N4008524R2535 Dwgs.pdf

PDF 6 MB Posted Mar 27, 2024

Attached to: Maintenance & Repair Multiple Award Construction Contract (MACC)
Solicitation number: N4008524R2535
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Mar 27, 2024

This document appears to be drawings and specifications for the renovation of Building AS2818, the "Head Repairs", at Marine Corps Base Camp Lejeune in North Carolina. The key details are:

The project involves the demolition and renovation of an existing building, including the removal of plumbing fixtures, walls, floors, and roof, and the installation of new plumbing, HVAC, electrical, and architectural finishes. The drawings provide details on the demolition and new construction, including floor plans, roof plans, plumbing and HVAC layouts, and interior elevations and details. The project is being procured under Solicitation Number N4008524R2535, an Indefinite Quantity/Indefinite Delivery (IDIQ) Multiple Award Construction Contract (MACC) for Maintenance and Repair Construction Projects primarily located at Marine Corps Installations East facilities in North Carolina.

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Other files

File	Type	Posted
N4008524R2535 Amend 06.pdf	PDF	Apr 29, 2024
N4008524R2535 Amend 06 Laydown Area.pdf	PDF	Apr 29, 2024
N4008524R2535 Amen05 Dwg A-103_60039612_REVISED.pdf	PDF	Apr 22, 2024
N4008524R2535 Amen05 SubRegister.pdf	PDF	Apr 22, 2024
N4008524R2535 Amen05 SpecsRevised_20240402.pdf	PDF	Apr 22, 2024
N4008524R2535 Amend 05.pdf	PDF	Apr 22, 2024
N4008534R2535 Amen 05 LaundrySpecs.pdf	PDF	Apr 22, 2024
N4008524R2535 Amen05 ACM - AS2818.pdf	PDF	Apr 22, 2024
N4008524R2535 Amend 04.pdf	PDF	Apr 19, 2024
N4008524R2535 Amend 03.pdf	PDF	Apr 15, 2024
Site Visit Roster 4.4.24.pdf	PDF	Apr 15, 2024
N4008524R2535 Amend 02.pdf	PDF	Apr 5, 2024
N4008524R2535 Amend 01.pdf	PDF	Mar 28, 2024
Solicitation N4008524R2535.pdf	PDF	Mar 27, 2024
D - Past Performance Questionnaire.pdf	PDF	Mar 27, 2024
N4008524R2535 Pricing Sheet.pdf	PDF	Mar 27, 2024
C - Construction Experience Project Data Sheet.pdf	PDF	Mar 27, 2024
A - PIEE Vendor Registration Guide.pdf	PDF	Mar 27, 2024
N4008524R2535 Specs.pdf	PDF	Mar 27, 2024
B - PIEE Solicitation Access.pdf	PDF	Mar 27, 2024

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SHEET:

80091E1

MARINE CORPS BASE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

CAMP LEJEUNE, NORTH CAROLINA

DESIGN DIR.

SUBMITTED BY:

NAVFAC DRAWING NO.CODE IDENT. NOSIZE

SPEC.SCALE:

SATISFACTORY TO:

APPROVED: PWO OR OICC:

DR.

DES.

CHK.

DATE:

MARINE CORPS AIR STATION, NEW RIVER, N.C.

LOCATION MAP

NO. SHEET # NAVFAC # SHEET NAME

1 G-001 60039605 TITLE SHEET, GENERAL NOTES AND AREA MAPS

2 G-002 60039606 GENERAL NOTES

3 C-101 60039607 SITE DEMOLITION PLAN

4 C-102 60039608 NEW WORK SITE PLAN

5 C-103 60039609 SITE DETAILS

6 A-101 60039610 FLOOR PLAN - DEMOLITION

7 A-102 60039611 FLOOR PLAN - RENOVATION

8 A-103 60039612 ROOF PLAN

9 A-401 60039613 INTERIOR ELEVATIONS, SCHEDULES, AND

DETAILS

10 A-501 60039614 DETAILS

11 A-601 60039615 SCHEDULES AND SIGNAGE

12 P1 60039616 PLUMBING DEMOLITION

13 P2 60039617 PLUMBING NEW WORK

14 P3 60039618 WATER ISOMETRIC

15 P4 60039619 WASTE AND VENT ISOMETRIC

16 P5 60039620 PLUMBING DETAILS

17 P6 60039621 PLUMBING DETAILS AND SCHEDULE

18 M1 60039622 MECHANICAL LAYOUT AND DETAILS

19 E-100 60039623 ELECTRICAL LEGEND AND NOTES

20 E-101 60039624 SITE AND DEMOLITION PLAN

21 E-102 60039625 LIGHTING AND POWER PLAN

22 E-103 60039626 DETAILS, SCHEDULES, AND RISER

22-0005

BUILDING AS2818

HEAD REPAIRSLOCATION

MAP

VICINITY MAP

AS2818

DRAWING INDEXGENERAL NOTES

1. THESE DRAWINGS INDICATE GENERAL CONDITIONS WITH INFORMATION COMPILED FROM FIELD OBSERVATION.

CONSTRUCTION AND MATERIALS INDICATED ARE GENERAL IN NATURE AND ARE NOT INTENDED TO FULLY DESCRIBE

THE EXISTING CONSTRUCTION PRESENT. THE CONTRACTOR IS RESPONSIBLE TO INSPECT ALL FACILITIES TO BE

DEMOLISHED TO HIS OWN SATISFACTION AND INCLUDE ALL NECESSARY COSTS TO COMPLETELY REMOVE EACH

FACILITY AS DESCRIBED. CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL FIELD VERIFICATION PRIOR TO BIDDING, ORDERING MATERIALS AND DURING EVERY STEP OF CONSTRUCTION FOR EXISTING SURFACES, DIMENSIONS AND

CONDITIONS. NUMBER OF ITEMS AND LOCATIONS SHOWN ARE APPROXIMATE, CONTRACTOR MUST VERIFY ALL

CONDITIONS AND INCLUDE IN SCOPE OF WORK ACCORDINGLY.

2. PRIOR TO STARTING DEMOLITION ON ANY STRUCTURES OR UTILITIES, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF

WITH THE EXISTING CONDITIONS OF ANY STRUCTURES AND UTILITIES. THE CONTRACTOR SHALL DEVELOP A PLAN OF

DEMOLITION THAT ENSURES ALL ACTIVITIES ARE COMPLETED IN A SAFE MANNER. PROVIDE ANY TEMPORARY SHORING, SHEETING OR SUPPORT REQUIRED TO COMPLETE WORK IN A SAFE MANNER.

3. COMPLETELY REMOVE ALL STRUCTURE AND UTILITIES INDICATED, BOTH ABOVE GROUND AND BELOW GROUND.

4. WHERE ROADS, SIDEWALKS, ETC ARE INDICATED TO BE CUT AND PATCHED, EACH SHALL BE REMOVED AND REPLACED

ALONG NEAT SAW CUT LINES, AND TO THE NEAREST JOINT WHERE IT EXISTS.

5. REPAIR AND REFINISH AREAS DAMAGED OR DISTURBED BY NEW WORK TO BE PROVIDED UNDER THIS CONTRACT.

6. DIMENSIONS PROVIDED ON EXISTING ITEMS ARE PROVIDED TO AID THE CONTRACTOR UNDERSTAND THE SCOPE OF

WORK. FIELD VERIFY ALL CONDITIONS. ALL THE DIMENSIONS SHOWN ARE APPROXIMATE ONLY.

