Attch_2_-_DBEH_13-1523_Rpr_Hangar_U_FAC_1744_Dwgs.pdf

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INDUSTRIAL

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PORT CANAVERAL

SR A1A TO COCOA BEACH

DBEH 13-1523

REPAIR HANGAR U, FAC 1744

PERMIT(S)/ENVIRONMENTAL ACTIONS

REQUIRED PRIOR TO CONSTRUCTION

ERP/STORMWATER

ERP/WETLANDS/DREDGE & FILL

FDEP/DRINKING WATER

FDEP/DOM. WASTE WATER ARCHEO./HISTORICAL

SURVEY/WILDLIFE

OTHER

NONE

FDEP/IND. WASTE WATER

IRP

FDEP/FUEL TANK

NOI/SWPPP

ASBESTOS

NOTE: IF IT IS SUSPECTED THAT ANY HAZARDOUS MATERIAL NOT

IDENTIFIED ON THESE DRAWINGS IS REQUIRED TO BE DISTURBED IN

ORDER TO PERFORM THE CONTRACT WORK, LEAVE MATERIAL

UNDISTURBED AND IMMEDIATELY INFORM THE CONTRACTING OFFICER.

HEAVY METALS

YES NO

LEAD

PCB

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VERIFIED

HAZARDOUS MATERIALS

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CAPE CANAVERAL AIR FORCE STATION

CAPE CANAVERAL, FLORIDA

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LOCATION MAP

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PROJECT

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HANGAR U

FACILITY 01744,

CCAFS

DRAWING INDEX

Sheet Number Sheet Title

GENERAL

G-001

LOCATION MAP, PROJECT AREA AND DRAWING INDEX

G-002 AREAS OF WORK PLAN AND NOTES

HAZARDOUS MATERIALS

H-001 GENERAL HAZARDOUS MATERIAL NOTES AND ABBREVIATIONS

H-101 HAZARDOUS MATERIAL IDENTIFICATION AND ABATEMENT

CIVIL

C-100 HIGH BAY TRENCH PROJECT SCOPE

C-101 HIGH BAY TRENCH SEQUENCE

C-102 HIGH BAY TRENCH DEMOLITION PLAN

C-103 HIGH BAY INFILL PLAN

C-104 HIGH BAY TRENCH UTILITY PLAN

C-500 HIGH BAY TRENCH DETAILS

ARCHITECTURAL

A-001 INSTALLATION AND CORROSION TREATMENT NOTES

AD-100 FLAG NOTES - DEMOLITION

AD-101 HIGH BAY FLOOR PLAN AND PHOTOS - DEMOLITION

AD-102

HIGH BAY DOOR PLANS, ELEVATION & PHOTOS - DEMOLITION

A-100 FLAG NOTES - NEW CONSTRUCTION

A-101 HIGH BAY FLOOR PLAN AND SCHEDULES - NEW CONSTRUCTION

A-102

HIGH BAY DOOR PLANS, ELEVATIONS & SCHEDULE - NEW CONSTRUCTION

MECHANICAL

M-001

GENERAL NOTES, SUMMARY OF WORK, AND LEGEND

M-301 MECHANICAL HIGH BAR DOOR PLANS AND ELEVATION

M-302 MECHANICAL DETAIL AND PHOTOS

M-901 MECHANICAL PHOTOS

ELECTRICAL

E-001

ELECTRICAL NOTES, LEGEND AND ABBREVIATIONS

ED-101 ELECTRICAL PLAN - DEMOLITION

E-101 ELECTRICAL PLAN - NEW

E-601 SINGLE-LINE DIAGRAM - DEMO AND NEW

E-602

PANEL SCHEDULES - EXISTING, NEW AND MODIFIED

BASE OPERATIONS:

COMMUNICATIONS:

PROJECT MANAGER:

CHIEF, ENGINEERING FLIGHT:

USER:

SAFETY:

SECURITY FORCES:

ATO:

OTHER:

ENVIRONMENTAL:

FIRE:

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M b a r v i r

AREAS OF WORK - HIGH BAY

AREAS OF WORK - HIGH BAY HANGAR DOORS

LEGEND:

CLIN 1, 2, 3 AND 4 - AREAS OF WORK NOTES:

PROJECT DBEH 13-1523 'REPAIR HANGAR U, FAC 1744' CONSISTS OF 4 SEPARATE CLINS COMBINED INTO ONE DRAWING PACKAGE. THE PROJECTS'

OVERALL SCOPE OF WORK PROVIDES THE MULTIDISCIPLINARY CONSTRUCTION DOCUMENTS AND COORDINATION BETWEEN IDENTIFIED

ARCHITECTURAL, MECHANICAL, ELECTRICAL AND HAZARDOUS MATERIALS. EACH CLIN IS CLEARLY IDENTIFIED IN EACH RESPECTIVE DRAWING. THE

INDICATED SCOPES ARE DESCRIBED INDIVIDUALLY AND IDENTIFIED IN DOCUMENT DRAWINGS, THE CONTRACTOR IS NOT LIMITED BY THE INDICATED

DRAWINGS BUT IS REQUIRED TO VERIFY THE ENTIRE DOCUMENT PACKAGE IN ADDITION TO THOSE ITEMS STATED BELOW.

THE CONTRACTOR SHALL BID THE CONSTRUCTION WORK, INDICATED BY THE CURRENT DESIGN DOCUMENTS, INTO 4 SEPARATE COST ESTIMATES.

THIS DRAWING DESCRIBES ALL CLINS:

CLIN 1 - TRENCH SYSTEM WORK CONSISTS OF THE FOLLOWING:

ELIMINATE (BY FILLING IN) EXISTING FLOOR UTILITY TRENCHES AND LUBE LIFT SYSTEM WITH METAL GRATING WHERE INDICATED IN DRAWINGS.

INSTALL NEW CONDUIT CHASE SYSTEM AND BACKFILL FLUSH WITH EXISTING CONCRETE DECK AND WITH VEHICULAR STRUCTURAL STABLE

INFILL AND SURFACE - REFER TO DRAWINGS C-100 - C-500. REFER TO ARCHITECTURAL DRAWINGS FOR REMOVAL, CLEANING AND INSTALLATION.

DISCONNECT AND REMOVE EXISTING COMPRESSED AIR DISTRIBUTION SYSTEM AND AIR STATIONS LOCATED IN THE FLOOR TRENCH SYSTEM AND

REPLACE WITH NEW - REFER TO DRAWINGS C-100 - C-500.

COLLECT AND DISPOSE OF EXISTING HAZARDOUS MATERIALS - REFER TO DRAWINGS H-001 - H-101.

CLIN 2 - FLOOR REPAIR AND COATING SYSTEM WORK CONSISTS OF THE FOLLOWING:

REPAIR HIGH BAY CONCRETE FLOOR INCLUDING EXPANSION JOINTS AND PROVIDE NEW CONCRETE FLOOR FINISH LEVELING COAT - REFER TO

DRAWINGS A-001 - AD-101 AND A-100 - A-101.

COLLECT AND DISPOSE OF EXISTING HAZARDOUS MATERIALS - REFER TO DRAWINGS H-001 - H-101.

CLIN 3 - HIGH BAY DOOR MECHANICAL DOOR OPERATION REPAIRS WORK CONSISTS OF THE FOLLOWING:

PROVIDE REPAIR FOR HIGH BAY DOORS TO RESTORE MANUAL OPERATION TO OPEN AND CLOSE DOORS BY REPLACEMENT OF DOOR ROLLERS, BEARINGS, BRAKES ASSEMBLY, SEALS AND GUIDES - REFER TO DRAWINGS M-101 - M-9010.

COLLECT AND DISPOSE OF EXISTING HAZARDOUS MATERIALS - REFER TO DRAWINGS H-001 - H-101.

THE CONTRACTOR SHALL POWER CLEAN BOTTOM TRACK TO REMOVE ANY CORROSION DEBRIS AFTER WIRE BRUSHING THE DOOR STRUCTURE

AND WICKET DOOR FRAME. EQUIPMENT SHALL HAVE HEPA SHROUD. REFER TO CORROSION CLEANING, REPAIR AND COATING NOTES ON

DRAWING A-001.

CLIN 4 - HIGH BAY DOOR CORROSION CONTROL WORK CONSISTS OF THE FOLLOWING:

PROVIDE CORROSION TREATMENT TO ALL HIGH BAY HANGAR DOORS, INCLUDING BUT NOT LIMITED TO EXTERIOR PANELS, STRUCTURAL

SUPPORTS AND MECHANICAL EQUIPMENT HOUSING TO REMAIN AND REPLACE HIGH BAY DOOR GASKETS - REFER TO DRAWINGS A-001 - AD-100, AD-102 - A-100 AND A-102.

COLLECT AND DISPOSE OF EXISTING HAZARDOUS MATERIALS - REFER TO DRAWINGS H-001 - H-101.

