-101 OVERALL FLOOR PLAN

A-102 FLOOR PLAN

1G10-51G10-51G10-51G10-51G10-5 1G12-5

G

-5

G

-5

1G12-51G12-5

1M04-08 1M04-12 1M04-12 1M04-12 1M04-12 1M04-12

1G09-08 1G09-08

G

-1

G

-1

G

-1

1G02-12 1G02-12

G 2-0

G

-0

1G12-5

1G10-3

G

-3

1G10-5 1G10-5 1G10-5 1G10-5 1G10-5

G

-3

1G27-5

G

-2 1G27-5 1G27-5 1G27-5 1G27-5

G

-21G27-4

1. LOCATE VERTICAL FRAMING TO PREVENT INTERFERENCE WITH LIGHT

FIXTURES

2. SECURE PLYWOOD TO PARTITION FRAMING WITH SCREWS AT 12" O.C.

VERT.

3. REPAIR / REPLACE ANY DAMAGED FLOOR SLAB, WALL FINISHES, OR

CEILING FINISHES DUE TO INSTALLATION OR REMOVAL OF TEMPORARY

PARTITIONS

TEMPORARY PARTITION NOTES:WHERE CLG. GRID IS REMOVED, PROVIDE 2X4

WOOD STUD BRACES TO THE EXISTING ROOF

STRUCTURE AT MIN. 8' O.C. - ANCHOR SECURELY

TO STRUCT.

SECURELY TIE (WIRE)

TOP PLATE TO CLG. GRID

2x6 WOOD

SILL PLATE

DRILL FLOOR FOR 3/8" DIA. EXP.

ANCHOR BOLT AT 8'-0" O.C. (REMOVE

BOLT AND PATCH FLOOR AFTER

REMOVAL OF TEMPORARY WALL)

2x6 WOOD TOP PLATE

SOUND BATT INSULATION

CONT. 6 MIL POLYETHYLENE

SHEETING (TAPE ALL JOINTS)

EXISTING CEILING

WORK SIDE SALES AREA

2x6 WOOD STUDS AT 24" O.C. AND

AT EACH PLYWD PANEL JOINT

2X6 WOOD BRACE

AT ENDS & 4'-0" O.C.

TYPE 3 - HARD CONSTRUCTION BARRIER

3/8" CD PLYWOOD (PAINTED -

SEE TEMP. PARTITION NOTES)

4. ALL BARRIERS MUST BE PAINTED WHITE WHERE EXPOSED TO

CUSTOMER AREAS.

DRILL FLOOR FOR 3/8" DIA. EXP.

ANCHOR BOLT AT 8'-0" O.C. (REMOVE

BOLT & PATCH FLOOR AFTER

REMOVAL OF TEMPORARY WALL)

WORK SIDESALES AREA

2X4 WOOD BRACE

AT ENDS & 4'-0" O.C.

TYPE 2 - SAFETY BARRIER

4'

2X4 WOOD STUDS

AT & 2'-0" O.C.

2X4 WOOD TOP PLATE

3/8" CD PLYWOOD

(PAINTED - SEE

TEMP. PARTITION

NOTES)

ANCHOR KICKER TO

FLOOR OR ADD SAND

BAG TO SECURE

WORK SIDE

4'

ANCHOR KICKER TO

FLOOR OR ADD SAND

BAG TO SECURE

SALES AREA

2X4 WOOD BRACE

AT ENDS & 4'-0" O.C.

2X4 WOOD STUDS

AT & 2'-0" O.C.

2X4 WOOD TOP PLATE

CONT. 6 MIL POLYETHYLENE

FLAME RETARDANT SHEETING

(TAPE ALL JOINTS)

EXISTING CEILING

TYPE 1 - SOFT CONSTRUCTION BARRIER

2X4 WOOD SILL PLATE

STORE OPERATING HOURS

(STORE HOURS ARE - SUNDAY THRU SATURDAY: 0930-2000); EARLY BIRD HOURS ARE - 0830-0930.