7. METHOD OF REMOVAL OF ANY BUILDING COMPONENT SHALL BE APPROVED BY THE COR (CONTRACTING OFFICER

REPRESENTATIVE). THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT REMOVAL OF EXISTING

COMPONENTS DO NOT AFFECT ADJACENT OCCUPIED AREAS.

8. DEMOLITION OPERATIONS SHALL BE COMPLETED IN COMPLIANCE WITH ALL STATE AND FEDERAL REGULATIONS AND

AS SPECIFIED.

9. ALL CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS, AND GOVERNMENT

REQUIREMENTS

10. THE NOTATION (TYP) INDICATES THAT THE CONDITION OCCURS IN MORE THAN ONE PLACE INCLUDING ALL SIMILAR

CONDITIONS NOT INDIVIDUALLY NOTED.

11. COORDINATE STAGING AREA, SITE ACCESS, TOILET USE WITH THE COR (CONTRACTING OFFICER REPRESENTATIVE).

12. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.

13. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE

RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE AS SO0N AS

PRACTICABLE.

14. CONTRACTOR SHALL MINIMIZE DUST, SEDIMENT AND DEBRIS FROM EXITING THE CONSTRUCTION SITE AND SHALL BE

RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. CONTRACTOR SHALL DISPOSE OF

DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS, ORDINANCE AND STATUTES.

15. BURNING WILL NOT BE ALLOWED ON THE PROJECT SITE UNLESS AUTHORIZED IN WRITING BY THE CONTRACTING

OFFICER.

16. ADJACENT STRUCTURES AND UTILITIES MUST REMAIN IN OPERATION DURING DEMOLITION ACTIVITIES. EXISTING ROADS

SHALL REMAIN OPEN AND ACCESSIBLE BY VEHICULAR AND PEDESTRIAN TRAFFIC. IF ROADWAY CLOSURE IS REQUIRED, APPROVAL SHALL BE SECURED FROM THE CONTRACTING OFFICER. THE CONTRACTOR SHALL PROVIDE BARRICADES, LIGHTS, SIGNAGE AND OTHER PROTECTIVE DEVICES IN ACCORDANCE

17. ALL EXISTING UTILITIES AND EXISTING FEATURES ARE TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. CONTRACTOR

MUST BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES.

18. CONTRACTOR'S PERSONNEL MUST WEAR IDENTIFICATION AT ALL TIMES.

AutoCAD SHX Text Richlands

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US 17

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US 7

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AutoCAD SHX Text Magnolia

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US 117

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US 421

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AutoCAD SHX Text %%uCAMP LEJUENE

AutoCAD SHX Text Swansboro

AutoCAD SHX Text Hampstead

AutoCAD SHX Text Wilmington

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US 17

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NEW RIVER

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GRAPHIC SCALE IN MILES

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US 70

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NEUSE

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%%UOAK GROVE

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%%UCHERRY POINT

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US 70

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RIVER

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NORTHEAST CREEK

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LEJEUNE BLVD

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VERONA LOOP ROAD

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CHATEAU RD

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RANGE RD

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DIXON-SNEADS FERRY RD

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BEACH RD

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MARINES RD

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LYMAN RD

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OLD BEAR CREEK RD

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PINEY GREEN RD

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HOLCOMB BLVD

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BREWSTER BLVD

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CURTIS

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STONE ST

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STONE BAY

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FRENCH

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CREEK

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MAIN SERVICE RD

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INTRACOASTAL WATERWAY

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MEANS LOW WATER +0.50

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MEANS SEA LEVEL 0.00

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MEANS HIGH WATER +1.00

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LEJEUNE RAILROAD

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CAMP

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SNEADS FERRY RD

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SETH

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WALLACE

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CREEK

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SOUTHWEST CREEK

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WILSON

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BAY

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COURTHOUSE

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BAY

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ELLIS

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COVE

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STONE

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CREEK

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MILL

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STONE CREEK

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CREEK

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MUDDY

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MILL CREEK

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TOWN

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CREEK

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LEWIS

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CREEK

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WHITE

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HURST

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CR.

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SNEADS

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FERRY

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ROAD

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TARAWA

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TERRACE

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KNOX

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TR. PARK

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MONTFORD

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LANDING RD

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MIDWAY

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PARK

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NAVAL

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HOSPITAL

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FRENCH

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CREEK

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AREA

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MAGAZINE

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AREA

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HADNOT

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POINT

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AREA

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INDUSTRIAL

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AREA

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PARADISE

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POINT

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AREA

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RIFLE

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RANGE

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AMPHIBIAN

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BASE

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ENGINEER

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AREA

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TRIANGLE

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OUTPOST

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BERKELEY

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MANOR

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WATKINS

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VILLAGE

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CAMP

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GEIGER

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NEW RIVER

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AIR STATION

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CAMP

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GEIGER

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WILLI

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AMS

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BLVD

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GOLF

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COURSE

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BELL

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CREEK

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FREEMAN

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MILL RUN

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ROAD

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BRINSON CREEK

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HOPE ROAD

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RIVER

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ROAD

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DUCK CREEK

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MAIN

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GATE

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MONTFORD

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AREA

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PAVILION

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MARINA

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TURKEY

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OWL

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LHA

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ORIOLE

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SANDPIPER

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EGRET

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CANARY

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DOVE

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PLOVER

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HERON

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HAWK

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DODO

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GOOSE

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FALCON

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OSPREY

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QUAIL

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JAYBIRD

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PENGUIN

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LARK

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PIGEON

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TERN

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COOT

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SWAN

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WOODPECKER

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ROBIN

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SPARROW

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MALLARD

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KIWI

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EAGLE

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PARROT

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CONDOR

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CARDINAL

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LANDFILL

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ROICC OFFICE BLDG 1005

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FRENCH CREEK BORROW PIT

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DRMO

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CONST. CONTR. NO.

AutoCAD SHX Text DISCLOSURE OF INFORMATION CONTRACTOR SHALL COMPLY AS FOLLOWS: A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CON- TRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS: (1) THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR (2) THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE. B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE FOR RELEASE. C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

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FINAL

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M. HUNTER

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M.HUNTER

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K. ROOT, R.A.

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M. HUNTER

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J. FRANKLIN ORR, P.E.

AutoCAD SHX Text PWO or OICC

AutoCAD SHX Text 11/16/2023

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BUILDING AS2818

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HEAD REPAIRS

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TITLE SHEET, GENERAL NOTES, AREA MAPS

AutoCAD SHX Text 60039605

AutoCAD SHX Text 22-0005

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NOTED

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MARINE CORPS BASE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

CAMP LEJEUNE, NORTH CAROLINA

DESIGN DIR.

SUBMITTED BY:

NAVFAC DRAWING NO.CODE IDENT. NOSIZE

SPEC.SCALE:

SATISFACTORY TO:

APPROVED: PWO OR OICC:

DR.

DES.

CHK.

DATE:

HAZARDOUS WASTE:

1. IF HAZARDOUS MATERIALS ARE FOUND ENSURE THAT SUBJECT BUILDING(S)/STRUCTURE(S) ARE EVALUATED FOR ASBESTOS/ASBESTOS CONTAINING MATERIALS/LEAD BY A

CERTIFIED PROFESSIONAL PRIOR TO THE DEMOLITION/RENOVATION.