SCALE:

CLIN 1, 2, 3 AND 4 - AREAS OF WORK PLAN

NONE

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ABBREVIATIONS:

45 SW - 45TH SPACE WING

ACM - ASBESTOS CONTAINING MATERIAL

ACT - ACOUSTIC CEILING TILE

AFF - ABOVE FINISHED FLOOR

ALUM - ALUMINUM

ANOD - ANODIZED

BLDG - BUILDING

CFR - CODE OF FEDERAL REGULATIONS

CONC - CONCRETE

CONT - CONTINUOUS

CMDR - COMMANDER'S

CMU - CONCRETE MASONRY UNIT

CPT - CARPET

CT - CERAMIC TILE

DEMO - DEMOLITION

DN - DOWN

DWGS - DRAWINGS

EPA - ENVIRONMENTAL PROTECTION AGENCY

EXIST - EXISTING

EXT - EXTERIOR

F.A.C. - FLORIDA ADMINISTRATIVE CODE

F.G. - FIBERGLASS

FDEP - FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION

FIN FL - FINISH FLOOR

F.V. - FIELD VERIFY

GA - GAUGE

GALV - GALVANIZED

GC - GENERAL CONTRACTOR

GRT - GROUT

GYP - GYPSUM

GYP BD/GWB - GYPSUM WALL BOARD

H.M. - HOLLOW METAL

HAZMAT - HAZARDOUS MATERIALS

HW/HDW - HARDWARE

INSUL - INSULATION

INT - INTERIOR

MAX - MAXIMUM

MFR - MANUFACTURER

MIN - MINIMUM

M.O. - MASONRY OPENING

MTL - METAL

MRGWB - MOISTURE RESIST GYPSUM WALL BOARD

MTD - MOUNTED

NOM - NOMINAL

O.C. - ON CENTER

O.D. - OUTSIDE DIAMETER

OSHA - OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

PEL - PERMISSIBLE EXPOSURE LIMITS

P/PT - PAINT

P.T. - PRESSURE TREATED

PCB - POLYCHLORINATED BIPHENYLS

PEL - PERMISSIBLE EXPOSURE LEVEL

PLYWD - PLYWOOD

PL - PLASTIC LAMINATE

PLST - PLASTER

P.O.L. - PETROLEUM, OIL, & LUBRICANT

PPE - PERSONAL PROTECTIVE EQUIPMENT

PSI - POUNDS PER SQUARE INCH

PTS - POINTS

PVC - POLYVINYL CHLORIDE

REINF - REINFORCED

RO - ROUGH OPENING

R.S. - RUBBER STRINGER

RTNR - RUBBER TREAD/NOSE/RISER

S.C. - SOLID CORE

SCHED/SCH - SCHEDULE

SDS - SAFETY DATA SHEETS

SMS - SHEET METAL SCREW

SOW - SCOPE OF WORK

S.S. - SOLID SURFACE

ST. STL. - STAINLESS STEEL

TBB - TILE BACKER BOARD

TYP - TYPICAL

U.O.N. - UNLESS OTHERWISE NOTED

VWB - VINYL WALL BASE

VAT - VINYL ASBESTOS TILE

HAZARDOUS MATERIAL LEGEND:

PROJECT SPECIFIC NOTES

1. CONTRACTOR SHALL COORDINATE DUST AND EQUIPMENT COVER INSTALLATION

WITH CONTRACTING OFFICER AND WITH FACILITY USER.

GENERAL HAZARDOUS MATERIAL NOTES:

REFER TO HAZMAT SPECIFICATIONS FOR ADDITIONAL INSTRUCTIONS.

1. ABATEMENT CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE PRIOR TO PROVIDING BIDS FOR

CONDUCTING ABATEMENT WORK.

2. THERE SHALL BE NO HAZARDOUS AIR EMISSIONS FROM DEBRIS PER 29 CFR 1910. ANY SANDBLASTING OR

NEEDLE-JET OPERATIONS MUST BE APPROVED BY THE CONTRACTING OFFICER AND SHOULD HAVE FULL

CONTAINMENT.

3. THE CONTRACTOR SHALL COMPLY WITH, BUT NOT LIMITED TO: AFI 32-7086, HAZARDOUS MATERIALS

MANAGEMENT, FEBRUARY 2015. NO HAZMAT IS ALLOWED TO BE BROUGHT ON TO ANY 45 SW INSTALLATION

WITHOUT PRIOR APPROVAL. THE CONTRACTOR SHALL CONTACT THE 45 CES/CEIE HAZARDOUS MATERIALS

PROGRAM MANAGER AT 321-494-9268 TO REVIEW HAZMAT AUTHORIZATION PROCEDURES PRIOR TO HAZMAT

BEING BROUGHT ON TO 45 SW FACILITIES.

4. THE GC SHALL UTILIZE ASBESTOS AND HEAVY METALS SURVEY REPORTS INCLUDED AS AN ATTACHMENT TO

THE SPECIFICATIONS IN ORDER TO COMPLETE THE SCOPE OF WORK PER THE DRAWINGS AND

SPECIFICATIONS. THE GC SHALL CONTACT THE CONTRACTING OFFICER IF THE PRESENCE OF MATERIALS

CONTAINING HEAVY METALS, INCLUDING LEAD, CADMIUM, OR CHROMIUM, OR ASBESTOS-CONTAINING

MATERIALS (ACM) IS SUSPECTED OR DISTURBED, AND HAS NOT BEEN IDENTIFIED BY THIS CONTRACT, BUT IS

REQUIRED TO BE DISTURBED IN ORDER TO:

• PERFORM THE CONTRACT WORK;

• SAFELY ACCESS THE AREA OF WORK WITHOUT EXPOSURE TO HAZMAT ABOVE THE PEL; OR

• HAVE WORKERS PERFORM THE CONTRACT WORK WITHOUT EXPOSURE TO HAZMAT ABOVE PEL.

UNDER NO CIRCUMSTANCES SHALL ANY MATERIALS CONTAINING HEAVY METALS OR ASBESTOS BE REMOVED

WITHOUT THE CONTRACTING OFFICER APPROVAL. FOR REFERENCE, SEE HAZMAT LEGEND OR REFER TO

HAZMAT DRAWINGS.

5. ACM MAY BE ENCOUNTERED IN EXISTING CONCRETE FLOOR , FLOOR JOINT SEALANT AND WALL CMU DURING

REPAIR ACTIVITIES. CAUTION MUST BE UTILIZED DURING REPAIR ACTIVITIES TO ENSURE THAT

DAMAGE/DISTURBANCE TO ACM DOES NOT OCCUR. REPAIR ACTIVITIES SHALL BE PERFORMED IN

ACCORDANCE WITH THE TRAINING AND HANDLING REQUIREMENTS OF 29 CFR 1926.1101 FOR CLASS II

ASBESTOS WORK AND 29 CFR 1926.85, 40 CFR 763, 45SW OPLAN 19-14, F.A.C. CHAPTER 62-257 AND FDEP FORM

62-257.900(1). FDEP FORM 62-257.900(1)(NOTICE OF DEMOLITION OR ASBESTOS RENOVATION) MUST BE

FORWARDED TO FDEP AT LEAST 10 DAYS PRIOR TO ACM REMOVAL.

6. THE REQUIREMENTS ESTABLISHED IN THE OSHA STANDARD FOR LEAD, CADMIUM AND CHROMIUM IN

CONSTRUCTION, 29 CFR 1926.62, 29 CFR 1926.1127 AND 29 CFR 1926.1126, RESPECTIVELY, MUST BE COMPLIED

WITH FOR ANY CONSTRUCTION, REFURBISHMENT, OR DEMOLITION OPERATIONS WHICH INVOLVE THE

DISTURBANCE OF LEAD CONTAINING-MATERIALS OR COATINGS WHICH CONTAIN HEAVY METALS. THE LEAD, CADMIUM AND CHROMIUM STANDARDS ESTABLISH SPECIFIC PERSONAL PROTECTIVE EQUIPMENT TO INCLUDE

RESPIRATORY PROTECTION BASED ON THE TYPE OF WORK TO BE PERFORMED (SEE SPECIFICATIONS FOR

ADDITIONAL DATA). FOR REFERENCE SEE LEGEND ON COVER DRAWING G-001.

7. IF HEAVY METALS, INCLUDING LEAD, AND/OR PCB EXIST IN PAINTED SURFACES, THERE WILL BE CONCERNS

ABOUT PARTICULATE MATTER IN RINSATE AND ABOUT LEACHABILITY AND IMPACTS TO SURROUNDING

ENVIRONMENTS. NON-LIQUID PCB MATERIAL SHOULD BE HANDLED AND TESTED IN ACCORDANCE WITH 40 CFR

761. GC SHALL PROVIDE A SUBMITTAL FOR AN ENVIRONMENTAL WORK PLAN TO ADDRESS THE IDENTIFIED

BEST MEANS OF PRACTICE BY THE QUALIFIED CONTRACTOR IN COMPLIANCE WITH FDEP, EPA AND OSHA.