VERIFY WITH STORE DIRECTOR THE STANDARD HOURS OF OPERATION AND ALL SCHEDULED EVENTS

OR VARIATIONS IN STORE HOURS.

2. THE INTENT OF THE PHASING PLANS IS TO MINIMIZE THE IMPACT OF THE CONSTRUCTION ON

THE OPERATION OF THE COMMISSARY. THE PHASING PLAN MUST ENABLE FULL SERVICE

COMMISSARY SALES TO CUSTOMERS AT ALL TIMES THE COMMISSARY IS OPEN TO

CUSTOMERS.

3. PHASING PLANS SHOWN ARE DIAGRAMMATIC & FOR PHASING PURPOSES ONLY. THEY

SHOULD NOT BE SCALED OR OTHERWISE USED FOR TAKE-OFFS. COORDINATE PHASING WITH

DEMOLITION DRAWINGS AS WELL AS PLANS FOR NEW WORK AND REPAIRS. COORDINATE WITH

PROJECT PLANS AND SPECIFICATIONS.

16. COMMISSARY SALES AND OPERATIONAL AREAS MUST BE CLEAN AND FREE OF DEBRIS,

DUST, DIRT, MUD, CONSTRUCTION MATERIALS, EQUIPMENT, ETC AT ALL TIMES. IN

INTERIOR CONSTRUCTION AREAS WHERE SIGNIFICANT DUST IS GENERATED PROVIDE

ACTIVE EXHAUST VENTILATION TO PROVIDE A NEGATIVE AIR PRESSURE IN THE DUST

AREA. PREVENT MIGRATION OF DUST TO OCCUPIED AREAS OF THE BUILDING

11. DO NOT BEGIN A SUBSEQUENT PHASE OF CONSTRUCTION UNTIL ALL WORK IN THE PREVIOUS

PHASE IS SUBSTANTIALLY COMPLETE AND TURNED OVER TO THE COMMISSARY FOR USE.

12. DO NOT COMMENCE WORK IN ANY AREA UNTIL ALL MATERIALS, SUPPLIES AND EQUIPMENT

REQUIRED TO RETURN THAT AREA TO FULLY OPERATIONAL SERVICE HAVE ARRIVED ON SITE

AND ARE READILY AVAILABLE.

NOTES REGARDING CONSTRUCTION BARRIERS:

1. PROVIDE A HARD CONSTRUCTION BARRIER WITH SOUND ATTENUATION BATT

INSULATION IN ALL AREAS WHICH INVOLVE HEAVY DEMOLITION, EXCESSIVE NOISE, OR

HIGH DUST PRODUCTION (JACK HAMMERING, CONCRETE SAWING, FLOOR GRINDING,

ETC.). PROVIDE BARRIER IN ACCORDANCE WITH PLAN DETAILS.

2. PROVIDE A SOFT CONSTRUCTION BARRIER AT AREAS OF WORK WHICH CREATE MINOR

LEVELS OF DUST, DEBRIS, OFFENSIVE ODORS, AND OTHER ACTIONS WHICH COULD BE

DISRUPTIVE TO COMMISSARY OPERATION. SOFT CONSTRUCTION BARRIER CONSISTS OF A

FOUR FOOT HIGH PLYWOOD BARRIER AND 6 MIL (MIN) POLY CONSTRUCTION SHEETING TO

THE CEILING. THE SOFT BARRIER IS TO BE ADEQUATELY SUPPORTED AND COMPLETELY

SEALED AT ALL SHEET JOINTS AND AT THE FLOOR AND CEILING (OR ROOF DECK). WHERE

CEILING HEIGHTS PROHIBIT SEALING THE BARRIER TO THE CEILING, A CAP IS TO BE

PROVIDED. DURING NON OPERATIONAL STORE HOURS; SOFT BARRIERS MAY BE PLACED

OUTSIDE OF LIMITS OF CONSTRUCTION BARRIERS AS DESCRIBED ON THE PHASING PLANS

AND DIAGRAMS AND THEN TAKEN DOWN WITH THE AREA MADE CLEAN AND SAFE IN THE

MORNING PRIOR TO STORE OPERATING HOURS.