2. ALL HAZARDOUS WASTE GENERATED BY THIS PROJECT (FOR EXAMPLE: SAA MANAGEMENT; CONTAINER MANAGEMENT; MANIFEST REQUIREMENTS; STORAGE; AND SHIPMENT)

SHALL MEET RCRA STANDARDS.

3. COORDINATE WITH FELICIA PADILLA, SUPERVISOR RESOURCE CONSERVATION & SECTION ENVIRONMENT PROTECTION SPECIALIST ENVIRONMENTAL MANAGEMENT DIVISION

MARINE CORPS BASE CAMP LEJEUNE. TELEPHONE:910-451-5256. E-MAIL: felicia.padilla@usmc.mil

ROUGH CARPENTRY

1. ALL WOOD AND PLYWOOD NEEDED TO REPAIR EXISTING CONDITIONS SHALL MEET THE FOLLOWING STANDARDS: ASTM INTERNATIONAL; AMERICAN WOOD COUNCIL (AWC); AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA); THE ENGINEERED WOOD ASSOCIATION (APA); INTERNATIONAL CODE COUNCIL (ICC); NATIONAL FIRE PROTECTION ASSOCIATION (NFPA); AND AMERICAN WOOD PRESERVERS ASSOCIATION

(AWPA).

2. TREAT WOOD PRODUCTS WITH WATERBORNE WOOD PRESERVATIVES CONFORMING TO AWPA P5. PRESSURE TREATMENT OF WOOD PRODUCTS SHALL CONFORM TO THE REQUIREMENTS OF AWPA BOOK. USE

CATEGORY SYSTEM STANDARDS U1 AND T1.

3. PRESSURE-TREATED WOOD PRODUCTS SHALL NOT CONTAIN ARSENIC, CHROMIUM, OR OTHER AGENTS CLASSIFIED AS CARCINOGENIC, PROBABLY CARCINOGENIC, OR POSSIBLY CARCINOGENIC TO HUMANS (COMPOUNDS IN GROUPS 1, 2A, OR 2B) BY THE INTERNATIONAL AGENCY FOR RESEARCH ON CANCER (IARC), LYON, FRANCE.

4. PRESSURE-TREATED WOOD PRODUCTS SHALL NOT EXCEED THE LIMITS OF THE U.S. EPA'S TOXIC CHARACTERISTIC LEACHING PROCEDURE (TCLP), AND SHALL NOT BE CLASSIFIED AS HAZARDOUS WASTE. SUBMIT CERTIFICATION FROM TREATING PLANT STATING CHEMICALS AND PROCESS USED AND NET AMOUNT OF PRESERVATIVES RETAINED ARE IN CONFORMANCE WITH SPECIFIED STANDARDS.

5. FOR ABOVE GROUND USE: 0.25 POUNDS PER CUBIC METER (PCF).

6. FOR GROUND CONTACT AND FRESH WATER USE: 0.40 POUNDS PER CUBIC METER (PCF).

7. ALL WOOD SHALL BE AIR OR KILN DRIED AFTER TREATMENT.

8. SPECIFIC TREATMENTS SHALL BE VERIFIED BY THE REPORT OF AN APPROVED INDEPENDENT INSPECTION AGENCY, OR THE AWPA QUALITY MARK ON EACH PIECE. PRESERVATIVE-TYPE PRESSURE TREATMENT SHALL

HAVE A MINIMUM MOISTURE CONTENT OF 19 PERCENT AFTER PRESSURE TREATMENT AND SHALL BE PRESSURE TREATED USING AMMONIACAL COPPER QUATERNARY COMPOUND (ACQ). PRESERVATIVE SHALL

PENETRATE A MINIMUM OF 3/8-INCH (9.5 MM) DEEP INTO WOOD.

9. FASTENERS AND CONNECTORS USED WITH PRESERVATIVE PRESSURE TREATED LUMBER SHALL BE G185 HOT DIP GALVANIZED, TYPE 304 STAINLESS STEEL OR TYPE 316 STAINLESS STEEL.

GENERAL NOTES/ENVIRONMENTAL NOTES:

1. TO ACCESS SITE CONTACT MCBCL CONSTRUCTION MANAGER.

2. CLEAN ALL ITEMS AS NECESSARY TO RECEIVE NEW FINISHES. FILL ALL HOLES TO MATCH EXISTING CONDITIONS.

3. CONTRACTOR SHALL INSURE THAT THE BUILDING REMAINS WATERTIGHT THROUGH OUT THE CONSTRUCTION OPERATIONS AND AT THE END OF EACH DAY.

4. SUBMITTALS SHALL BE SUBMITTED TO CONTRACTING OFFICER CONTRACTING REPRESENTATIVE FOR APPROVAL.

5. ALL STEEL ANGLES, PLATES AND BOLTS SHALL BE PRIMED PAINTED AS TEMPORARY PROTECTION AGAINST ORDINARY ATMOSPHERIC CONDITIONS. SUBSEQUENT FINISH

PAINTING SHALL BE PROVIDED BY CONTRACTOR.

6. COORDINATE STAGING AREA, SITE ACCESS, TOILET USE WITH THE COR (CONTRACTING OFFICER REPRESENTATIVE).

7. BURNING WILL NOT BE ALLOWED ON THE PROJECT SITE UNLESS AUTHORIZED IN WRITING BY THE CONTRACTING OFFICER.

8. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, FENCE, ETC AS NECESSARY TO INSURE SAFETY TO PUBLIC AND BUILDING OCCUPANTS.

9. CONTRACTOR'S PERSONNEL MUST WEAR IDENTIFICATION AT ALL TIMES.

10. IF CONTAMINANTS ARE SUSPECTED THROUGH ODORS OR VISUAL ACTIVITIES, IMMEDIATELY STOP WORK. CALL 911 AND CONTACT EQB AT (910) 451-9017 FOR INSTRUCTIONS.

11. CONTRACTOR SHALL REVIEW ASBESTOS INSPECTION SURVEY BEFORE COMMENCING WORK.

GENERAL NOTES - ROOFING:

1. ITEM LOCATION SUCH AS VENTS, GOOSENECKS, EQUIPMENT, TIE ANCHORS, ETC. IS APPROXIMATE. FIELD VERIFY

2. FIELD VERIFY VENT QUANTITIES

3. ALL FLASHING, COUNTER FLASHING, WOOD BLOCKING, WOOD NAILERS, AND RELATED ROOF ITEMS MUST BE REPLACED WITH NEW PER CONSTRUCTION DOCUMENTS

4. UNLESS OTHERWISE NOTED, ALL ROOF PENETRATIONS AND PLUMBING VENTS CURRENTLY LOCATED ON THE ROOF ARE TO REMAIN IN PLACE SUBSEQUENT TO NEW ROOF

INSTALLATION. REMOVE AND REPLACE ALL EXISTING FLASHING ELEMENTS AT ALL PENETRATIONS PRIOR TO NEW ROOFING SYSTEM INSTALLATION.

5. THE CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS (PLUMBING, ELECTRICAL, HVAC, ETC.) WITH DEMOLITION AND RENOVATION PHASING. COORDINATE ALL

SHUTDOWNS AND/OR MODIFICATIONS OF EXISTING SYSTEMS WITH THE CONSTRUCTION MANAGER.

