Part 6 ATTACHMENT A10 20-0040 GENERAL NOTES.pdf

PDF 127 KB Posted

Attached to
Design-Build Hadnot Point Facility Repairs, Building 309
Solicitation number
N6247020R6009
Issued by

View the file

Other files

File Type Posted
Amnd 0005 20R6009.pdf PDF
Amnd 0004 20R6009.pdf PDF
20-0040 Part 3 25 June 20.pdf PDF
20-0040 Part 3 062420.pdf PDF
PART 6 ATTACHMENT A6 A105A - BLDG309 SECTION 062420.pdf PDF
20-0040 PART 4 062420.pdf PDF
Amnd 0003 20R6009.pdf PDF
PART 6 ATTACHMENT A7 ARCHITECTURAL SHEETS 062420.pdf PDF
Amnd 0002 20R6009.pdf PDF
20-0040 Part 3 061120 REV.pdf PDF
20-0040 PART 4 061120 REV.pdf PDF
Amnd 0001 20R6009.pdf PDF
Master PPI Form Template.xlsx XLSX spreadsheet
Part 6 ATTACHMENT N EXAMPLE SCREEN WALL.pdf PDF
PART 6 ATTACHMENT A6 A105 BLDG309 WALL SECTION.pdf PDF
Part 6- ATTACHMENT A12- ADA Checklist for Existing Buildings.pdf PDF
20-0040 PART 6 TOC.pdf PDF
PART 6 ATTACHMENT A5 A104 BLDG309 RENO PLAN L2.pdf PDF
Part 6 ATTACHMENT O MCBCL Base-Wide MNS-FACP Construction Requirements.pdf PDF
PART 6 ATTACHMENT M1 309 M-101.pdf PDF
20-0040-PART 3 COVER.pdf PDF
20-0040 PART 2 HADNOT POINT FACILITY REPAIRS BLDG 309.pdf PDF
PART 6 ATTACHMENT A8 ADA CHECKLIST FOR EXISTING BLDGS.pdf PDF
20-0040-PART 2 COVER.pdf PDF
PART 6 ATTACHMENT A4 A103 BLDG309 RENO PLAN L1.pdf PDF
PART 6 ATTACHMENT E1 309 TS101.pdf PDF
PART 6 ATTACHMENT A1 A100 BLDG309 ROOM FINISH SCHEDULE.pdf PDF
PART 6 ATTACHMENT A7 ARCHITECTURAL SHEETS.pdf PDF
PART 6 ATTACHMENT K_MCO 5110.6C.pdf PDF
Part 6 ATTACHMENT D1- ASBESTOS REPORT.pdf PDF
PART 6 ATTACHMENT A9 MCBCL SIGNS STANDARDS-GRAPHICS.pdf PDF
20-0040 PART 4 COVER.pdf PDF
PART 6 ATTACHMENT A2 A101 BLDG309 DEMO PLAN L1.pdf PDF
PART 6 ATTACHMENT G3 1997 Bldg 309 AS BUILTS.pdf PDF
PART 6 ATTACHMENT L MCBCL Mech Design Guidance 7.17.pdf PDF
PART 6 ATTACHMENT G2 56-3564 Modification of Barracks.pdf PDF
Part 6- ATTACHMENT C1 C100 BLDG 309 SITE PLAN.pdf PDF
RFP 20R6009.pdf PDF
PART 6 ATTACHMENT M3 309 M-601.pdf PDF
PART 6 ATTACHMENT F_NPDES PERMIT NCS000290.pdf PDF
PART 6 ATTACHMENT A3 A102 BLDG309 DEMO PLAN L2.pdf PDF
20-0040 PART 6 COVER.pdf PDF
20-0040 PART 5 COVER.pdf PDF
PART 6 ATTACHMENT E2 309 T-101.pdf PDF
Part 6- ATTACHMENT B- MCB Camp Lejeune Base Exterior Architectural Plan (BEAP).pdf PDF
20-0040 PART 4.pdf PDF
PART 6 ATTACHMENT M2 309 M-102.pdf PDF
20-0040 PART 5 HADNOT POINT FACILITY REPAIRS BLDG 309.pdf PDF
PART 6 ATTACHMENT J_MCO 5530.14A.pdf PDF
Part 6 ATTACHMENT D2- APPENDIX D BUILDING INFORMATION CHECKLIST.pdf PDF
Show 40 more

Latest 50 of 51 listed here. See the rest on GovTribe.