ONLY THOSE PERSONNEL TRAINED IN ABATEMENT HANDLING AND DISPOSAL MAY PERFORM WORK AND SHALL

DO SO IN A MANNER THAT MINIMIZES GENERATION OF AIR-BORNE DEBRIS. WATER AND DEBRIS SHALL BE

COLLECTED, TESTED, MANAGED AND DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE AND AIR FORCE

REGULATIONS.

8. ABSORBENT MATERIAL AND SEDIMENT THAT MAY BE CONTAMINATED WITH WASTE/USED OIL, FUEL

PETROLEUM COMPOUNDS AND CLEANING SOLVENTS WILL BE ENCOUNTERED DURING CLEANING AND

PREPARATION OF THE FLOOR TRENCHES PRIOR TO FILLING WITH FLOWABLE FILL. WORKERS SHALL UTILIZE

PERSONAL PROTECTION EQUIPMENT TO PROTECT AGAINST EXPOSURE TO CONTAMINATED ABSORBENT AS

PER 29 CFR 1910.133, 1910.134, 1910.136, AND 1910.138. REMOVAL OF THE ABSORBENT MATERIAL AND

SEDIMENT WILL BE DONE IN ACCORDANCE WITH F.A.C. 62-730 AND 45 SW OPLAN 19-14.

9. IF PRODUCTS ARE TO BE USED DURING THE PROJECT WHICH MAY CONTAIN HAZARDOUS CHEMICALS, THE SDS

FOR THOSE PRODUCTS SHALL BE SUBMITTED TO THE 45 CES/CEIE HAZARDOUS MATERIALS PROGRAM

MANAGER AT 321-494-9268 FOR REVIEW TO DETERMINE PERSONAL PROTECTIVE EQUIPMENT REQUIREMENT

FOR PERSONNEL USING PRODUCTS ALONG WITH GC'S SAFETY PLAN, PRIOR TO START OF WORK.

10. PERSONNEL WHO UTILIZE RESPIRATORY EQUIPMENT SHALL COMPLY WITH OSHA STANDARD 29 CFR 1910.134.

THE REQUIREMENTS FOR PROTECTION OF PERSONNEL DURING DISTURBANCE OF COATINGS CONTAINING

HEAVY METALS APPLY WHEN THE CONTENT HAS BEEN IDENTIFIED AS "LOW". OSHA STANDARD 29 CFR 1926.62

DOES NOT INDICATE A LEVEL OF CONTENT LIMIT. IF LEAD IS PRESENT AT ANY LEVEL, THE STANDARD SHALL BE

ADHERED. FOLLOW 45 SW GUIDANCE FOR THE REMOVAL OF MATERIALS AND COATINGS CONTAINING HEAVY

METALS.

11. THE HAZMAT DRAWINGS ARE REPRESENTATIONS OF LOCATIONS CONTAINING HAZMAT AT LEVELS MEETING

OR EXCEEDING REGULATORY LEVELS. THE GC IS REQUIRED TO SUBMIT A WORK PLAN FOR THE ABATEMENT

OF ACM, HEAVY METALS AND PCB, WHERE APPLICABLE, FOR THIS PROJECT. THE GC SHALL COORDINATE THE

EXTENT OF BUILDING DEMOLITION WITH THE EXTENT OF ABATEMENT DEMOLITION TO AVOID WORK

DUPLICATION.

12. ALL HAZMAT SAMPLING REPORTS ARE COMPILED FROM THE ASBESTOS SURVEY REPORT AND HEAVY METALS

REPORT, ALL OF WHICH ARE MADE AVAILABLE AS ADDENDA TO THE PROJECT SPECIFICATIONS. ALL SAMPLING

REPORTS ARE PROVIDED FOR INFORMATION ONLY AND DO NOT REFLECT THE CONTRACT WORK.

13. THE GC SHALL PROVIDE CERTIFICATION OF MONITORED AIR AND TESTING RESULTS PRIOR TO START OF

DEMOLITION WORK.

14. WHERE APPLICABLE, CONTRACTOR SHALL REFER TO SPECIFICATIONS FOR DISPOSAL OF ACM, HEAVY METALS

AND PCB.

15. QUALIFIED CONTRACTOR SHALL COORDINATE REMOVAL OF HAZMAT WITH ENVIRONMENTAL WORK PLAN AND

CONTRACTING OFFICER PRIOR TO COMMENCEMENT OF WORK AND REPORT THE PRESENCE OF ANY OTHER

SUSPICIOUS HAZMAT IN AREAS OF WORK PRIOR TO START OF REMOVAL/DEMOLITION.

16. WHEN DISTURBING CONCRETE AND CMU, ADHERE TO OSHA STANDARDS FOR RESPIRATORY PROTECTION

AGAINST SILICA.

17. IN THE EVENT THAT HAZARDOUS/CONTROLLED WASTE IS GENERATED AT SITE, IMMEDIATELY CONTACT

ENVIRONMENTAL SUPPORT CONTRACTOR AT 853-6985.

APPLICABLE CODES

WORK SHALL BE IN COMPLIANCE WITH THE LATEST REVISION OF THE FOLLOWING CODES AND WITH

PROJECT SPECIFICATIONS:

OSHA STANDARD FOR ASBESTOS, 29 CFR 1926.1101

OSHA STANDARD FOR LEAD, 29 CFR 1926.62

OSHA STANDARD FOR CADMIUM, 29 CFR 1926.1127

OSHA STANDARD FOR CHROMIUM (VI), HEXAVALENT CHROMIUM, 29 CFR 1926.1126

OSHA STANDARD FOR HAZARDOUS WASTE COMMUNICATION, 29 CFR 1910.1200

2015 INTERNATIONAL BUILDING CODE

2015 INTERNATIONAL MECHANICAL CODE

OSHA STANDARD FOR RESPIRATORY PROTECTION, 29 CFR 1910.134

OSHA STANDARD FOR GASES, VAPORS, FUMES, DUSTS AND MISTS, 29 CFR 1926.55

ASBESTOS ABATEMENT, FLORIDA STATUTES CHAPTER 469

2016 GENERAL BUILDING REQUIREMENTS UFC 1-200-01

WASTE PETROLEUM PRODUCTS AND HAZARDOUS WASTE MANAGEMENT PLAN, 45 SW

OPLAN 19-14

ASBESTOS PROGRAM, F.A.C. CHAPTER 62-257

NATIONAL EMISSION STANDARD FOR ASBESTOS, 40 CFR 61 SUBPART M

EPA STANDARD FOR PCB, 40 CFR 761

SYNTHETIC ORGANIC CONTAMINANTS MONITORING REQUIREMENTS, F.A.C. 62-550.516

HEAVY METALS PRESENT

HATCHING PROVIDED FOR

INFORMATION ONLY. ALL

ABATEMENT ACTIVITIES ARE

IDENTIFIED USING FLAG NOTES.

H-001

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METAL TRENCH COVER

PROJECT LEGEND:

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A A A A A A

SCALE:

FLOOR TRENCH INFILL

1" = 10'

HANGAR U HIGH BAY

30'20'10'0'10'

GRAPHIC SCALE 1" = 10'

GENERAL NOTES:

1. FOR DEMOLITION OF END ITEMS, REFER TO SUBSEQUENT DISCIPLINE DRAWINGS AND

ATTACHED HAZARDOUS MATERIAL SAMPLING REPORTS ATTACHED TO THE

SPECIFICATIONS.

2. WORKERS SHALL UTILIZE RESPIRATORY PROTECTION PER 29 CFR 1910.134 AGAINST SILICA

AND PARTICULATES WHEN DISTURBING CONCRETE DURING DEMOLITION AND REPAIR

ACTIVITIES, AND WHILE REMOVING OR INSTALLING EQUIPMENT AND FIXTURES.

3. LEAD, CADMIUM AND CHROMIUM HAVE BEEN IDENTIFIED IN WALL, HANGAR DOOR AND

FLOOR PAINTS IN HANGAR U. WHEN DISTURBING PAINTS AND COATINGS THAT MAY CONTAIN

LEAD, CADMIUM AND CHROMIUM DURING DEMOLITION AND REPAIR ACTIVITIES, WORKERS

SHALL UTILIZE PERSONAL PROTECTIVE EQUIPMENT FOR LEAD AS PER 29 CFR 1926.62,

CADMIUM AS PER 29 CFR 1926.1127 AND CHROMIUM AS PER 29 CFR 1926.1126.

4. ABSORBENT MATERIAL AND SEDIMENT THAT MAY BE CONTAMINATED WITH WASTE/USED

OIL, FUEL PETROLEUM COMPOUNDS AND CLEANING SOLVENTS WILL BE ENCOUNTERED

DURING CLEANING AND PREPARATION OF THE FLOOR TRENCHES PRIOR TO FILLING WITH

FLOWABLE FILL. WORKERS SHALL UTILIZE PERSONAL PROTECTION EQUIPMENT TO

PROTECT AGAINST EXPOSURE TO CONTAMINATED ABSORBENT AS PER 29 CFR 1910.133,

1910.134, 1910.136, AND 1910.138.