6. THE CONTRACTOR SHALL DE-ENERGIZE ALL ELECTRIC CIRCUITS PRIOR TO DEMOLITION OF AFFECTED EQUIPMENT, RE-CONNECT, AND RE-ENERGIZE ALL AFFECTED

EQUIPMENT AND ELECTRICAL DEVICES AS NECESSARY TO RETURN THEM TO WORKING CONDITIONS.

7. THE CONTRACTORS MAY ONLY USE THE CAMP LEJEUNE LANDFILL FOR THE DISPOSAL OF ASBESTOS CONTAINING MATERIALS, BUILDING PRODUCTS WITH TIGHTLY ADHERED

LEAD CONTAINING PAINT, NON-CONTAMINATED CLEAN DIRT AND CLEAN GRAVEL. THE HOURS OF OPERATION ARE 0730-1530. DELIVERY OF ACCEPTABLE MATERIALS (LEAD AND ASBESTOS) SHALL BE BY APPOINTMENT ONLY. APPOINTMENTS MADE BY PHONE AT 910-451-5011 OR 910-451-2946.

8. NON-CONTAMINATED MATERIALS (IDENTIFIED ABOVE): ALL OTHER CONTRACTOR GENERATED MATERIAL SHALL BE WEIGHED THROUGH THE BASE LANDFILL SCALES BEFORE BEING REMOVED FROM THE BASE. CONTRACTORS UTILIZING THE BASE SCALES WILL REQUIRE CONTRACTING OFFICER ASSISTED PRE-REGISTRATION WITH THE LANDFILL MANAGER. THE CONTRACTING OFFICER WILL REGISTER THE CONTRACT VIA E-MAIL, WITH THE BASE LANDFILL. ALL HAUL VEHICLES WILL MAINTAIN A SECURE VEHICLE PLACARD AS A CONDITION TO UTILIZE THE SCALE. E-MAIL THE CONTRACT INFORMATION TO THE LANDFILL CLERK, INCLUDING THE NAME ON THE PRIME CONTRACTOR, CONTRACT NUMBER, JOB NAME/DESCRIPTION, COMPLETION DATE AND WHETHER OR NOT ANY OF THE ABOVE MATERIALS WILL BE DELIVERED TO THE LANDFILL. HAULING AND

OFF-BASE LANDFILL COSTS SHALL BE INCLUDED IN THE CONTRACT.

MISCELLANEOUS EXTERIOR ELEVATIONS:

1. REMOVE ALL DAMAGED MORTAR JOINTS (DOES NOT INCLUDE DEMOLISHED CONDITIONS SHOWN IN THE HATCHED AREAS). INFILL WITH NEW MORTAR TO MATCH EXISTING

CONDITIONS. FOR BIDDING PURPOSES ASSUME THAT 30 LF OR CMU JOINT MORTARS WILL NEED TO BE REPOINTED.

2. POWER WASH ALL CMU PRIOR TO PAINTING. SCRAPE/REMOVE LOOSE PAINT PRIOR TO PAINTING.

3. ACTUAL SAMPLES OF ALL THE EXTERIOR MATERIALS MUST BE SUBMITTED TO THE BEAP FOR REVIEW AND APPROVAL, NO EXCEPTIONS. COLOR CHIPS, PHOTOCOPIES, ELECTRONIC SAMPLES WILL NOT BE ACCEPTABLE

SHOP DRAWING SUBMITTALS:

1. SHOP DRAWINGS MUST BE PROJECT-SPECIFIC

2. SHOP DRAWINGS MUST BE WELL COORDINATED AMONG THE VARIOUS VENDORS/TRADES/SUBCONTRACTORS THAT CONSTITUTE A PARTICULAR BUILDING SYSTEM

3. THE GOVERNMENT WILL REJECT INCOMPLETE SHOP DRAWINGS. COMPLETE SHOP DRAWINGS MUST SHOW ALL INTERFACING COMPONENTS. FOR EXAMPLE, ON BUILDING ENVELOPE SYSTEMS:

a. OPENING PRODUCTS SUCH AS WINDOWS, DOORS, LOUVERS, PENETRATIONS, ETC. WITHOUT FLASHING, VAPOR BARRIER, THREE-PIECE SILL, INSULATION OF AIR SPACE, ETC., AND/OR

b. COMPONENTS SHOWN IN NON-PROJECT SPECIFIC WAY, AND/OR

c. COMPONENT LAYOUTS LABELED "ITEM BY OTHERS",

4. GOVERNMENT APPROVAL OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY TO PROVIDE THE CORRECT QUANTITIES, CAPABILITIES, PERFORMANCE, COORDINATION WITH ALL

TRADES, TO PERFORM THOROUGH FIELD INVESTIGATIONS, TO PROVIDE COMPLETE SYSTEMS IN PLACE AND READY FOR USE IN ACCORDANCE TO THE CONTRACT DOCUMENTS, REFERENCED CODES, GUIDELINES, ESTABLISHED GOOD PRACTICES, ETC.

AutoCAD SHX Text

CONST. CONTR. NO.

AutoCAD SHX Text

FINAL

AutoCAD SHX Text G-002

AutoCAD SHX Text

M. HUNTER

AutoCAD SHX Text

M.HUNTER

AutoCAD SHX Text

K. ROOT, R.A.

AutoCAD SHX Text

M. HUNTER

AutoCAD SHX Text

J. FRANKLIN ORR, P.E.

AutoCAD SHX Text PWO or OICC

AutoCAD SHX Text 07/14/2023

AutoCAD SHX Text

BUILDING AS2818

AutoCAD SHX Text

HEAD REPAIRS

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text 60039606

AutoCAD SHX Text 22-0005

AutoCAD SHX Text

NOTED

AutoCAD SHX Text

AS2800

AS2818

E OLD PERIMETER RD

6''

AS2808

HH AS127

1.5''

6''

6'' 4"

SHEET:

80091E1

MARINE CORPS BASE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

CAMP LEJEUNE, NORTH CAROLINA

DESIGN DIR.

SUBMITTED BY:

NAVFAC DRAWING NO.CODE IDENT. NOSIZE

SPEC.SCALE:

SATISFACTORY TO:

APPROVED: PWO OR OICC:

DR.

DES.

CHK.

DATE:

1. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES,

INCLUDING TELECOMMUNICATIONS AND COMMERCIAL CABLING, PRIOR

TO GROUND DISTURBING ACTIVITIES.

2. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS.

3. PRESERVE AND PROTECT ALL EXISTING UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING.

4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES,

INCLUDING TELECOMMUNICATIONS AND COMMERCIAL CABLING.

5. CONTRACTOR IS RESPONSIBLE TO COORDINATE COMMERCIAL

CABLING WITH COMMERCIAL CABLING PROVIDERS

6. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH APPLICABLE STATE

AND LOCAL (IAW) CODES.

7. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES

WITH ROICC.

8. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.

9. JOBSITE SHALL BE KEPT CLEAR OF ALL DEBRIS AND TRASH.

10.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF

ENVIRONMENTAL, HEALTH AND SAFETY (EHS). CONTRACTOR SHALL BE

RESPONSIBLE FOR COMPLYING WITH ITS POLICIES AND PROCEDURES

RELATED TO EHS MATTERS..

1. DEMOLISH AND REMOVE EXISTING CONCRETE PAD AND ENCLOSURE.

2. DEMOLISH AND REMOVE EXISTING BICYCLE RACK.

3. CUT AND CAP EXISTING WATER SERVICE LINE. REMOVE EXISTING GATE

VALVE.