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

GENERAL NOTES

CONTRACT N40085 20-0040

HADNOT POINT FACILITY REPAIRS BUILLDING 309

AT

MARINE CORPS BASE CAMP LEJEUNE

NORTH CAROLINA

DESIGN BY:

GUSTAVO DE LUCA

PUBLIC WORKS DEPARTMENT

DESIGN BRANCH - MCBCL

GENERAL NOTES PREPARED BY

KIM SAMPLE

DATE:

GENERAL NOTES APPROVED BY:

THOMAS H. BURTON, P.E., DIRECTOR

DESIGN BRANCH, PUBLIC WORKS DIVISION

R.B. CAMPBELL, COMMANDER, CEC, U.S.

NAVY FOR COMMANDER, NAVAL

FACILITIES ENGINEERING

GENERAL NOTES:

1. THE SCOPE OF WORK INDICATES 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 RENOVATED TO HIS OWN SATISFACTION AND INCLUDE ALL

NECESSARY COSTS TO COMPLETELY UPGRADE EACH FACILITY AS DESCRIBED.

CONTRACTOR MUST 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 AND/OR RENOVATION ON ANY STRUCTURES OR

UTILITIES, THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING

CONDITIONS OF ANY STRUCTURES AND UTILITIES. THE CONTRACTOR MUST DEVELOP A

PLAN OF DEMOLITION AND/OR RENOVATION 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

ONE MUST BE REMOVED AND REPLACED ALONG NEAT SAWCUT LINES, AND TO THE

NEAREST JOINT WHERE IT EXISTS.

5. THIS AREA OF WORK IS LOCATED WITHIN RESTRICTED AREAS. ACCESS TO THIS AREA

MUST BE COORDINATED WITH RANGE CONTROL THROUGH THE COR.

6. REPAIR AND REFINISH AREAS DAMAGED OR DISTURBED BY NEW WORK TO BE

PROVIDED UNDER THIS CONTRACT.

7. DIMENSIONS/AREAS SHOWN ON EXISTING ITEMS ARE PROVIDED TO AID THE

CONTRACTOR UNDERSTAND THE SCOPE OF WORK. FIELD VERIFY ALL CONDITIONS.

ALL THE DIMENSIONS/AREAS SHOWN ARE APPROXIMATE ONLY.

8. METHOD OF REMOVAL OF ANY BUILDING COMPONENT MUST BE APPROVED BY THE

COR. THE CONTRACTOR MUST BE RESPONSIBLE FOR ENSURING THAT REMOVAL OF

EXISTING COMPONENTS DO NOT AFFECT ADJACENT OCCUPIED AREAS.

9. DEMOLITION AND/OR RENOVATION OPERATIONS MUST BE COMPLETED IN COMPLIANCE

WITH ALL STATE AND FEDERAL REGULATIONS, MCBCL STANDARDS AND

REQUIREMEMENTS, AND AS SPECIFIED.

10. ALL CONSTRUCTION ACTIVITIES MUST BE IN ACCORDANCE WITH OSHA STANDARDS,

AND GOVERNMENT REQUIREMENTS

11. THE NOTATION (TYP) INDICATES THAT THE CONDITION OCCURS IN MORE THAN ONE

PLACE INCLUDING ALL SIMILAR CONDITIONS NOT INDIVIDUALLY NOTED.

12. COORDINATE STAGING AREA, SITE ACCESS, TOILET USE WITH THE COR.

13. CONTRACTOR MUST BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.

14. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S

OPERATIONS MUST BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION

AT THE CONTRACTOR'S EXPENSE AS SO0N AS PRACTICABLE.