3. A PARTIAL HEIGHT CONSTRUCTION BARRIER MAY BE USED AS SAFETY BARRIER TO

AREAS OF WORK FOR SHORT PERIODS OF TIME (LESS THAN ONE WEEK) WHICH DO NOT

CREATE DUST, DEBRIS, OFFENSIVE ODORS OR EXCESSIVE NOISE. PARTIAL HEIGHT

BARRIERS WILL BE PLYWOOD FOUR FEET HIGH AND MAY REMAIN IN PLACE DURING

NORMAL STORE OPERATING HOURS.

8. CONTRACTOR SHALL SUBMIT A CONSTRUCTION PHASING/SEQUENCING PLAN WHICH COMPLIES

WITH THE OPERATIONAL AND ACCESS REQUIREMENTS INDICATED IN THESE PHASING PLANS AND

REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE CONTRACTORS PHASING PLAN MUST BE

SPECIFIC AND INCLUDE ALL WORK REQUIRED INCLUDING DEMOLITION, LOCATION &

CONSTRUCTION OF TEMPORARY WALLS & BARRICADES, UTILITY DOWN TIME, TEMPORARY

UTILITIES AS REQUIRED TO KEEP THE COMMISSARY FACILITY OPERATIONAL AT ALL TIMES, AND

WORK TO OCCUR DURING NON-OPERATIONAL HOURS WITHIN THE COMMISSARY. COORDINATE

THE PRODUCTION OF THE CONTRACTOR'S PHASING PLAN WITH THE SPECIFIED REQUIREMENTS

FOR THE CONSTRUCTION PROGRESS MANAGEMENT SCHEDULE AND THE STORE DIRECTOR.

4. THE BOUNDARY LINES SHOWN ARE FOR GENERAL PURPOSES ONLY AND DO NOT INDICATE A

BOUNDARY WITHIN WHICH ALL WORK MUST BE CONTAINED. THE CONTRACTOR MUST

COORDINATE ANY WORK THAT COULD DISRUPT REGULAR COMMISSARY BUSINESS ACTIVITY

PRIOR TO BEGINNING WORK. MAINTAIN VEHICULAR AND PEDESTRIAN ACCESS INTO AND OUT OF

FACILITIES FREE OF OBSTRUCTIONS DURING CONSTRUCTION UNLESS SHOWN OTHERWISE.

10. NOTIFY IN WRITING UPON COMPLETION OF EACH PHASE. DO NOT PROCEED TO THE

SUBSEQUENT PHASE UNTIL THE WORK IS ACCEPTED BY THE GOVERNMENT. PROVIDE

REASONABLE TIME FOR THE COMMISSARY TO RELOCATE PRODUCT AND GOVERNMENT

EQUIPMENT WHEN MOVING IN AND OUT OF PHASES.

9. THE CONTRACTOR'S PHASING PLAN MUST IDENTIFY MEASURES TO PROVIDE FOR PUBLIC

AND EMPLOYEE SAFETY AS WELL AS CONTRACTOR'S WORKFORCE SAFETY. DIAGRAM HOW

THE CONTRACTOR WILL MAINTAIN, SERVICE CIRCULATION, AND PEDESTRIAN CIRCULATION

THROUGHOUT THE SITE DURING THE ENTIRE PROJECT. THE PLAN MUST SHOW CUSTOMER

ACCESS, SERVICE ACCESS AND EMERGENCY EGRESS DURING EACH PHASE AND

THROUGHOUT THE DURATION OF CONSTRUCTION.

4. MAINTAIN ALL TEMPORARY SIGNAGE, BARRIERS, FENCES, CONES, SCAFFOLDING,

COVERED SCAFFOLDING FOR OVERHEAD PROTECTION, SERVICE AND EGRESS

ACCESS CORRIDORS THROUGH WORK AREAS, TEMPORARY FIRE PROTECTION, ETC.