4. PROTECT ALL OTHER UTILITIES AND INFRASTRUCTURE THAT ARE TO

REMAIN.

5. CONTRACTOR MUST LOCATE THE EXISTING GAS LOCATION AND DEPTH

PRIOR TO CONSTRUCTION SO TO PROTECT IT.

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text

DEMOLISH CONCRETE PAD AND ENCLOSURE, REMOVE DRINK MACHINES

AutoCAD SHX Text

CUT & CAP EXISTING 1.5" SERVICE LINE

AutoCAD SHX Text

DEMOLISH EXISTING BICYCLE RACK

AutoCAD SHX Text

CONST. CONTR. NO.

AutoCAD SHX Text

FINAL

AutoCAD SHX Text C-101

AutoCAD SHX Text

MORGAN HUNTER

AutoCAD SHX Text

MATT HORNE

AutoCAD SHX Text

KELLY ROOT

AutoCAD SHX Text

MORGAN HUNTER

AutoCAD SHX Text

J. FRANK ORR

AutoCAD SHX Text PWO or OICC

AutoCAD SHX Text

BUILDING AS2818

AutoCAD SHX Text

HEAD REPAIRS

AutoCAD SHX Text

SITE DEMOLITION PLAN

AutoCAD SHX Text 60039607

AutoCAD SHX Text 22-0005

AutoCAD SHX Text

NOTED

AutoCAD SHX Text

GENERAL NOTES:

AutoCAD SHX Text

DEMO NOTES:

AutoCAD SHX Text

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

AS2800

AS2818

6''

AS2808

E OLD PERIMETER RD

6''

2''

3/ 4"

SHEET:

80091E1

MARINE CORPS BASE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

CAMP LEJEUNE, NORTH CAROLINA

DESIGN DIR.

SUBMITTED BY:

NAVFAC DRAWING NO.CODE IDENT. NOSIZE

SPEC.SCALE:

SATISFACTORY TO:

APPROVED: PWO OR OICC:

DR.

DES.

CHK.

DATE:

1. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES,

INCLUDING TELECOMMUNICATIONS AND COMMERCIAL CABLING, PRIOR

TO GROUND DISTURBING ACTIVITIES.

2. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS.

3. PRESERVE AND PROTECT ALL EXISTING UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING.

4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES,

INCLUDING TELECOMMUNICATIONS AND COMMERCIAL CABLING.

5. CONTRACTOR IS RESPONSIBLE TO COORDINATE COMMERCIAL

CABLING WITH COMMERCIAL CABLING PROVIDERS

6. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH APPLICABLE STATE

AND LOCAL (IAW) CODES.

7. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES

WITH ROICC.

8. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.

9. JOBSITE SHALL BE KEPT CLEAR OF ALL DEBRIS AND TRASH.

10.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF

ENVIRONMENTAL, HEALTH AND SAFETY (EHS). CONTRACTOR SHALL BE

RESPONSIBLE FOR COMPLYING WITH ITS POLICIES AND PROCEDURES

RELATED TO EHS MATTERS..

1. INSTALL NEW 4" CONCRETE SIDEWALK. PREPARE SUBGRADE PRIOR TO

PLACING CONCRETE. SEE C102 DETAIL "A".

2. INSTALL NEW 2" WATER SERVICE LINE. PROVIDE NEW RPZ AND NEW

VALVE.

3. INSTALL NEW SANITARY SEWER DUMPING STATION. SEE C102 DETAIL

"B".

5. CONTRACTOR MUST LOCATE THE EXISTING GAS LOCATION AND DEPTH

PRIOR TO CONSTRUCTION SO TO PROTECT IT.

AutoCAD SHX Text

NEW 2" WATER SERVICE LINE

AutoCAD SHX Text

NEW RPZ

AutoCAD SHX Text

NEW SANITARY SEWER DUMPING STATION

AutoCAD SHX Text

NEW GATE VALVE

AutoCAD SHX Text

NEW SIDEWALK

AutoCAD SHX Text

EXISTING WATER SERVICE

AutoCAD SHX Text

NEW YARD HYDRANT SEE PLUMBING DETAILS

AutoCAD SHX Text

NEW GATE VALVE

AutoCAD SHX Text

CONST. CONTR. NO.

AutoCAD SHX Text

FINAL

AutoCAD SHX Text C-102

AutoCAD SHX Text

MORGAN HUNTER

AutoCAD SHX Text

MATT HORNE

AutoCAD SHX Text

KELLY ROOT

AutoCAD SHX Text

MORGAN HUNTER

AutoCAD SHX Text

J. FRANKLIN ORR

AutoCAD SHX Text PWO or OICC

AutoCAD SHX Text

BUILDING AS2818

AutoCAD SHX Text

HEAD REPAIRS

AutoCAD SHX Text

NEW WORK SITE PLAN

AutoCAD SHX Text 60039608

AutoCAD SHX Text 22-0005

AutoCAD SHX Text

NOTED

AutoCAD SHX Text

GENERAL NOTES:

AutoCAD SHX Text

NEW WORK NOTES:

AutoCAD SHX Text

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

MARINE CORPS BASE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

CAMP LEJEUNE, NORTH CAROLINA

DESIGN DIR.

SUBMITTED BY:

NAVFAC DRAWING NO.CODE IDENT. NOSIZE

SPEC.SCALE:

SATISFACTORY TO:

APPROVED: PWO OR OICC:

DR.

DES.

CHK.

DATE:

1. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES,

INCLUDING TELECOMMUNICATIONS AND COMMERCIAL CABLING, PRIOR

TO GROUND DISTURBING ACTIVITIES.

2. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS.

3. PRESERVE AND PROTECT ALL EXISTING UTILITIES, INCLUDING

TELECOMMUNICATIONS AND COMMERCIAL CABLING.

4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES,

INCLUDING TELECOMMUNICATIONS AND COMMERCIAL CABLING.

5. CONTRACTOR IS RESPONSIBLE TO COORDINATE COMMERCIAL

CABLING WITH COMMERCIAL CABLING PROVIDERS

6. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH APPLICABLE STATE

AND LOCAL (IAW) CODES.

7. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES

WITH ROICC.

8. SOD ANY DISTURBED AREAS UPON COMPLETION OF CONSTRUCTION.

9. JOBSITE SHALL BE KEPT CLEAR OF ALL DEBRIS AND TRASH.

10.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF

ENVIRONMENTAL, HEALTH AND SAFETY (EHS). CONTRACTOR SHALL BE

RESPONSIBLE FOR COMPLYING WITH ITS POLICIES AND PROCEDURES

RELATED TO EHS MATTERS..

AutoCAD SHX Text

DIRECTION OF FLOW

AutoCAD SHX Text

4" PVC THREADED CAP

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

3000 PSI CONCRETE

AutoCAD SHX Text

NEW CONCRETE SIDEWALK 3000 PSI

AutoCAD SHX Text

COMPACTED ABC STONE

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

CONST. CONTR. NO.