15. CONTRACTOR MUST MINIMIZE DUST, SEDIMENT AND DEBRIS FROM EXITING THE

CONSTRUCTION SITE AND MUST BE RESPONSIBLE FOR CLEANUP, REPAIRS AND

CORRECTIVE ACTION IF SUCH OCCURS. CONTRACTOR MUST DISPOSE OF DEBRIS IN

ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS,

ORDINANCE AND STATUTES.

16. BURNING WILL NOT BE ALLOWED ON THE PROJECT SITE UNLESS AUTHORIZED IN

WRITING BY THE COR.

17. ADJACENT STRUCTURES AND UTILITIES MUST REMAIN IN OPERATION DURING

DEMOLITION AND/OR RENOVATION. ACTIVITIES. EXISTING ROADS MUST REMAIN OPEN

AND ACCESSIBLE BY VEHICULAR AND PEDESTRIAN TRAFFIC. IF ROADWAY CLOSURE

IS REQUIRED, APPROVAL MUST BE SECURED FROM THE COR. THE CONTRACTOR

MUST PROVIDE BARRICADES, LIGHTS, SIGNAGE AND OTHER PROTECTIVE DEVICES IN

ACCORDANCE

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

EROSION AND SEDIMENTATION CONTROL NOTES:

1. INSTALL GRAVEL CONTROL ENTRANCE AT DESIGNATED PROJECT ENTRANCE.

2. INSTALL SILT FENCING, CHECK DAMS, DROP INLET PROTECTION AS INDICATED OR

REQUIRED IF NOT SHOWN. ADDITIONAL MISCELLANEOUS EROSION CONTROL

MEASURES MAY BE REQUIRED BY THE COR.

3. TEMPORARY STABILIZATION: IF FINE GRADE SITE IS FOUND, STABILIZE AND SEED ALL

AREAS NOT TO BE FURTHER DISTURBED BY CONSTRUCTION ACTIVITIES TO MATCH

EXISTING CONDITIONS. FINAL LANDSCAPE: INSTALL SOD TO ESTABLISH FINAL

VEGETATION.

4. REMOVE SILT FENCING, GRAVEL CONTROL ENTRANCE, CHECK DAMS AND DROP INLET

PROTECTION ONCE VEGETATION IS 95% ESTABLISHED MINIMUM.

5. ALL EROSION AND SEDIMENTATION CONTROL DEVICES MUST BE CHECKED FOR

STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL EVENT

BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS MUST BE

MADE IMMEDIATELY TO MAINTAIN ALL DEVICES IN THE OPERATIONAL CONDITIONS

INTENDED.

6. ALL DISTURBED AREAS MUST BE FERTILIZED, SEEDED/SODED AS NECESSARY AND

MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO

ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.

7. ANY SEDIMENT TRACKED ONTO THE ADJACENT ROADS MUST BE REMOVED ON A

DAILY BASIS.

8. SEDIMENT MUST BE REMOVED FROM BEHIND SILT FENCING, CHECK DAMS, AND DROP

INLET PROTECTION PRIOR TO THE SEDIMENT ACCUMULATING TO A MAXIMUM DEPTH

OF SIX INCHES.

9. ALL FILL MATERIAL NEEDED TO EXECUTE THIS PROJECT MUST BE OBTAINED FROM AN

NCDENR LAND QUALITY SECTION PERMITTED BORROW PIT.

10. ALL DENUDED AREAS MUST, WITHIN 7 CALENDAR DAYS OF COMPLETION OF ANY

PHASE OF GRADING OR CEASING OF GRADING ACTIVITIES, BE PLANTED AND

PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR

STRUCTURES SUFFICIENT TO RESTRAIN EROSION.

11. PROVIDE PERMANENT GROUND COVER TO ALL DENUDED AREAS WITHIN 7 DAYS OF

COMPLETION OF CONSTRUCTION.