5. COORDINATE WITH ARCHITECTURAL DRAWINGS ON THE EXTENT OF EQUIPMENT AND

FIXTURE INSTALLATION AND REMOVAL.

FLAG NOTES:

1. TRENCHES CONTAIN WASTE ABSORBENT MATERIAL AND SEDIMENT GENERATED DURING SPILL

CLEAN-UP OPERATIONS. CONTRACTOR SHALL SAMPLE AND ANALYZE WASTE ABSORBENT

MATERIAL AND SEDIMENT PRIOR TO CLEANING THE TRENCHES. THREE SAMPLES SHALL BE

COLLECTED FROM EACH TRENCH AND ANALYZED FOR CORROSIVITY, IGNITABILITY, REACTIVITY, TCLP METALS, TCLP VOLATILE ORGANIC COMPOUNDS AND TCLP SEMI-VOLATILE ORGANIC

COMPOUNDS.

2. CONTRACTOR SHALL EXCAVATE, REMOVE AND STOCKPILE WASTE ABSORBENT MATERIAL FROM

THE TRENCHES. CONTRACTOR SHALL COLLECT REPRESENTATIVE GRAB SAMPLES FROM THE

STOCKPILE FOR WASTE CLASSIFICATION ANALYSIS. SAMPLES SHALL BE ANALYZED FOR

CORROSIVITY, IGNITABILITY, REACTIVITY, TCLP METALS, TCLP VOLATILE ORGANIC COMPOUNDS

AND TCLP SEMI-VOLATILE ORGANIC COMPOUNDS. BASED ON THE WASTE CLASSIFICATION

RESULTS, THE MATERIAL SHALL DISPOSED OF IN ACCORDANCE WITH 40 CFR PARTS 239

THROUGH 279, F.A.C.62-730 AND 45 SW OPLAN 19-14.

3. AFTER REMOVAL OF ABSORBENT MATERIAL, TRENCHES SHALL BE CLEANED TO REMOVE

RESIDUAL WASTE. WASTE WATER GENERATED DURING CLEANING SHALL BE COLLECTED FOR

WASTE CLASSIFICATION TESTING PRIOR TO OFF-SITE TRANSPORT AND DISPOSAL. WASTE

WATER SHALL BE TESTED FOR CORROSIVITY, IGNITABILITY, REACTIVITY, TCLP METALS, AND

TCLP SEMI-VOLATILE ORGANIC COMPOUNDS. BASED ON THE ANALYTICAL RESULTS, WASTE

SHALL BE CLASSIFIED AND DISPOSED OF IN ACCORDANCE WITH 40 CFR PARTS 239 THROUGH

279, F.A.C.62-730 AND 45 SW OPLAN 19-14.

4. THE ABOVE GRADE OIL LUBRICATION STATION AND TWO BELOW GRADE HYDRAULIC LIFTS WILL

BE REMOVED AS PART OF THE HANGAR REPAIR EFFORT. LUBRICATION OIL AND HYDRAULIC

FLUID WILL BE DRAINED AND REMOVED FROM THE LUBRICATION STATION, HYDRAULIC LIFTS,

AND ASSOCIATED PIPING AND HOSES. THE OIL AND HYDRAULIC FLUID WILL BE ADDED TO THE

EXISTING WASTE POL STORAGE UNITS AT HANGAR U.

5. LEAD, CADMIUM AND CHROMIUM ARE PRESENT IN RED AND YELLOW PAINT ON THE FLOOR.

WASTES GENERATED DURING REMOVAL OF FLOOR PAINT SHALL BE COLLECTED AND STAGED

FOR WASTE CLASSIFICATION TESTING PRIOR TO OFF-SITE TRANSPORT AND DISPOSAL. PAINT

WASTE SHALL BE TESTED FOR TCLP METALS. BASED ON THE ANALYTICAL RESULTS, PAINT

WASTE SHALL BE CLASSIFIED AND DISPOSED OF IN ACCORDANCE WITH 40 CFR PARTS 239

THROUGH 279, F.A.C.62-730 AND 45 SW OPLAN 19-14.

6. LEAD, CADMIUM AND CHROMIUM ARE PRESENT IN TAN PAINT ON THE HANGAR DOORS. WASTES

GENERATED DURING REMOVAL OF THE HANGAR DOOR PAINT SHALL BE COLLECTED AND

STAGED FOR WASTE CLASSIFICATION TESTING PRIOR TO OFF-SITE TRANSPORT AND DISPOSAL.

PAINT WASTE SHALL BE TESTED FOR TCLP METALS. BASED ON THE ANALYTICAL RESULTS,

PAINT WASTE SHALL BE CLASSIFIED AND DISPOSED OF IN ACCORDANCE WITH 40 CFR PARTS

239 THROUGH 279, F.A.C.62-730 AND 45 SW OPLAN 19-14.

H-101

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WASTE POL STORAGE

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WASTE POL STORAGE

AutoCAD SHX Text

COMPRESSOR & DRYER

AutoCAD SHX Text

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CAR LIFT

CAR LIFT

EYE FIRE

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3-DOOR RAILS

& FOUNDATION

DOOR TRENCH

DRAIN

EYE

ROOM #1115

ROOM #1128

ROOM

#1114

PANEL P3

PROJECT SCOPE:

A. ALL FLOOR TRENCHES & HYDRAULIC LIFT FLOOR TRENCH ARE FILLED WITH OIL ABSORBENT

MATERIAL. PROVIDE SAMPLES, TESTING, REMOVAL, & PROPER DISPOSAL W/ DOCUMENTATION

OF WASTE OIL ABSORBENT MATERIAL AS A HAZARDOUS WASTE, WASH & CLEAN FLOOR

TRENCHES, SEE SHEET H-101 FOR COORDINATION.

B. REMOVE ABOVE GRADE OIL LUBRICATION STATION.

C. REMOVE 2 BELOW GRADE LUBE STATION HYDRAULIC LIFTS, FILL ABANDON HYDRAULIC LIFT 7'

DEEP TRENCH WITH FLOWABLE FILL AND CONCRETE CAP.

D. PROTECT IN PLACE EXISTING FLOOR TRENCH & SALVAGE FOR REUSE METAL TRENCH

COVERS IN NOTED HIGH BAY TRENCHES, UTILITY TURN & INTERSECTION TRENCHES, FUTURE

UTILITY STATION, AND UTILITY SERVICE TRENCH. REFER TO ARCHITECTURAL DRAWINGS FOR

REMOVAL, CLEANING AND INSTALLATION OF TRENCH COVERS.

E. FLOOR TRENCHES ALL 10, B, & D, PORTION B, 5, & 9, AND ROOMS 1115 & 1128 - FROM SERVICE

SOURCE CONNECTION TO USE POINT PROVIDE NEW ELECTRIC, COMPRESSED AIR, EMPTY

UTILITY DISTRIBUTION CONDUIT, AND UTILITY PIPING SERVICE CONNECTION TO SERVICE

STANDS AND 3 CAR LIFTS.

F. FLOOR TRENCH ALL 1 THRU 4 & 6 THRU 9, PORTION 5 & B THRU E - ENCLOSE FLOOR

TRENCHES BY PROVIDING FLOWABLE FILL, REINFORCEMENT,& CONCRETE CAP, AND

EXPANSION JOINTS. ACCOMMODATE NEW UTILITIES INTO THE TRENCH FILL OPERATION.

LEGEND:

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METAL TRENCH CONCRETE

COVER FILLED TRENCH

ELECTRIC DISTRIBUTION

SHOP COMPRESSED 150 PSI AIR

EMPTY CONDUIT

SCALE:

FLOOR RESTORATION

1" = 10'

HANGAR U HIGH BAY

30'20'10'0'10'

GRAPHIC SCALE 1" = 10'

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SCALE:

PROJECT SEQUENCE & HAZARDOUS MATERIALS

1" = 10'

HANGAR U HIGH BAY

30'20'10'0'10'

GRAPHIC SCALE 1" = 10'

SEQUENCE 2

C-101

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SPECIAL INSTRUCTIONS:

· THE PLANS DEPICT A CONSTRUCTION SEQUENCE IN 4 STEPS TO MAINTAIN AND LIMIT OUTAGES TO

ELECTRICAL AND AIR UTILITIES WITH THE HANGAR HIGH BAY. THE DEPICTED CONSTRUCTION

SEQUENCE IS INTENDED TO PLACE UTILITY DECOMMISSION, SAFING, REMOVAL, NEW

DISTRIBUTION, AND PLACEMENT INTO SERVICE HIGH BAY UTILITIES IN CONSTRUCTION SEQUENCE

3 & 4. THE CONTRACTOR MAY REQUEST IN WRITING TO THE CONTRACTING OFFICE MODIFYING

THE CONSTRUCTION SEQUENCE AND ENCROACHMENT INTO OTHER SEQUENCE AREA FOR

CONSIDERATION. THE CONTRACTOR SHALL NOT MODIFY THE CONSTRUCTION SEQUENCE UNTIL

CHANGES TO THE CONSTRUCTION SEQUENCE IS APPROVED BY THE CONTRACTING OFFICER.