AutoCAD SHX Text

FINAL

AutoCAD SHX Text C-103

AutoCAD SHX Text

MORGAN HUNTER

AutoCAD SHX Text

MATT HORNE

AutoCAD SHX Text

KELLY ROOT

AutoCAD SHX Text

MORGAN HUNTER

AutoCAD SHX Text

J. FRANK ORR

AutoCAD SHX Text PWO or OICC

AutoCAD SHX Text

BUILDING AS2818

AutoCAD SHX Text

HEAD REPAIRS

AutoCAD SHX Text

SITE DETAILS

AutoCAD SHX Text 60039609

AutoCAD SHX Text 22-0005

AutoCAD SHX Text

NOTED

AutoCAD SHX Text

GENERAL NOTES:

AutoCAD SHX Text C

AutoCAD SHX Text

CONCRETE SIDEWALK SECTION VIEW

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text A

AutoCAD SHX Text C102

AutoCAD SHX Text

SANITARY SEWER DUMPING STATION

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text B

AutoCAD SHX Text C102

AutoCAD SHX Text

PLAN VIEW

SECTION VIEW "C"

7 7

10 10

15 5

± 3 3'-

± 25'-4"

EXISTING CMU WALLS TO REMAIN

CMU WALLS, DOORS, FRAMES, WINDOWS,

FIXTURES AND EQUIPMENT TO BE REMOVED

LIMITS OF FLOOR SLAB DEMOLITION

3/8"= 1'-0"

FLOOR PLAN - DEMOLITION

A-101

SHEET:

80091E1

MARINE CORPS BASE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

CAMP LEJEUNE, NORTH CAROLINA

DESIGN DIR.

SUBMITTED BY:

NAVFAC DRAWING NO.CODE IDENT. NOSIZE

SPEC.SCALE:

SATISFACTORY TO:

APPROVED: PWO OR OICC:

DR.

DES.

CHK.

DATE:

DEMOLITION NOTES

NO. NOTE

1 SAWCUT AND REMOVE EXISTING CONCRETE SLAB (APPROXIMATELY 4" THICK). SEE HATCH FOR AREA OF CONCRETE

REMOVAL, APPROXIMATELY 740 S.F. SEE PLUMBING FOR ADDITIONAL NOTES.

2 REMOVE EXISTING CMU WALL AS INDICATED.

3 REMOVE EXTERIOR CMU WALL (3'-4") TO RECEIVE NEW DOOR.

4 REMOVE DOOR, FRAME, ANCHORS AND OTHER RELATED ITEMS.

5 REMOVE WINDOW, FRAME, ANCHORS, CAULKING, AND OTHER RELATED ITEMS.

6 REMOVE EXISTING CEILING, INSULATION, AND LIGHTING. EXHAUST FANS AND ALL ASSOCIATED

SWITCHES/WIRING/CIRCUITS. SEE ELECTRICAL DEMOLITION FOR ADDITIONAL DETAILS.

7 REMOVE ALL SHOWER ITEMS INCLUDING FLOOR DRAIN. SEE PLUMBING DEMOLITION FOR ADDITIONAL DETAILS.

8 REMOVE TOILET PARTITIONS, SUPPORTS, HARDWARE, ACCESSORIES, ANCHORS, AND OTHER RELATED ITEMS.

9 REMOVE ALL TOILET ACCESSORIES INCLUDING PAPER TOWEL DISPENSER, SOAP DISPENSER, GRAB BARS, TOILET

PAPER HOLDER, ETC.

10 REMOVE BENCHES AND ASSOCIATED HARDWARE. REPAIR CMU WALL WHERE NOT BEING DEMOLISHED.

11 REMOVE ALL FIXTURES (SINKS, TOILETS, URINALS). REMOVE ALL ASSOCIATED PIPING COMPLETE.

12 REMOVE EXISTING CHANGING TABLES.

13 REMOVE EXISTING WATER COOLERS.

14 PRESERVE AND PROTECT SIDEWALK. SEE CIVIL FOR ADDITIONAL NOTES.

15 PREPARE EXISTING CMU WALL FOR NEW PAINT.

N N

O R

TRUE NORTH

DEMOLITION LEGEND - PLANS

AutoCAD SHX Text

CONST. CONTR. NO.

AutoCAD SHX Text

FINAL

AutoCAD SHX Text A-101

AutoCAD SHX Text

M. HUNTER

AutoCAD SHX Text

M. HUNTER

AutoCAD SHX Text

K. ROOT, R.A.

AutoCAD SHX Text

M. HUNTER

AutoCAD SHX Text

J. FRANKLIN ORR, P.E.

AutoCAD SHX Text

BUILDING AS2818

AutoCAD SHX Text

HEAD REPAIRS

AutoCAD SHX Text

FLOOR PLAN - DEMOLITION

AutoCAD SHX Text 60039610

AutoCAD SHX Text 22-0005

AutoCAD SHX Text

NOTED

AutoCAD SHX Text

WASH STATION

MECH

WOMEN

MEN

2B2B

3 3

4 4

8 8

± 25'-4"

± 3 3'-

± 5'-4" ± 7'-4" ± 5'-4"± 3'-8"

± 8 " ± 6"

± 5'-1"

± 5 '-8

± 11'-4"

± 1 8'-

1" ± 8

'-1

± 5'-8" ± 8'-4" ± 2'-8"± 3'-0"

± 3 '-0

± 3'-0"± 3'-0"

± 5 '-0

± 3

'-0

± 3 '-0

" 9

± 5 '-0

± 3

'-0

± 2 '-6

± 2

'-6

± 6 '-1

± 4 '-1

± 3'-0"± 3'-0"

± 4"

± 5 '-0

± 3 '-0

± 2 '-8

T-1 T-1

T-2T-2

T-2 T-2

RES-1RES-1

PNT-1; TYP.

PNT-4PNT-4

PNT-2; TYP.

PNT-3; TYP.

TS-1TS-1 TP-1; TYP.TP-1; TYP.

SS-1

101A 102A

LAUNDRY

103 CLOSET

103A

104A 105A

S1 S2

W1 W1

W2W2 1

± 5'-0"

± 1'-6"

± 4"

2A 2A

± 8

2B 2B

SHEET:

80091E1

MARINE CORPS BASE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

CAMP LEJEUNE, NORTH CAROLINA

DESIGN DIR.

SUBMITTED BY:

NAVFAC DRAWING NO.CODE IDENT. NOSIZE

SPEC.SCALE:

SATISFACTORY TO:

APPROVED: PWO OR OICC:

DR.

DES.

CHK.

DATE:

3/8"= 1'-0"

FLOOR PLAN - RENOVATION

A-102

RENOVATION NOTES

NO. NOTE

PROVIDE NEW 4" CONCRETE SLAB AFTER NEW PLUMBING PIPING IS IN PLACE. SLOPE TO NEW FLOOR DRAINS (1

4" PER

FOOT OF LENGTH). MATCH EXISTING SIDEWALK ELEVATIONS AT ENTRY POINTS. SEE PLUMBING FOR ADDITIONAL

NOTES. SEE FINISH SCHEDULE FOR FLOOR FINISH, SHEET A-102.

2 PROVIDE CMU WALL TO 8'-8" A.F.F. PAINT. TYPICAL OF 8" CMU, 6" CMU, AND 4" CMU. LOCATIONS NOTED IN NOTES 2A, 2B, AND 2C.

2A PROVIDE 8" CMU WALL.

2B PROVIDE 6" CMU WALL.

2C PROVIDE 4" CMU WALL.

3 INSTALL NEW EXTERIOR STEEL DOOR, FRAME, AND HARDWARE. PAINT. PROVIDE STEEL LINTEL AT NEW MASONRY

OPENING. SEE DOOR SCHEDULE, SHEET A-601.