IN GOOD CONDITION FOR THE DURATION OF THE PROJECT.

6. UNLESS NOTED OTHERWISE, WORK IN EACH PHASE MAY BE DONE DURING STORE

OPERATING HOURS PROVIDED THE WORK DOES NOT INTERFERE WITH COMMISSARY

OPERATIONS AND HAS PRIOR APPROVAL.

1. HEATING, COOLING, ELECTRICAL & PLUMBING UTILITY INTERRUPTIONS MUST BE

COORDINATED WITH THE STORE DIRECTOR AND SUBMITTED IN WRITING FOR REVIEW

AND APPROVAL A MINIMUM OF 2 WEEKS BEFORE WORK CAN BEGIN. RE-CONFIRM

UTILITY SERVICE DISRUPTIONS WITH THE STORE DIRECTOR A MINIMUM OF 24 HOURS

PRIOR TO THE ACTUAL APPROVED OUTAGE.

19. EACH STORE DEPARTMENT (MEAT, PRODUCE, DAIRY, FROZEN FOODS, DELI / BAKERY)

SHOULD LOSE NO MORE THAN 50% OF THEIR DISPLAY AT ANY TIME UNLESS OTHERWISE

APPROVED BY STORE DIRECTOR.

6. PROVIDE ADA ACCESSIBLE PROTECTION BARRIERS OVER ANY EXPOSED

OPENING IN FLOOR.

2. TEMPORARY UTILITIES MUST BE INSTALLED, MAINTAINED, AND REMOVED BY THE

CONTRACTOR AT THE CONTRACTOR'S EXPENSE. REMOVE TEMPORARY UTILITIES

AND CONNECTIONS PRIOR TO THE FINAL ACCEPTANCE OF THE CONTRACT. THE

GOVERNMENT WILL NOT BE HELD LIABLE FOR CONTRACT DELAYS, DAMAGES, OR

COST INCREASES INCURRED BY INTERRUPTIONS OF UTILITY SERVICE.

3. HVAC SUPPLY AND RETURN AIR DUCTWORK CROSSING THROUGH OR TERMINATING

WITHIN A CONSTRUCTION AREA SHALL BE TEMPORARILY COVERED OR BLOCKED OFF (AS

APPROPRIATE) TO PREVENT CONSTRUCTION DUST AND DEBRIS FROM ENTERING OTHER

AREAS OF THE STORE. MAINTAIN ENVIRONMENT (TEMPERATURE AND HUMIDITY) WITHIN

EXISTING COMMISSARY BUILDING THROUGHOUT ENTIRE CONSTRUCTION PERIOD.

18. DURING HOLIDAY MONTHS OF NOVEMBER AND DECEMBER, DO NOT SCHEDULE WORK IN

THE CHECKSTAND AREA DURING SALES HOURS. ALL EXISTING CHECKSTANDS MUST BE

OPERATIONAL FOR STORE USE DURING THESE MONTHS. STORE SHALL NOT LOSE USE OF

MORE THAN 1/3 OF CHECKSTANDS AT ANY ONE TIME DURING NON-HOLIDAY MONTHS.

17. THE CONTRACTOR MAY USE AREAS ON COMMISSARY PROPERTY FOR CONSTRUCTION

STAGING AND EQUIPMENT STORAGE AS SHOWN ON THE PLANS AND WHERE DEEMED

APPROPRIATE. THE LOCATION OF THESE AREAS MUST BE APPROVED IN ADVANCE AND

MUST COMPLY WITH ALL CONTRACT REGULATIONS GOVERNING STAGING AND EQUIPMENT

STORAGE AREAS (I.E.: FENCING, UTILITIES, ACCESS HOURS, HAUL ROUTES, ETC.). THE

CONTRACTOR IS RESPONSIBLE FOR THE SECURITY OF THESE AREAS THROUGHOUT THE

DURATION OF THE CONSTRUCTION. AFTER USE, RESTORE TO ORIGINAL CONDITION ANY

LANDSCAPING, PAVEMENT, FLOOR FINISHES, ETC. WHICH HAVE BEEN DAMAGED OR

ALTERED DURING CONSTRUCTION.