UTILITIES DEMOLITION NOTES:

1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES IF SHOWN ARE APPROXIMATE.

THE CONTRACTOR MUST SECURE THE SERVICES OF A PROFESSIONAL UTILITY LOCATE

CONTRACTOR TO MARK ALL EXISTING UTILITIES IN THE AREA OF WORK. UTILITY

MARKINGS MUST BE MAINTAINED FOR THE DURATION OF DEMOLITION ACTIVITIES.

2. ALL UTILITY LINES IF SHOWN TO REMAIN MUST REMAIN ACTIVE AND MUST BE

PROTECTED DURING DEMOLITION ACTIVITIES.

3. EXISTING UTILITIES MUST NOT BE INTERRUPTED WITHOUT THE APPROVAL OF THE

COR.

4. THE CONTRACTOR MUST BE RESPONSIBLE TO REPAIR OR REPLACE, TO ORIGINAL

CONDITION, ANY UTILITIES DAMAGED DURING DEMOLITION ACTIVITIES FROM THE

CONTRACTOR'S OPERATIONS.

5. ALL COSTS ASSOCIATED WITH LOCATING, DISCONNECTING ABANDONING AND CAPPING

OF UTILITY LINES MUST BE THE RESPONSIBILITY OF THE CONTRACTOR.

6. THE CONTRACTOR MUST BE RESPONSIBLE TO COORDINATE THE REMOVAL OF ALL

UTILITIES INDICATED WITH THEIR RESPECTIVE UTILITY PURVEYORS.

7. ALL PIPES AND CONDUITS IF SHOWN THAT ARE TO BE ABANDONED IN PLACE, MUST

BE CAPPED OR PLUGGED TO SECURE ALL OPEN ENDS TO FORM A WATERTIGHT SEAL.

8. ALL ELECTRICAL WORK MUST BE COMPLETED IN ACCORDANCE WITH THE NATIONAL

ELECTRIC CODE.

9. ALL EXCAVATIONS CREATED BY DEMOLITION ACTIVITIES MUST BE BACKFILLED WITH

COMMON FILL, MUST BE GRADED TO CREATE POSITIVE DRAINAGE, AND MUST BE

VEGETATED IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN OR AS INDICATED

BY THE COR. GRAVEL AND PAVED SURFACES MUST BE RESTORED TO THEIR ORIGINAL

CONDITION.

10. ALL EROSION CONTROL FEATURES MUST BE INSTALLED PRIOR TO DEMOLITION

ACTIVITIES STARTING.

11. ANY FILL MATERIAL REQUIRED TO ESTABLISH THE FINISH GRADES SHOWN MUST BE

OBTAINED FROM A PROPERLY PERMITTED BORROW PIT. ANY EXCESS SOIL MATERIAL

GENERATED FROM DEMOLITION ACTIVITIES MUST BE DISPOSED OF OFF OF THE

GOVERNMENT PROPERTY.

12. CONTACT THE EMD (ENVIRONMENTAL MANAGEMENT DIVISION) AT CAMP LEJEUNE

BEFORE ANY DIGGING IS STARTED AT EACH BUILDING, TOWER, AND SITE FEATURE.

CONTRACTOR MUST PROVIDE THE SERVICES OF A PROFESSIONAL UTILITY LOCATION

SERVICE FOR LOCATING AND IDENTIFYING UNDERGROUND UTILITIES.

13. MONITORING WELLS FOUND AT BUILDINGS AND SITE FEATURES MUST REMAIN IN

PLACE, UNLESS SPECIFICALLY STATED OTHERWISE.

14. CONTRACTOR MUST REMOVE ELECTRICAL, COMMUNICATIONS, WATER, STEAM, AND

SEWER SERVICES BACK TO THE NEAREST JUNCTION UNLESS INDICATED OTHERWISE.