4 INSTALL NEW STEEL DOOR, FRAME, AND HARDWARE. PAINT. PROVIDE STEEL LINTEL AT NEW MASONRY OPENING.

SEE DOOR SCHEDULE, SHEET A-601.

5 INSTALL NEW WINDOW. SEE WINDOW SCHEDULE, SHEET A-601.

6 PROVIDE MOISTURE RESISTANT GWB-PTD CEILING 8'-8" A.F.F. AND INSULATION. SEE ELECTRICAL DRAWINGS.

7 PROVIDE CONCRETE SHOWER PAN. SLOPE TO FLOOR DRAINS 14" PER FOOT OF LENGTH.

PROVIDE THROUGH-BODY COLOR PHENOLIC TOILET PARTITIONS, SUPPORTS, HARDWARE, ACCESSORIES, ANCHORS, AND OTHER RELATED ITEMS. TOILET COMPARTMENTS (5) TOTAL. URINAL SCREENS (2) TOTAL.

9 PROVIDE NEW PLUMBING FIXTURE. SEE PLUMBING FOR ADDITIONAL NOTES.

10 PROVIDE NEW WATER COOLERS. SEE PLUMBING FOR ADDITIONAL NOTES.

11 PROVIDE NEW SIDEWALK. PRESSURE WASH EXISTING SIDEWALK. SEE CIVIL FOR ADDITIONAL NOTES.

PATCH AND REPAIR EXISTING CMU WALL. PREPARE EXISTING CMU WALLS (INTERIOR AND EXTERIOR) FOR NEW FINISHES PER MANUFACTURER'S RECOMMENDATIONS. PAINT NEW AND EXISTING CMU WALL. SEAL CMU PER

MANUFACTURER'S RECOMMENDATIONS. SEE FINISH SCHEDULE, SHEET A-102.

13 PROVIDE TOILET ACCESSORIES INCLUDING PAPER TOWEL DISPENSER, SOAP DISPENSER, GRAB BARS, TOILET PAPER HOLDER, CHANGING TABLES, ETC. SEE TOILET ACCESSORIES SCHEDULE, SHEET A-401.

14 PROVIDE STAINLESS STEEL UTILITY SINK, 24"X24"

FINISH SCHEDULE

CODE DESCRIPTION BASIS OF DESIGN NOTES

T-1 PORCELAIN TILE

MANUFACTURER: DALTILE

PRODUCT: HAUT MONDE; STONE ATTACHE COLLECTION;

COLORBODY PORCELAIN TILE

COLOR: TBD; PROVIDE SAMPLES FOR GOVERNMENT REVIEW.

SIZE: 2"X2" MOSAIC

TO BE USED ON FLOORS IN SHOWER AREA.

PROVIDE 4" COVE BASE IN SHOWER AREA.

T-2 PORCELAIN TILE

MANUFACTURER: DALTILE

PRODUCT: HAUT MONDE; STONE ATTACHE COLLECTION;

COLORBODY PORCELAIN TILE

COLOR: TBD; PROVIDE SAMPLES FOR GOVERNMENT REVIEW.

SIZE: 12"X24"; VERTICAL INSTALL.

TO BE USED ON SHOWER WALLS.

GR-1 GROUT MANUFACTURER: CUSTOM

COLOR: TBD; PROVIDE SAMPLES FOR GOVERNMENT REVIEW. TO BE USED ON FLOORS AND WALLS.

RES-1 STANDARD

RESINOUS FLOORING

MANUFACTURER: STONHARD

COLOR: TBD; PROVIDE SAMPLES FOR GOVERNMENT REVIEW.

TO BE USED ON FLOORS IN RESTROOM AREA.

PROVIDE 4" EPOXY COVE BASE.

PNT-1 ACRYLIC PAINT

FINISH

MANUFACTURER: SHERWIN WILLIAMS

COLOR: TBD. PROVIDE SAMPLES FOR GOVERNMENT REVIEW. MEN'S HEAD. EGGSHELL FINISH. PAINTED CMU.

PNT-2 ACRYLIC PAINT

FINISH

MANUFACTURER: SHERWIN WILLIAMS

COLOR: TBD. PROVIDE SAMPLES FOR GOVERNMENT REVIEW. WOMEN'S HEAD. EGGSHELL FINISH. PAINTED CMU.

PNT-3 ACRYLIC PAINT

FINISH

MANUFACTURER: SHERWIN WILLIAMS

COLOR: TBD. PROVIDE SAMPLES FOR GOVERNMENT REVIEW. LAUNDRY ROOM. EGGSHELL FINISH. PAINTED CMU.

PNT-4 ACRYLIC PAINT

FINISH

MANUFACTURER: SHERWIN WILLIAMS

COLOR: HIGH REFLECTIVE WHITE.

EGGSHELL FINISH. PAINTED MOISTURE RESISTANT GYPSUM BOARD.

CEILING.

TS-1 TRANSITION STRIP MANUFACTURER: SCHLUTER

MATERIAL: STAINLESS STEEL 304

TRANSITION FROM STANDARD RESINOUS FLOORING TO 2"x2" MOSAIC TILE.

MODEL OPTIONS:

DECO - IF NO TRANSITION BETWEEN HEIGHTS REQUIRED

RENO-TK - IF TRANSITION BETWEEN DIFFERING HEIGHTS IS REQUIRED

TP-1 TOILET PARTITIONS

MANUFACTURER: ASI GLOBAL PARTITIONS

MATERIAL: COLOR THRU PHENOLIC

COLOR: TBD; PROVIDE SAMPLES FOR GOVERNMENT REVIEW.

OVERHEAD-BRACED COMPARTMENTS

SS-1 SOLID SURFACE

COUNTERTOP

MANUFACTURER: CORIAN

COLOR: TBD; PROVIDE SAMPLES FOR GOVERNMENT REVIEW. SEE DETAIL SHEET 4/A-401.

N N

O R

TRUE NORTH

AutoCAD SHX Text

DRY

AutoCAD SHX Text

WASH

AutoCAD SHX Text

CONST. CONTR. NO.

AutoCAD SHX Text

FINAL

AutoCAD SHX Text A-102

AutoCAD SHX Text

M. HUNTER

AutoCAD SHX Text

M. HUNTER

AutoCAD SHX Text

K. ROOT, R.A.

AutoCAD SHX Text

M. HUNTER

AutoCAD SHX Text

J. FRANKLIN ORR, P.E.

AutoCAD SHX Text PWO or OICC

AutoCAD SHX Text

BUILDING AS2818

AutoCAD SHX Text

HEAD REPAIRS

AutoCAD SHX Text

FLOOR PLAN - RENOVATION

AutoCAD SHX Text 60039611

AutoCAD SHX Text 22-0005

AutoCAD SHX Text

NOTED

AutoCAD SHX Text

A-501

TYP.

A-501

A-103

A-501

SEAM CAP

PANEL

CLIP PANEL WITH (2) TWO FASTENERS-TYP. FIX PANELS AT FIRST

PANEL CLIP. REFER TO FIXED PANEL DETAIL FOR PROPER

INSTALLATION.

SEALANT SANDWICHED BETWEEN VERTICAL PANEL LEGS

CONT NEOPRENE FOAM CLOSURE

TURN DOWN PANEL SEAM CAP IN

FIELD

DOUBLE MATERIAL THICKNESS AT EDGE STIFFENER FASTENED

WITH #44-1/8" S.S. RIVETS AT SEAM END CLOSURE

EAVE TRIM WITH HOLD-DOWN CLIP WITH FASTENERS AT 18"

O.C.