15. MAINTAIN CLEAR PATHS THROUGH WORK AREAS FOR DELIVERY ACCESS TO PROCESSING

AND STAGING AREAS.

14. REMOVE DEBRIS AND TRASH FROM THE CONSTRUCTION WORK AREAS DAILY AND PLACE INTO

DUMPSTERS OR OTHER APPROVED CONTAINERS. IF TRASH MUST BE HAULED WITHIN OPERATING

AREAS, IT MUST BE IN APPROVED CLOSED CONTAINERS.

5. PROVIDE TEMPORARY SIGNAGE TO DESIGNATE CONSTRUCTION AREAS, FOR

EXAMPLE "HARD HAT AREA"; "EMERGENCY EXIT"; AND NECESSARY SIGNAGE FOR

RE-ROUTING PATRONS AND EMPLOYEES.

THE COMMISSARY WILL CONTINUE TO OPERATE AND PROVIDE FULL SERVICE TO CUSTOMERS

DURING CONSTRUCTION. THE FOLLOWING NOTES APPLY TO THE CONTRACTOR'S PLAN TO

ACCOMPLISH CONSTRUCTION WITHIN THE EXISTING FACILITY AND ARE TO BE INCORPORATED

INTO CONSTRUCTION PHASING PLAN TO BE SUBMITTED BY THE CONTRACTOR.

1. THE CONTRACTOR MUST VISIT THE FACILITY AND CAREFULLY EXAMINE THOSE PORTIONS OF

THE BUILDING AND SITE AFFECTED BY THIS WORK BEFORE SUBMITTING A PROPOSAL AND

BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT THE

EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE

THAT SUCH EXAMINATION WAS CONDUCTED AND LATER CLAIMS FOR LABOR, EQUIPMENT OR

MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED.

GENERAL PHASING NOTES:

7. PHASES ARE TO BE COMPLETED IN SEQUENTIAL ORDER. PROPOSED DEVIATIONS TO THE

SPECIFIED SEQUENCE MUST BE SUBMITTED IN ADVANCE FOR APPROVAL. PROVIDE A JUSTIFICATION

FOR WHY THE DEVIATION IS REQUIRED TO ACCOMPLISH THE CONTRACT

20. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE HOW TO TRANSFER NEW AND EXISTING

EQUIPMENT (WHICH MAY OR MAY NOT FIT) THROUGH EXISTING OPENINGS. PROVIDE ANY TEMPORARY MODIFICATIONS NEEDED TO ACCOMMODATE ALL EQUIPMENT. ANY DEMOLITION, PATCH AND REPAIR WORK, AND ASSOCIATED ENGINEERING & DESIGN WORK REQUIRED FOR EQUIPMENT TRANSFER IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL MODIFICATIONS MADE TO THE EXISTING FACILITY AS A RESULT OF EQUIPMENT TRANSFER REQUIREMENTS ARE TO BE RETURNED TO LIKE NEW CONDITION

1. REQUIRED MEANS OF EGRESS MUST BE MAINTAINED AT ALL TIMES. TEMPORARY

PARTITIONS MUST ALLOW ACCESS TO EXISTING EXITS, CORRIDORS, OCCUPIED

SPACES, ETC. DURING NORMAL STORE HOURS. TEMPORARY EGRESS CORRIDORS

MUST MEET APPLICABLE CODES FOR EXIT SIGNAGE, EMERGENCY LIGHTING, LIFE

SAFETY SPEAKER / STROBES, FIRE EXTINGUISHER PLACEMENT, SPRINKLERS, ETC.

DO NOT CLOSE OR OBSTRUCT EXITS, CORRIDORS, OR ACCESS TO OTHER

OCCUPIED SPACES.