· ABOVE GRADE REMOVAL AND EQUIPMENT SALVAGE WORK MAY BE CONDUCTED IN ANY

SEQUENCE.

· THE GOVERNMENT RESERVES THE RIGHT TO REQUEST AND HAVE THE THE CONTRACTOR

PERFORM SPECIFIC WORK TO EXPEDITE MAINTAINING AND RESTORING EXISTING AND NEW

UTILITIES SERVICE WITHIN THE HANGAR HIGH BAY.

· IN ADDITION TO CONTRACT REQUIREMENTS SCHEDULES THE CONTRACTOR SHALL DEVELOP AND

MAINTAIN A 6 WEEK TIME FORWARD GENERAL WORK SCHEDULE AND A DETAILED WEEKLY

SCHEDULE NOTING WORK TASK & WORK AREAS.

· THE FACILITIES IN THE NORTHERN WING, SOUTHERN WING, & WASTE POL (PAINT, OIL, LUBRICANT)

STORAGE IN HANGAR U ARE TO MAINTAIN PEDESTRIAN ACCESS TO MAINTAIN FACILITY

OPERATIONS. THE AISLE ALONG THE NORTHERN & SOUTHERN WALLS SHALL REMAIN OPEN,

UNOBSTRUCTED, & AS REQUIRED WARNING FENCED FOR PEDESTRIAN ACCESS WITH LIMITED

OUTAGE PERIODS.

· OPEN TRENCHES WITH NO TRENCH COVERS ARE TO BE MINIMIZED.

· AS WORK PROGRESSES INACTIVE WORK AREAS FOR GREATER AND 7 DAY THE TRENCH COVERS

ARE TO BE REINSTALLED.

· OPEN TRENCH AREA ARE TO BE BARRICADED AGAINST VEHICLE ENTRY.

· OPEN TRENCH AREA ARE TO BE ENCIRCLED BY VERTICAL SUPPORTED 4' TALL ORANGE WARNING

FENCE TO PREVENT PEDESTRIAN ACCESS.

· WORK SHALL BE COMPLETED IN SEQUENCE 1 AREA PRIOR TO MOVING INTO SEQUENCE 2 AREA

NOTED ON SHEET C-101, CONTRACTING OFFICER MAY GRANT CONTRACTOR WRITTEN REQUESTED

FOR SEQUENCE OUTSIDE AREA OPERATION VARIANCE FOR SPECIFIED OPERATIONS.

· CAR AND PICK UP TRUCKS VEHICULAR TRAFFIC SHALL NOT BE ALLOWED ON COMPLETED FILL

TRENCHES FOR 14 DAYS UPON PLACEMENT. ALL OTHER LARGE VEHICLES SHALL AWAIT 27 DAYS

PRIOR TO DRIVING UPON COMPLETED FILLED TRENCHES. CONTRACTING OFFICER MAY GRANT

CONTRACTOR WRITTEN REQUESTED FOR REDUCED ACCESS PERIODS BY USING STEEL TRAFFIC

PLATES TO BRIDGE FILLED TRENCHES.

· MAINTAIN ACCESS TO SAFETY SHOWER & EYE WASH.

· EXPANSION JOINTS WITHIN THE 10" CONCRETE CAP WILL REQUIRE THIS INSTALLATION WORK TO

BE PLACE IN A CHECKERBOARD PATTERN. EACH SEQUENCE DEPICTS 3 TRENCH FOR CONCRETE

CAP PLACEMENT TO ACCOMMODATE THIS INSTALLATION METHOD.

· IN SEQUENCE 2 THE CONTRACTOR SHALL PRIORITIZE THE REMOVAL, INSTALLATION, AND

PLACEMENT INTO SERVICES THE UTILITIES WITHIN TRENCH 5 AND THE TRENCH INFILL WORK

BETWEEN TRENCHES 6 & 7 TO RESTORE THEM TO USE PRIOR TO COMPLETING THE SEQUENCE.

SEQUENCE 3

EYEWASH SAFETY SHOWER

EYEWASH

SEQUENCE:

INDIVIDUAL CONCRETE CAP PLACEMENT AREAS:

SEQUENCE 4

AND

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LUBE SUPPORT RACK

12'± TALL OVERHEAD

AIR SUPPORT RACK

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3-DOOR RAILS

& FOUNDATION

DOOR TRENCH

DRAIN

EYE

ROOM #1115

ROOM #1128

ROOM

#1114

PANEL P3

SCALE:

DEMOLITION

1" = 10'

HANGAR U HIGH BAY

DEMOLITION FLAG NOTES:

10. SALVAGE & PLACE INTO TEMPORARY STORAGE SHOP FIXED EQUIPMENT, AND COORDINATE

LOCATION FOR REINSTALLATION - GRINDER, VICE, & ANVIL.

11. REMOVE ABOVE GRADE LUBRICATION STATION - ALL ABOVE GRADE SUPPORT RACKS,

CABINET, HYDRAULIC OILS STORAGE TANK, PIPING & TUBING, ELECTRICAL & AIR SERVICE,

AND EQUIPMENT.

12. REMOVE 2 LUBRICATION STATION IN GROUND HYDRAULIC LIFTS & WHEEL STOPS

MECHANICAL EQUIPMENT , AND METAL LIDS. REMOVE & CUT ALL PROTRUDING ABOVE

GRADE PORTIONS OF THE LUBRICATION STATION, LIFT, WHEEL STOPS, & COVER

ATTACHMENTS FLUSH WITH GRADE W/ NO SHARP POINTS.

13. REMOVE IN TRENCH 8", 10", & 12" EXHAUST DUCT, IN TRENCH CONNECTION POINT

ASSEMBLIES, EXPOSED & WALL MOUNTED IN HIGHBAY VEHICLE EXHAUST DUCT,

EQUIPMENT, AND SUPPORT SYSTEM.

14. SEQUENCE THE REMOVAL OF ALL & SALVAGE FOR REUSE SELECTED HIGH BAY TRENCH

COVERS. REFER TO ARCHITECTURAL DRAWINGS FOR REMOVAL, CLEANING AND

INSTALLATION OF TRENCH COVERS.

15. SEQUENCE THE REMOVAL OF IN TRENCH UNIDENTIFIED DEACTIVATED NON-HAZARDOUS

ABANDON IN PLACE UTILITIES, COMPRESSED AIR PIPE, AND ELECTRICAL DISTRIBUTION

SYSTEM.

16. SEQUENCE THE REMOVAL OF ABOVE FLOOR UTILITY SERVICES STANDS.

17. 3 LOCATIONS - SAFE CAR LIFT ELECTRICAL SERVICE CONDUCTOR & CONDUIT ENCASED IN

CONCERT FOR REUSE.

18. LOCATE, VERIFY ROUTE, SIZE, & MATERIAL, DISCONNECT, PROVIDE NECESSARY PARTS TO

PRESSURE PLUG WATER SYSTEM TO REMAIN IN SERVICE, AND REMOVE WATER

DISTRIBUTION & SERVICE PIPING WITHIN HIGH BAY.

19. COMM ORANGE INNER DUCT AND FIBER OPTIC TO BE REMOVED FROM FLOOR TRENCH AND

REROUTED.

FLAG NOTE 20 NOT USED

PROJECT LEGEND:

30'20'10'0'10'

GRAPHIC SCALE 1" = 10'

16161616 16

1616 1616 1616

METAL TRENCH

COVER

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EYE FIRE

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DRAIN

EYE

ROOM #1115

ROOM #1128

ROOM

#1114

PANEL P3

SCALE:

FLOOR TRENCH INFILL

1" = 10'

HANGAR U HIGH BAY

30'20'10'0'10'

GRAPHIC SCALE 1" = 10'

TRENCH INFILL FLAG NOTES:

FLAG NOTES MAY BE CONSTRUCTED OUT OF ORDER TO MEET SHEET C-101 PROJECT SEQUENCE.

GENERAL NOTE ALL HIGH BAY TRENCHES - SEE SHEET H-101 FOR SOIL & DEBRIS REMOVAL, PRESSURE

WASHING, WASH WATER COLLECTION & DISPOSAL. SEE SHEET C-102 FOR KNOWN & UNKNOWN UTILITIES

WITHIN THE TRENCH AND IN TRENCH HOIST SYSTEM, SAFEING SYSTEMS, AND SEQUENCED REMOVAL.