EXISTING ROOF SHEATHING (FOR BIDDING PURPOSES REPLACE 10

%) OVER TRUSSES

NEW ITEMS FROM BOTTOM TO TOP: CDX PLYWOOD, INSULATION,

VAPOR BARRIER (SELF-SDHERING MEMBRANE)

BUILDING ENVELOPE: INSTALL SELF-EXPANDING INSULATION AND

VAPOR BARRIER TO ENSURE CONTINUITY OF MATERIALS ON ROOF

AND WALL PLANES

SOLID PLASTIC WOOD FASCIA TRIM COMPONENTS

2 x P T CONT CLOSURE TO CONTAIN SELF-EXPANDING INSULATION

5/8" MOIST RESIST GWB-PANT. AND SOLID PLASTIC WOOD TRIM ALL

SIDES. APPLY CONT BEAD OF CAULKING AT ALL DISSIMILAR

MATERIALS

A-103

SUBSTRATE

PANEL, PANEL CLIP, AND FASTENERS

(TWO PER CLIP).

FIX PANELS AT FIRST PANEL CLIP

SEALANT BED SANDWICHED BETWEEN

VERTICAL PANEL LEGS

PANEL CAP

CONT NEOPRENE FOAM CLOSURE

TURN DOWN PANEL SEAM CAPS IN FIELD

SS RIVETS AT SEAM END CLOSURE

DOUBLE MATERIAL THICKNESS AT

EDGE STIFFENER EAVE TRIM. SEE

OTHER DETAILS FOR GUTTER

CONDITIONS WHEN APPLICABLE

EDGE FLASHING, HOLD-DOWN

CLEAT AND FASTENER

X X

SHEET:

80091E1

MARINE CORPS BASE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

CAMP LEJEUNE, NORTH CAROLINA

DESIGN DIR.

SUBMITTED BY:

NAVFAC DRAWING NO.CODE IDENT. NOSIZE

SPEC.SCALE:

SATISFACTORY TO:

APPROVED: PWO OR OICC:

DR.

DES.

CHK.

DATE:

1/4"= 1'-0"

ROOF PLAN

A-103

NTS

ROOF EDGE DETAIL

A-103

NTS

ROOF EDGE DETAIL

A-103

ROOF PLAN NOTES

NO. DESCRIPTION DEMOLITION NOTE RENOVATION NOTE

1 ROOFING SYSTEM DEMOLISH ASPHALT SHINGLES, FLASHING, TRIM ITEMS, VAPOR

BARRIER, AND OTHER RELATED ITEMS STANDING SEAM METAL ROOFING (TYPICAL) PER SPECS AND DETAILS.

2 SUBSTRATE

AND WOOD BLOCKING

REMOVE ALL UNSUITABLE MATERIALS AS INDICATED IN THE

CONSTRUCTION DOCUMENTS. BRING TO THE ATTENTION OF THE

GOVERNMENT SCOPE OF WORK DEEMED TO NOT BE INCLUDED.

REPLACE AS NECESSARY (ASSUME 10% FOR BIDDING PURPOSES)

3 RIDGE DEMO RIDGE ITEMS AND OTHER RELATED ITEMS. PROVIDE RIDGE. SEE DETAIL1/A-501.

4 LOUVERS DEMOLISH LOUVERS, FLASHING, TRIM, AND OTHER RELATED ITEMS. PROVIDE LOUVERS. SEE DETAIL 3/A-501.

5 VENTS PROTECT VENT AS NECESSARY. DEMOLISH BOOT VENT, FLASHING,

AND OTHER RELATED ITEMS.

PROVIDE VENTS. SEE DETAIL 7/A-501. SEE MECHANICAL FOR ADDITIONAL

NOTES.

6 FASCIA BOARDS

AND TRIM DEMOLISH ALL ITEMS. PROVIDE FASCIA AND TRIM. SEE DETAIL 2/A-103.

7 EXTERIOR SOFFIT DEMOLISH ALL ITEMS. PROVIDE EXTERIOR SOFFIT. SEE DETAIL 2/A-103.

N N

O R

TRUE NORTH

AutoCAD SHX Text

CONST. CONTR. NO.

AutoCAD SHX Text

FINAL

AutoCAD SHX Text A-103

AutoCAD SHX Text

M. HUNTER

AutoCAD SHX Text

M. HUNTER

AutoCAD SHX Text

K. ROOT, R.A.

AutoCAD SHX Text

M. HUNTER

AutoCAD SHX Text

J. FRANKLIN ORR, P.E.

AutoCAD SHX Text PWO or OICC

AutoCAD SHX Text

BUILDING AS2818

AutoCAD SHX Text

HEAD REPAIRS

AutoCAD SHX Text

ROOF PLAN AND DETAILS

AutoCAD SHX Text 60039612

AutoCAD SHX Text 22-0005

AutoCAD SHX Text

NOTED

AutoCAD SHX Text

1'-3"

1'- 5"

1'- 0"

5'- 0"

1'- 0"

3'- 6"

EPOXY COVE BASE, TYP. T-1, PORCELAIN TILE COVE BASE, TYP.

5'- 0"

T-2 T-2

TP-1 TP-1

SS-1

TA-8

TA-4

TA-2/3

9" 3' -4

NOTE: HEIGHTS ARE FOR GENERAL USE - ALL ACCESSORIES MAY NOT BE USED FOR THIS PROJECT

STANDARD

URINAL

1' -5

" 3' -6

" M

1' -7

" M

16" - 18"

TA-14/

TA-15

5' -0

3' -6

TA-5

TA-7

TA-10

TA-9

TA-12

1'- 0"

5'- 0"

1'- 0"

EPOXY COVE BASE, TYP.T-1, PORCELAIN TILE COVE BASE, TYP.

5'- 0"

T-2T-2

TP-1 TP-1 TP-1

SS-1

WASH STATION

MECH

WOMEN

MEN

TA-1

TA-2

TA-3

TA-4

TA-5 TA-5

TA-6

TA-12 TA-12

TA-11

TA-6

TA-11

TA-13 TA-13

TA-7

TA-8

TA-1TA-7

TA-8

TA-9

TA-10

TA-11

TA-9

TA-10

TA-14

TA-11

TA-14

101A 102A

LAUNDRY

103 CLOSET

103A

104A 105A

S1 S2

TA-15

TA-15TA-15

TA-15

2'-

4'- 0"

EPOXY COVE BASE, TYP.

SS-1

2'-

4'- 0"

EPOXY COVE BASE, TYP.

SS-1

22"

17"

SHEET:

80091E1

MARINE CORPS BASE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

CAMP LEJEUNE, NORTH CAROLINA

DESIGN DIR.

SUBMITTED BY:

NAVFAC DRAWING NO.CODE IDENT. NOSIZE

SPEC.SCALE:

SATISFACTORY TO:

APPROVED: PWO OR OICC:

DR.

DES.

CHK.

DATE:

1/2"= 1'-0"

MALE HEAD INTERIOR ELEVATION

A-401

1/2"= 1'-0"

FEMALE HEAD INTERIOR ELEVATION

A-401

3/8"= 1'-0"

TOILET ACCESSORY PLAN

A-401

TOILET ACCESSORIES…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 27, 2024.