2. LIFE SAFETY SYSTEMS MUST REMAIN FULLY OPERATIONAL THROUGHOUT

DURATION OF CONSTRUCTION. ALL EXISTING SYSTEMS (FIRE ALARM, PULL STATIONS,

HORNS, STROBES, SPEAKERS, ETC) SHOULD BE EITHER RELOCATED OR TEMPORARILY

SUSPENDED FROM THE STRUCTURE AS REQUIRED.

7. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES TO COMMISSARY FACILITY

AND PRODUCTS OCCURRING FROM INSUFFICIENT PROTECTION FROM WEATHER,

DUST, ETC.

4. ENSURE ADEQUATE VENTILATION IS MAINTAINED IN ALL AREAS THROUGHOUT

THE PERIOD OF CONSTRUCTION, INCLUDING PROTECTION FROM NOXIOUS FUMES

AND VAPORS THAT MAY OCCUR DURING CONSTRUCTION.

3. PROVIDE TEMPORARY FIRE EXTINGUISHERS ON PORTABLE STANDS WHERE DOING

HOT WORK AND WHERE MOUNTED EXTINGUISHERS ARE NOT ACCESSIBLE.

13. GOVERNMENT IS RESPONSIBLE FOR REMOVAL / RELOCATION OF MERCHANDISE WITHIN EACH AREA OF WORK & WILL DO SO AFTER RECEIPT OF CONTRACTOR'S WRITTEN NOTICE OF INTENT TO

COMMENCE WORK. CONTRACTOR SHALL TEMPORARILY REMOVE / RELOCATE EXISTING

EQUIPMENT / FURNISHINGS AS NEEDED TO COMPLETE WORK. PROTECT EQUIPMENT AND

MERCHANDISE IN AREAS OF WORK. EQUIPMENT AND FURNITURE THAT IS MOVED IN ORDER TO

COMPLETE WORK MUST BE RETURNED TO ITS ORIGINAL POSITION, CLEANED, AND FULLY

OPERATIONAL AT THE BEGINNING OF EACH BUSINESS DAY UNLESS THAT AREA OF WORK IS

DESIGNATED TO BE TEMPORARILY SHUT DOWN OR RELOCATED DURING CONSTRUCTION.

MAINTAIN IN OPERATION EXISTING EQUIPMENT OUTSIDE AREAS OF WORK DURING CONSTRUCTION

AND PROVIDE TEMPORARY UTILITIES AND CONNECTIONS AS REQUIRED TO DO SO.

MECHANICAL / ELECTRICAL / PLUMBING / FIRE PROTECTION NOTES

EGRESS / LIFE SAFETY NOTES:

5. PHASING NOTES DO NOT LIST ALL ITEMS OF WORK REQUIRED BY THE CONSTRUCTION

DOCUMENTS BUT ARE A GUIDE TO ACCOMPLISHING MAJOR AREAS OF WORK.

A

D

C B

MAINTAIN ACCESS TO

DOORS DURING STORE

OPERATING HOURS

MAINTAIN ACCESS TO

DOORS DURING STORE

OPERATING HOURS

MAINTAIN ACCESS TO

DOORS DURING STORE

OPERATING HOURS

SALES AREA

MEAT FREEZER

68D

RECEIVING/SUPPLY/DRY

STORAGE

36A

STORAGE FREEZER

68A

COMMUNICATIONS

31B

CASH AGENT

CASHIER

CUSTOMER CHECKOUT

MAINTAIN 6' MIN CLEAR AISLE WIDTH

BETWEEN CASES AND ANY TEMPORARILY-

PARTITIONS (TYP.)