21. TRENCH 1 & 2 AND B, C, D, & E CROSSING - PROVIDE FLOWABLE FILL & CONCRETE CAP W/

REINFORCEMENT, 18 EXPANSION JOINTS, PERIMETER GRATING LIP LONGITUDINAL SAW CUT, 20

TRANSVERSE SAW CUTS, 4 PROTRUDING CORNER 3 FOOT DIAGONAL #3 BAR, 4 END WALL, 4 OPEN TO

FILLED WALLS, IN TRENCH UTILITY CONDUITS TRENCH B & D, CAP OPEN TRENCH EMPTY CONDUITS, AND

ALLOW CONCRETE CURE & APPLY CONCRETE SURFACE SEALANT.

22. TRENCH 3 & 4 AND B, C, D, & E CROSSING - PROVIDE FLOWABLE FILL & CONCRETE CAP W/

REINFORCEMENT, 20 EXPANSION JOINTS, PERIMETER GRATING LIP LONGITUDINAL SAW CUT, 18

TRANSVERSE SAW CUTS, 2 PROTRUDING CORNER 3 FOOT DIAGONAL #3 BAR, 4 END WALL, IN TRENCH

UTILITY CONDUITS TRENCH B & D, AND ALLOW CONCRETE CURE & APPLY CONCRETE SURFACE SEALANT.

23. TRENCH 6 & PORTION OF 5 AND B, C, D, & E CROSSING - PROVIDE FLOWABLE FILL & CONCRETE CAP W/

REINFORCEMENT, 12 EXPANSION JOINTS, PERIMETER GRATING LIP LONGITUDINAL SAW CUT, 12

TRANSVERSE SAW CUTS, 2 PROTRUDING CORNER 3 FOOT DIAGONAL #3 BAR, 2 END WALL, 4 OPEN TO

FILLED WALLS, IN TRENCH UTILITY CONDUITS TRENCH 5, B, & D, CAP OPEN TRENCH EMPTY CONDUITS, AND ALLOW CONCRETE CURE & APPLY CONCRETE SURFACE SEALANT.

24. TRENCH 7 & 8 AND B, C, D, & E CROSSING - PROVIDE FLOWABLE FILL & CONCRETE CAP W/

REINFORCEMENT, 22 EXPANSION JOINTS, PERIMETER GRATING LIP LONGITUDINAL SAW CUT, 16

TRANSVERSE SAW CUTS, 5 PROTRUDING CORNER 3 FOOT DIAGONAL #3 BAR, 4 END WALL, AND IN

TRENCH UTILITY CONDUITS TRENCH B & D, AND ALLOW CONCRETE CURE & APPLY CONCRETE SURFACE

SEALANT.

25. TRENCH 9 AND B, C, D, & E CROSSING - PROVIDE FLOWABLE FILL & CONCRETE CAP W/ REINFORCEMENT, 11 EXPANSION JOINTS, PERIMETER GRATING LIP LONGITUDINAL SAW CUT, 9 TRANSVERSE SAW CUTS, 2

PROTRUDING CORNER 3 FOOT DIAGONAL #3 BAR, 2 END WALL, 4 OPEN TO FILLED WALLS, IN TRENCH

UTILITY CONDUITS TRENCH B, D, & 9 TO 3-CAR LIFT SERVICES, CAP OPEN TRENCH EMPTY CONDUITS, AND

ALLOW CONCRETE CURE & APPLY CONCRETE SURFACE SEALANT.

26. TRENCH 5 & D INTERSECTION - INSTALL SALVAGED METAL TRENCH GRATES AND PROVIDE UTILITY

SERVICE STANDS. ALL FLAG NOTES - SALVAGED METAL TRENCH GRATES TO BE TIGHT, LEVEL, NO

WOBBLE, NO TRIP EDGE INSTALLED FIT.

27. TRENCH 10 - INSTALL SALVAGED METAL TRENCH GRATES AND PROVIDE UTILITY SERVICE STANDS.

28. TRENCH B, C, D, & E - INSTALL SALVAGED METAL TRENCH GRATES

29. TRENCH 5 EASTERN END - INSTALL SALVAGED METAL TRENCH GRATE

30. TRENCH 3 & 5 ISOLATE EASTERN END - PROVIDE FLOWABLE FILL & CONCRETE CAP W/ REINFORCEMENT, 2

EXPANSION JOINTS, PERIMETER GRATING LIP LONGITUDINAL SAW CUT, 4 END WALLS, AND ALLOW

CONCRETE CURE & APPLY CONCRETE SURFACE SEALANT.

31. TRENCH 2-L HOIST TRENCH - PROVIDE FLOWABLE FILL & CONCRETE CAP W/ REINFORCEMENT, PERIMETER GRATING LIP LONGITUDINAL SAW CUT, AND CORNER DIAGONAL SAW CUT, AND ALLOW

CONCRETE CURE & APPLY CONCRETE SURFACE SEALANT.

32. TRENCH 2- HOIST TRENCH - PROVIDE FLOWABLE FILL & CONCRETE CAP W/ REINFORCEMENT, PERIMETER

GRATING LIP LONGITUDINAL SAW CUT, AND ALLOW CONCRETE CURE & APPLY CONCRETE SURFACE

SEALANT.

33. TRENCH C & E - INFILL BETWEEN NEW EXPANSION JOINTS BY OTHER FLAG NOTES, 7 LOCATIONS PROVIDE

FLOWABLE FILL & CONCRETE CAP W/ REINFORCEMENT, PERIMETER GRATING LIP LONGITUDINAL SAW

CUT, AND ALLOW CONCRETE CURE & APPLY CONCRETE SURFACE SEALANT.

34. TRENCH C - START AT NEW EXPANSION JOINT BY OTHER FLAG NOTES, PROVIDE FLOWABLE FILL &

CONCRETE CAP W/ REINFORCEMENT, PERIMETER GRATING LIP LONGITUDINAL SAW CUT, 1 OPEN TO

FILLED WALLS, CAP OPEN TRENCH EMPTY CONDUITS, AND ALLOW CONCRETE CURE & APPLY CONCRETE

SURFACE SEALANT.

35. TRENCH B & D - INFILL BETWEEN NEW EXPANSION JOINTS BY OTHER FLAG NOTES, 6 LOCATIONS PROVIDE

IN TRENCH UTILITY CONDUITS, FLOWABLE FILL & CONCRETE CAP W/ REINFORCEMENT, PERIMETER

GRATING LIP LONGITUDINAL SAW CUT, AND ALLOW CONCRETE CURE & APPLY CONCRETE SURFACE

SEALANT.

36. TRENCH B & D - INFILL BETWEEN NEW EXPANSION JOINTS BY OTHER FLAG NOTES, 2 LOCATIONS PROVIDE

IN TRENCH UTILITY CONDUITS, FLOWABLE FILL & CONCRETE CAP W/ REINFORCEMENT, PERIMETER

GRATING LIP LONGITUDINAL SAW CUT, OPEN TO FILLED WALLS, IN TRENCH UTILITY CONDUITS TRENCH B

& D, CAP OPEN TRENCH EMPTY CONDUITS, AND ALLOW CONCRETE CURE & APPLY CONCRETE SURFACE

SEALANT.

TRENCH INFILL DETAILS:

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METAL TRENCH CONCRETE

COVER FILLED TRENCH

1-D

C500

TYP TRENCH

EXPANSION JOINT

TYP DIAGONAL

SAW CUT JOINT

TYP END WALL

TYP OPEN TO FILL WALL

33353335

TYP PROTRUDING CORNER W/ REINFORCEMENT

35 33

1-B

C500

26 34 21 1-C

C500

36 22

25 23 1-E

C500

34 24

21 25 1-A

C500

30 34THRU

21 24

33 36

THRU

THRU

C500

C500

C500

21 25

THRU

4-H

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21 25

THRU23 21

4-G

C500

34 2536

THRU

ALL HIGH BAY TRENCHES

TYP EXISTING FLOOR

EXPANSION JOINT

H

C-500

4H

C-500

TYP TRANSVERSE

SAW CUT JOINT

1A

C-500

4G

C-500

E

RR

PROJECT LEGEND:

A

M b a r v

CAR LIFT

SS EYE C C FIRE

C AB-ESS

C

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SS E

A A

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A A

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A A A A

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L4

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PANEL A

PANEL D

PANEL L2

FLOOR EXPANSION

JOINT (TYP)

3-DOOR RAILS

& FOUNDATION

DOOR TRENCH

DRAIN

EYE

ROOM #1115

ROOM #1128

ROOM

#1114

PANEL P3

SCALE:

FLOOR TRENCH UTILITIES

1" = 10'

HANGAR U HIGH BAY

UTILITY FLAG NOTES:

FLAG NOTES 37, 38, & 39 NOT USED

40. PROVIDE IN TRENCH D & E FROM PANELS D IN ROOM 1115 TO SERVICE TRENCH 5 - TRENCH C

FROM PANELS A IN ROOM 1128 TO SERVICE TRENCH 10 - 8-2" ELECTRIC DUCTS AND IN TRENCH

5 & 10, SEE ELECTRICAL SHEETS FOR SERVICE STAND ELECTRICAL SERVICES.