15. WHERE EXISTING PIPING AND OTHER UTILITY SERVICES ARE TO BE REMOVED TO A

TERMINATION POINT AND CAPPED, AS NECESSARY FOR A SAFE AND FINISHED

TERMINATION PROVIDE NEW MATERIAL OF SAME TYPE AND QUALITY AS EXISTING IN

QUESTION OR PROVIDE IN ACCORDANCE WITH UTILITY REQUIREMENTS. ABANDONED

PIPING AND LINES MUST BE REMOVED UNLESS NOTED OTHERWISE. UNDERGROUND

SERVICES ABANDONED BY THIS WORK MUST BE REMOVED, INCLUDING CONDUIT,

PIPING, OR OTHER ITEMS.

16. THE DRAWINGS SHOW OR NOTE CERTAIN ITEMS AND FEATURES TO REMAIN. IT IS

THE CONTRACTOR'S RESPONSIBILITY TO PROTECT FEATURES TO REMAIN FROM

DAMAGE. DAMAGE TO FEATURES MUST BE CORRECTED AS DIRECTED BY THE COR.

17. IF THE CONTRACTOR ENCOUNTERS AN ITEM OR FEATURE AT THE SITE THAT THE

DRAWINGS DO NOT ADDRESS, CONTACT THE COR FOR DIRECTIONS.

18. UTILITIES, PIPING, METERS, VALVES, MANHOLES, UNDERGROUND LINES, ETC. HAVE

BEEN LOCATED BY VISUAL OBSERVATION AND BASE UTILITY MAPS WHEN AVAILABLE.

IN SOME CASES THE EXACT LOCATION AND TERMINATION OF UTILITIES MAY DIFFER

FROM WHAT IS INDICATED. CONTRACTOR MUST FIELD VERIFY AND CONSULT WITH

COR AND BASE UTILITIES BEFORE REMOVING UNDERGROUND UTILITIES.

19. ALL UTILITIES AND EXISTING FEATURES ARE TO BE FIELD VERIFIED PRIOR TO

CONSTRUCTION. CONTRACTOR MUST BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING

UTILITIES.

HAZARDOUS WASTE NOTES:

1. HAZARDOUS MATERIALS REPORTS WILL BE MADE AVAILABLE IF IN EXISTENCE. THE

CONTRACTOR MUST TEST ALL ITEMS FOR HAZARDOUS MATERIALS (LEAD AND

ASBESTOS). IF FOUND THE CONTRACTOR MUST ABATE ALL HAZARDOUS MATERIALS

BEFORE THEIR DISPOSAL. COMPLY WITH ALL FEDERAL, MCBCL, AND STATE LAWS

AND REGULATIONS

2. THE CONTRACTOR TO ASSUME THAT SOME OF THE MATERIALS CONTAIN ASBESTOS

UNTIL SAMPLED AND TESTED BY ACCREDITED AND LICENSED ASBESTOS

PROFESSIONALS. CONTRACTOR TO REVIEW ASBESTOS INSPECTION REPORT AND

SPECIFICATIONS BEFORE COMMENCING DEMOLITION.

3. IF HAZARDOUS MATERIALS ARE SUSPECTED TO BE PRESENT, ENSURE THAT SUBJECT

BUILDING(S) / STRUCTURE(S) ARE EVALUATED FOR ASBESTOS / LEAD CONTAINING

MATERIALS BY A CERTIFIED PROFESSIONAL PRIOR TO THE DEMOLITION.

4. IF DURING DEMOLITION, ANY SOILS ARE ENCOUNTERED THAT ARE SUSPECTED OF

BEING CONTAMINATED, WORK MUST CEASE IMMEDIATELY AND THE COR MUST BE

CONTACTED FOR RESOLUTION. CALL 911 AND CONTACT EQB AT (910) 451-9017

FOR INSTRUCTIONS.