TEMPORARILY RELOCATE FROZEN MERCHANDISE TO REFRIGERATED CASES IN PHASES B, C, & D

PHASING AREA DESCRIPTIONS

TEMPORARILY RELOCATE FROZEN MERCHANDISE AND DAIRY MERCHANDISE TO REFRIGERATED

CASES IN PHASES A, C, & D

TEMPORARILY RELOCATE FROZEN MERCHANDISE AND DAIRY MERCHANDISE TO REFRIGERATED

CASES IN PHASES A, B, & D

TEMPORARILY RELOCATE FROZEN MERCHANDISE AND DAIRY MERCHANDISE AND MEAT

MERCHANDISE TO REFRIGERATED CASES IN PHASES A, B, & C

PHASE A

PHASE B

PHASE C

PHASE D

(COMMENCE AFTER NOTICE TO PROCEED & APPROVAL OF SUBMITTALS)

(COMMENCE AFTER COMPLETION OF PHASE A)

(COMMENCE AFTER COMPLETION OF PHASE B)

(COMMENCE AFTER COMPLETION OF PHASE C)

PHASING SCHEDULE:

NOTICE TO PROCEED

APPROVED SUBMITTALS

PHASE 1

PHASE 2

PHASE 3

PHASE 4

A

B

C

D

R E G

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C T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

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RED A R CH IT E

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A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVY

SEQUENCE

NO.

SHEET NO.

OF

DATE:SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

EDWIN C. LEVY

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

04-12-2021

CAMP LEJEUNE MCB

JACKSONVILLE, NORTH CAROLINA

CAMP LEJEUNE MCB COMMISSARY

FLOORING REPLACEMENT

XXXX A/E 2021-072

RTA SOLICITATION ISSUE

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

1300 East 6th Street 501.372.2900

Little Rock, AR 72202 cromwell.com

GC100

JAR

AFC

JAR

PHASING PLAN & PHASING GENERAL NOTES -

CONSTRUCTION BARRIER DETAILS

04/12/2021

3/8" = 1'-0"

1 CONSTRUCTION BARRIER DETAILS

1/8" = 1'-0"

2 PHASING PLAN

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

0 4 8 16

NORTH

PLAN

NOTE: CONTRACTOR IS TO SCHEDULE AN ONSITE INSPECTION

MEETING WITH GOVERNMENT REPRESENTATIVE AND A/E REP

AFTER EXISTING VCT FLOORING HAS BEEN REMOVED AND SLAB

HAS BEEN GRINDED (AND PRIOR TO MOISTURE REMEDIATION

APPLICATION). CONTRACTOR IS TO COORDINATE THE

APPROXIMATE TIMING OF THIS BENCH MARK DATE PRIOR TO

START OF WORK.

G R

G R

TABLE

1G10-51G10-51G10-51G10-51G10-5 1G12-5

G

-5

G

-5

1G12-51G12-5

1M04-08 1M04-12 1M04-12 1M04-12 1M04-12 1M04-12

P

-0

P

-1

1P02-12

1P

-12

2G14A

2G14A

2G14A

G

C

G

C

G

C

G

I

G

I

G

I

1G09-08 1G09-08

M

-1

LOBSTERS

G

-0

1P02-12 1P02-12 1P02-12

1P

-12

M

-0

M

-1

G

-1

G

-1

G

-1

1G02-12 1G02-12

G

-0

G

-0

2P07B

1G012

1G012

1G012

1D00

(8')

B

C

1D

B

1D17B

B 9-B

1D 00(8

1D00

(12')

1G12-5

1G10-3

G

-3

1G10-5 1G10-5 1G10-5 1G10-5 1G10-5

G

-3

M

-1

1G27-5

G

-2 1G27-5 1G27-5 1G27-5 1G27-5

G

-21G27-4

G

I

A-102

SALES AREA

CUSTOMER CHECKOUT

RECEIVING/SUPPLY/DRY

STORAGE

36A

COMMUNICATIONS

31B

CASH AGENT

CASHIER

LEGEND

HATCH INDICATES APPROXIMATE LOCATION OF VET FLOORING (VCT

TYPE 1) TO BE REPLACED AND MOISTURE MITIGATION TO BE

PERFORMED ON EXISTING CONCRETE SLAB ( APPROXIMATELY 5500 SF)

R E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVYR

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IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVY

SEQUENCE

NO.

SHEET NO.