41. PROVIDE IN TRENCH 9 & C, 3-1" ELECTRIC DUCT SERVICE EACH CAR LIFT, SEE ELECTRICAL

SHEETS FOR ELECTRICAL SERVICE FOR CAR LIFTS.

42. AIR DISTRIBUTION & SERVICE - PROVIDE IN TRENCH D, SEQUENCED 1-2" HDPE AIR

DISTRIBUTION PIPE, 10-2" METAL BODY SHUT OFF BALL VALVES, 3-2" HDPE TEE, 3-2" HDPE 90

BENDS, 4 TERMINAL END BLOW OFF W/ VALVE, DISTRIBUTION BRANCH AT TRENCH 5 & 10,

INDIVIDUAL SERVICE BRANCHES - W/ SERVICE TEE, SHUT OFF VALVE, & GALV IRON PIPE &

FITTINGS, CONVERT TO 2" SCH 40 GALV IRON PIPE & FITTINGS EACH END OPEN TRENCH AREA, SEQUENCE MAKE CONNECTION TO EXISTING GALV IRON PIPE AIR SUPPLY SYSTEM IN ROOM

1115 ABOVE GRADE & ROOM 1114 IN TRENCH.

43. EMPTY DUCTS - PROVIDE IN TRENCH B & 5 (EAST OF D) SEQUENCED 2-4" EMPTY DUCTS , PLACE CAPS ON END DO NOT SECURE TO DUCT, ACCOMMODATE NEW UTILITY CROSSING AT

TRENCH 5 & 10.

44. TRENCH 5 & 10, 12 LOCATIONS PROVIDE UTILITY SERVICE STANDS W/ ELECTRIC & AIR UTILITY

SERVICE.

45. COMMUNICATION - TRENCH 5 ORANGE INTER-DUCT & FIBER OPTIC TO RE REMOVED AND

REROUTED SEE ELECTRICAL SHEETS.

UTILITY DETAILS:

PROJECT LEGEND:

30'20'10'0'10'

GRAPHIC SCALE 1" = 10'

C500

C500

METAL TRENCH CONCRETE

COVER FILLED TRENCH

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SCALE:

TRENCH SECTIONS

NONE

C-500

SCALE:

TRENCH CAP REINFORCEMENT

NONE

C-500

SCALE:

TRENCH UTILITY CONNECTIONS

NONE

C-500

WORK STATION

9-2"

UTILITY CONDUITS

ANCHOR HEAD STUD 2.5"X0.25"

@ 45°, 3' SPACING, #3 BAR CONT.

T

O

FLOWABLE FILL

24"2.75"

TRENCH EXPANSION JOINT - ALIGN WITH

EXISTING FLOOR JOINTS AND BACK EDGE OF

TRENCH LIP INTERSECTION W/ 1/2" JOINT FILLER,

TOP JOINT SEALANT, TRANSVERSE BENT #3, 2-1"

DIA, 18" SMOOTH DOWEL, LUBRICATE ONE END

AIR SERVICE - SECURE SERVICE BRANCH TO FLOOR

TEE W/ 3/4" FEMALE THREADED CONNECTION, CLOSE

NIPPLE, 3/4" GALV IRON PIPE & FITTINGS

2" AIR

1" ELEC

4,000 PSI CONCRETE SMOOTH TROWEL FINISH W/ SEALCOAT

FILLED TRENCH

NO UTILITIES

SCALE:

TRENCH ENDS

NONE

C-500

WORK STATION UTILITIES

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SCALE:

UTILITY SERVICE STAND

NONE

C-500

WORK STATION

36"

6 LOCATIONS 208/120 V, 3 PH POWER

EACH LEG - 4-EPOXY IMBED,

3/8" SS ALL THREAD, NUT, LOCK

WASHER, & FLAT WASHER

HEAVY DUTY FIBERGLASS CHANNEL

W/ END CAP & FOOT PLATE

ALL LOCATIONS 4 - 120 V, SINGLE-PHASE POWER

GALV IP AIR

0-200 PSI AIR REGULATOR W/

PRESSURE GAGE & WATER

SEPARATOR. NORGREN OR EQUAL

M I N

TYP UTILITY CONDUIT W/ PIPE CLAMPS

HANGAR FLOOR

TRENCH METAL

GRATE SUPPORT

TRENCH VERTICAL WALL

PROVIDE - TRENCH GRATE SUPPORT

SPAN TRENCH 2.5"X2.5" X0.25" L,

KONTCH ENDS,

BACKED W/ 2-2"-2"X2"X0.25" L,

SPOT WELD ASSEMBLY IN PLACE

CONCRETE FLOWABLE FILL

CAP

TRENCH TO BE FILLED W/ CONCRETE

TRENCH TO REMAIN OPEN

W/ METAL TRENCH COVER

2-4"

UTILITY CONDUITS

D

SALVAGED TRENCH GRATE

SALVAGED TRENCH GRATE

TRENCH GRATE SUPPORT

TRENCH LIP REINFORCEMENT

TRENCH BOTTOM

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CONCRETE

12" MIN

TRENCH TRANSITION FROM

FILLED TO OPEN

3/4" BALL VALVE, BRASS FNPT

C-500

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EXPLOSIONPROOF SEAL FITTING

18" ABOVE FINISHED FLOOR

CONCRETE FILLED TRENCH

JOINT

SEALANT

AIR HOSE REEL

SECURE TO FLOOR

EXISTING L ANGLE IRON

3 #4 CONTINUOUS W/ 20" #4 @ 12" SPACING

TYP LONGITUDINAL SAW CUT - 3/8"

W/ BACKER ROD & SEALANT (1/3 TO

1/4 DEPTH)

CHAMFER EDGE

TYP TRANSVERSE SAW CUT JOINT

OPEN TRENCH

W/ UTILITIES

B

TYP ELECTRIC IN OPEN

TRENCH - HEAVY DUTY

FIBERGLASS CHANNEL W/

ELECTRICAL CONDUIT

SALVAGED TRENCH GRATE

3/4" AIR

HEAVY DUTY FIBERGLASS

CHANNEL W/ ELECTRICAL

CONDUIT

TYP AIR SERVICE

TYP ELECTRIC

SERVICE

EXISTING TRENCH WALL & BOTTOM

EXISTING TRENCH BOTTOM

TRENCH CAP REINFORCEMENT

2-4" & 1-2"

UTILITY CONDUITS

D

3-2"

UTILITY CONDUITS

D

CONCRETE

12" MIN

END WALL

OPEN TO

FILLED WALL

TYP AIR IN OPEN TRENCH -

2-12" HEAVY DUTY

FIBERGLASS CHANNEL

& EACH SERVICE

H G

MIN 3/8"

M

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B E

D

5/8" BACKER ROD

JOINT SEALANT

JOINT FILLER

1/2"

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JOINT SEAL

WALL & FLOOR

ANCHOR

SAW CUT

M

MIN

3/8"

INDUCED

CRACK

SAW CUT

JOINT

BACKER ROD

A

M b a r v i r

AutoCAD SHX Text

TOP OF CONCRETE

PRE DRILL W/ EPOXY GROUT ANCHOR

F

L A

B O

Y

D B

C C

A F

S

F

L

CORROSION CLEANING, REPAIR AND COATING NOTES:

1. THE EXISTING STEEL DOOR AND FRAMES MAY NOT MEET EXISTING WIND CODES BUT ALL NEW

COMPONENTS SHALL MEET CURRENT CODE REQUIREMENTS. THE CONTRACTOR SHALL FIELD

VERIFY ALL EXISTING SIZES, SPACING, DIMENSIONS AND CONDITIONS AT THE INTERFACES AS

REQUIRED. SUBMIT SIGNED AND SEALED CALCULATIONS AND DRAWINGS FOR ALL

COMPONENTS TO BE REPLACED INCLUDING CONNECTIONS TO THE EXISTING FRAME. USE

COMPONENT AND CLADDING WIND PRESSURES ALONG WITH APPLICABLE TRIBUTARY AREAS.

MANUFACTURERS WIND PRESSURES SHALL NOT BE USED.

- WIND VELOCITY: PER IBC 2015 AND ASCE 7-10 (SEE WIND PRESSURES BELOW)

170 MPH WIND REGION

USE FACTOR 1.0

EXPOSURE 'C'

CATEGORY II

COMPONENTS AND CLADDING WIND PRESSURE +45.29 psf / -57.13 psf

2. A PARTIAL LIST OF RELATED ITEMS TO BE ADDRESSED ARE AS FOLLOWS, REFER TO DRAWINGS, NOTES AND SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS:

· EXISTING HIGH BAY DOOR SUPPORT STRUCTURE TO REMAIN IN PLACE BUT TO BE

REFURBISHED IN ACCORDANCE WITH ARCHITECTURAL NOTES AND DETAILS.