5. ALL HAZARDOUS WASTE GENERATED BY THIS PROJECT MUST MEET RCRA STANDARDS.

6. COORDINATE WITH ANTHONY L. RECOB, SUPERVISOR RESOURCE CONSERVATION &

SECTION ENVIRONMENT PROTECTION SPECIALIST ENVIRONMENTAL MANAGEMENT

DIVISION MARINE CORPS BASE CAMP LEJEUNE. TELEPHONE: (910)-451-5306. E-

MAIL: ANTHONY.RECOB@USMC.MIL

7. REMOVAL OR ENCAPSULATION OF LEAD PAINT PRIOR TO BUILDING DEMOLITION IS NOT

REQUIRED, ALL WORK SHOULD BE CONDUCTED BY WORKERS TRAINED IN "LEAD SAFE

WORK PRACTICES" AS OUTLINED BY THE OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA). CONTRACTOR TO REVIEW LEAD INSPECTION REPORT AND

SPECIFICATIONS BEFORE COMMENCING DEMOLITION. IF ADDITIONAL COATINGS ARE

FOUND DURING DEMOLITION THAT ARE NOT ON THE SURVEY REPORT, CONTRACTOR

TO ASSUME THESE MATERIALS ARE LEAD CONTAINING COATINGS UNTIL SAMPLED AND

TESTED BY ACCREDITED AND LICENSED LEAD PROFESSIONALS.

8. ASBESTOS CONTAINING MATERIALS (ACM): REMOVE ACM FROM BUILDINGS AND SITES.

COMPLETED PROJECT SITES MUST BE FREE FROM ACM. ACM MAY OCCUR IN

LOCATIONS AND IN QUANTITIES DIFFERENT FROM THOSE ESTIMATED. NOTIFY COR IF

SUSPECT ACM IS ENCOUNTERED THAT HAS NOT BEEN TESTED. SUSPECT ACM MUST

BE TREATED AS REGULATED ACM UNLESS TESTED AND DETERMINED TO NOT BE ACM.

TAKE PRECAUTIONS AS SPECIFIED. COORDIANTE WITH THE COR.

9. LEAD BASE PAINT (LBP): WHERE WORK IN PROJECT DISTURBS SURFACES WITH LBP

OR WHERE ITEMS WITH LBP ARE TO BE REMOVED, TAKE PRECAUTIONS AS SPECIFIED

AND AS REQUIRED BY AGENCIES HAVING JURISDICTION AND TO MAINTAIN SAFE

CONDITIONS. DUE TO THE AGE OF THE BUILDINGS AND THE NUMBER OF TIMES

THEY HAVE BEEN PAINTED, LBP LEVELS IN DIFFERENT AREAS MAY VARY FROM THE

TESTING DATA. TAKE PRECAUTIONS WHEN WORKING WITH PAINTED SURFACES

REGARDLESS OF TESTING DATA. IT IS RECOMMENDED THAT ITEMS AND MATERIALS

WITH LBP BE REMOVED INTACT OR AS UNITS. REMOVAL BY SANDING, ABRASIVE

BLASTING, OR CHEMICALS IS NOT RECOMMENDED AND WILL CREATE CONCENTRATED

LEVELS OF LEAD THAT MUST BE DISPOSED OF AS HAZARDOUS WASTE. SEE

SPECIFICATIONS. COORDIANTE WITH COR.

10. IF HAZARDOUS MATERIALS ARE FOUND, WORKERS MUST WEAR PROTECTIVE GEAR AND

RESPIRATORS. CONTRACTOR MUST SUBMIT PROPOSED CLEANING PROCEDURES FOR

REMOVAL OF LEAD DUST BEFORE STARTING DEMOLITION ACTIVITIES. CLEANING AND

REMOVAL MUST BE IN ACCORDANCE WITH FEDERAL, STATE, AND BASE

ENVIRONMENTAL REQUIREMENTS AND FINAL PROPOSAL MUST BE APPROVE BY USMC-

CL ENVIRONMENTAL MANAGEMENT OFFICE.

mailto:ANTHONY.RECOB@USMC.MIL

HADNOT POINT FACILITY REPAIRS BUILLDING 309
AT
EROSION AND SEDIMENTATION CONTROL NOTES:
UTILITIES DEMOLITION NOTES:
HAZARDOUS WASTE NOTES:

File details come from the government source that posted it. Updated .