OF

DATE:SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

EDWIN C. LEVY

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

04-12-2021

CAMP LEJEUNE MCB

JACKSONVILLE, NORTH CAROLINA

CAMP LEJEUNE MCB COMMISSARY

FLOORING REPLACEMENT

XXXX A/E 2021-072

RTA SOLICITATION ISSUE

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

1300 East 6th Street 501.372.2900

Little Rock, AR 72202 cromwell.com

A-101

JAR

AFC

JAR

OVERALL FLOOR PLAN

04/12/2021

1/16" = 1'-0"

1 OVERALL FLOOR PLAN

SCALE : 1/16" = 1'-0"

0 8 16 32

NORTH

PLAN

1G10-51G10-51G10-51G10-51G10-5 1G12-5

G

-5

G

-5

1G12-51G12-5

1M04-08 1M04-12 1M04-12 1M04-12 1M04-12 1M04-12

1G09-08 1G09-08

G

-0

G

-1

G

-1

G

-1

1G02-12 1G02-12

G -0

G

-0

1G12-5

1G10-3

G

-3

1G10-5 1G10-5 1G10-5 1G10-5 1G10-5

G

-3

1G27-5

G

-2 1G27-5 1G27-5 1G27-5 1G27-5

G

-21G27-4

NOTE: START REMOVAL OF EXISTING VET

FLOORING FROM CLOSEST TILE JOINT TO

AREA INDICATED.

ALIGN NEW VET JOINT PATTERNING WITH

EXISTING JOINT PATTERNING.

NOTE: REPLACEMENT OF VET FLOORING TO

EXTEND TO UNDER KICK PLATES OF

EXISTING REFRIGERATED CASES TO POINT

THAT IS NOT VISIBLE TO CUSTOMERS

(TYPICAL)

TEMPORARILY REMOVE STAINLESS STEEL

BUMPERS FOR FLOOR REPLACEMENT.

REINSTALL AFTER FLOORING WORK. (TYPICAL)

SALES AREA

CUSTOMER CHECKOUT

RECEIVING/SUPPLY/DRY

STORAGE

36A

TEMPORARILY REMOVE PROTECTION POSTS

FOR FLOOR REPLACEMENT. REINSTALL AFTER

FLOORING WORK (TYPICAL)

LEGEND

HATCH INDICATES APPROXIMATE LOCATION OF VET FLOORING (VET

TYPE 1) TO BE REPLACED AND MOISTURE MITIGATION TO BE

PERFORMED ON EXISTING CONCRETE SLAB ( APPROXIMATELY 5500 SF)

REPLACE EXISTING RUBBER BASE AS REQUIRED W/ FLOORING REPLACEMENT

FINISH SCHEDULE

VET TYPE 1

RB - 1

JOHNSONITE

AZTERRA, VINYL ENHANCED TILE

12 INCH X 12 INCH, AT 108 COPPER

PROVIDE MOISTURE REMEDIATION SYSTEM PER SECTION 090561

JOHNSONITE

TRADITIONAL 4 INCH WALL BASE, MATCH EXISTING COLOR

VINYL ENHANCED TILE (VET)

RESILIENT BASE (RB)

NOTE: FLOOR AND BASE FINISHES TO MATCH EXISTING.

R E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVYR

E G

IS

T E

RED A R CH IT E

C T

A R K A N S A S

EDWIN C.

LEVY

SEQUENCE

NO.

SHEET NO.

OF

DATE:SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

EDWIN C. LEVY

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

04-12-2021

CAMP LEJEUNE MCB

JACKSONVILLE, NORTH CAROLINA

CAMP LEJEUNE MCB COMMISSARY

FLOORING REPLACEMENT

XXXX A/E 2021-072

RTA SOLICITATION ISSUE

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

1300 East 6th Street 501.372.2900

Little Rock, AR 72202 cromwell.com

A-102

JAR

AFC

JAR

FLOOR PLAN

04/12/2021

1/4" = 1'-0"

1 FLOOR PLAN

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

0 2 4 8

NORTH

PLAN