· THE EXTERIOR DOOR PANELS/PLATES SHALL BE REMOVED, REFURBISHED AND

REINSTALLED WHERE INDICATED IN DRAWINGS.

· UPPER TRACK LATERAL SUPPORT / GUIDE ASSEMBLY BRACKETS AND STOP ANGLE

BRACKETS SHALL REMAIN, NOT IN SCOPE.

· THE WICKET/PILOT DOORS SHALL BE REMOVED AND REPLACED INCLUDING ALL FLASHING

AND SAFETY FEATURES.

· REMOVE AND REPLACE ALL EDGE AND BASE SEALS, END BUMPERS. INCLUDING TRIM AND

FASTENERS HOLDING SEALS IN PLACE.

· THE MAIN WHEELS, DRIVING GEARS, CHAINS ETC FOR BOTH ACTIVE AND PASSIVE DOORS

SHALL BE INSPECTED FOR DAMAGE AND REPAIRED IN ACCORDANCE WITH MECHANICAL

AND ELECTRICAL DRAWINGS.

3. CONTRACTOR SHALL STORE STEEL MEMBERS IN DESIGNATED STORAGE AREA. ALL STEEL

SHALL BE COVERED AND PROTECTED FROM ELEMENTS.

4. PRIOR TO WORK ON HIGH BAY HANGAR DOORS, QUALIFIED CONTRACTOR SHALL ABATE HEAVY

METALS FROM LOCALIZED AREAS OF PROPOSED MODIFICATION AND REPLACEMENT.

ABATEMENT SHALL REMOVE EXISTING PAINT TO BARE METAL, PER SSPC-SP 1 'SOLVENT

CLEANING' AND SSPC-SP 11 'POWER TOOL CLEANING TO BARE METAL' WITH HEPA SHROUD.

REFER TO HAZARDOUS MATERIAL DRAWINGS AND SPECIFICATIONS.

5. ALL WELDING OPERATIONS MUST BE PERFORMED AFTER COMPLETION OF SURFACE

PREPARATION OF STEEL.

6. HANGAR DOOR SUPPORT STRUCTURE - POWER TOOL CLEAN STEEL TO SSPC SP-3; WHERE THE

STEEL MEMBER HAS LOST 10% OF THE STRUCTURAL CROSS-SECTIONAL AREA (CROSS

SECTIONAL SLICE AT AREA OF CORROSION DAMAGE, SHALL BE FIELD MEASURED WITH CALIPERS

TO DETERMINE EXTENT OF DAMAGE). CUT AND PROVIDE NEW SECTION TO MATCH EXISTING,

WELD WITH 3/16" CONTINUOUS WELD. PREPARE AND PAINT NEW AND EXISTING STEEL PER

SPECIFICATIONS STEEL COATING SYSTEM. COLOR AND SHEEN SHALL BE SELECTED TO MATCH

EXISTING COLORS. (FOR BIDDING PURPOSES ASSUME 20% OF INDIVIDUAL STEEL MEMBERS

FROM BOTTOM OF WINDOW OPENINGS TO BOTTOM OF DOOR)

7. EXTERIOR FACE OF HIGH BAY DOORS - POWER TOOL CLEAN STEEL TO SSPC SP-3; PREPARE

AND PAINT PER SPECIFICATIONS STEEL COATING SYSTEM. WHERE EXPOSED TO UV

DEGRADATION PROVIDE ADDITIONAL COATING AS INDICATED IN SPECIFICATIONS. COLOR AND

SHEEN SHALL BE SELECTED TO MATCH EXISTING DOOR COLOR. (FOR PURPOSES OF BIDDING

ASSUME 10% OF INDIVIDUAL STEEL PANELS FROM BOTTOM OF WINDOW OPENINGS TO BOTTOM

OF DOOR)

8. THE CONTRACTOR SHALL PROVIDE A NACE LEVEL III INSPECTOR FOR ALL SURFACE

PREPARATION AND COATING WORK. EXCESSIVE FLAKING AND NON-ADHERED PAINT OR STEEL

FILINGS EMBEDDED IN PAINT ARE CONSIDERED DEFICIENCIES IN WORK AND WILL NOT BE

ACCEPTED.

9. HIGH BAY DOORS - REPLACE EXISTING GASKETS AND GASKET HOUSING WITH 3/16" EPDM

RUBBER AND ALUMINUM HOUSING TO MATCH EXISTING IN PROFILE AND FASTENER SPACING

(TYPICAL ALL DOORS). SEPARATE DISSIMILAR METALS WITH ASPHALTIC TAPE OR PAINT.

10. HIGH BAY DOOR FASTENERS - CONTRACTOR SHALL USE EXISTING FASTENER SIZE AND SPACING

TO GREATEST EXTENT POSSIBLE (FIELD VERIFY); DRILL AND TAP HOLES FOR NEW FASTENERS

BASED UPON EXISTING FASTENING PATTERN. REMOVE ALL STEEL SHAVINGS PRIOR TO

PREPARATION FOR PRIME AND PAINT. REINSTALLED DOOR COMPONENTS SHALL USE 304SS

FASTENERS.

11. STRUCTURAL REFURBISHMENT OF DOOR RAIL BOTTOM TRACK IS NOT IN CURRENT

CONSTRUCTION CONTRACT. THE CONTRACTOR SHALL POWER CLEAN BOTTOM TRACK TO

REMOVE ANY CORROSION DEBRIS AFTER WIRE BRUSHING THE DOOR STRUCTURE AND WICKET

DOOR FRAME. EQUIPMENT SHALL HAVE HEPA SHROUD. REFER TO CLIN 3 ON DRAWING G-002.

GENERAL REMOVAL AND INSTALLATION NOTES:

1. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH PROJECT DRAWINGS AND

SPECIFICATIONS; FOR PURPOSES OF CLARIFICATION THE WORD 'PROVIDE' MEANS PROVIDE

AND INSTALL U.O.N.

2. INFORMATION ON EXISTING CONDITIONS IS BASED ON THE AVAILABLE OBSERVABLE IN PLACE

ELEMENTS. CONTRACTOR TO FIELD MEASURE AND VERIFY REQUIREMENTS FOR EXACT

DIMENSIONS. PRIOR TO START OF ALL WORK OPERATIONS, CONTRACTOR SHALL FIELD VERIFY

CURRENT PROJECT CONDITIONS. ALL CONSTRUCTION REQUIREMENTS SHALL BE COORDINATED

WITH THE CONTRACTING OFFICER.

3. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS FOR PROPOSED WORK, PRIOR TO

START OF WORK. PROJECT SPECIFICATIONS CONTAIN ADDITIONAL DEMOLITION AND REPAIR

PROCEDURES AND REQUIREMENTS.

4. NOTATIONS FOR REMOVAL AND INSTALLATION REQUIREMENTS SHALL APPLY TO ALL SHEETS IN

THIS DRAWING PACKAGE.

5. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND

SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT,

EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.

6. ALL REFERENCES TO MANUFACTURER NAMES ARE FOR IDENTIFICATION ONLY; THE

REFERENCES ARE NOT INTENDED TO LIMIT SELECTION OF SIMILAR ITEMS FROM OTHER

MANUFACTURERS WITH APPROVAL OF CONTRACTING OFFICER.

7. THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE

INTERACTION OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING,

SHORING, AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE WORK.

8. WHERE REQUIRED, ALL NEW STEEL STRUCTURAL MEMBERS SHALL BE ASTM A36 UNLESS

OTHERWISE NOTED IN STRUCTURAL DRAWINGS.

9. WHERE REQUIRED AND NOT OTHERWISE SPECIFIED, ALL WELDING SHALL BE DONE BY AWS

CERTIFIED WELDERS.

10. STRUCTURAL STEEL COATINGS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS, REFER TO SPECIFICATIONS AND ARCHITECTURAL DRAWINGS.

11. DISPOSAL OF ALL CONSTRUCTION DEBRIS SHALL BE AS DESCRIBED IN THE SPECIFICATIONS AND

SHALL BE COORDINATED WITH HAZMAT DOCUMENTS. ANY UNFORESEEN CONDITIONS SHALL BE

BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER.

12. CONTRACTOR SHALL TAKE EXTREME CARE TO AVOID DAMAGE TO EXISTING ITEMS INTENDED TO

BE REMOVED, RE-USED, OR RECYCLED.

13. THE CONTRACTOR SHALL REPAIR, AT NO COST TO THE GOVERNMENT, ANY DAMAGE DONE BY

HIMSELF OR HIS EMPLOYEES. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ALL CUTTING

AND PATCHING REQUIRED TO PROPERLY INSTALL ITS WORK.

14. USER CRITICAL EQUIPMENT SHALL BE REMOVED AND STORED BY THE USER, PRIOR TO START

OF WORK. EQUIPMENT TO REMAIN IN-PLACE, SHALL BE PROTECTED; CONTRACTOR SHALL

PROVIDE - FOR APPROVAL OF CONTRACTING OFFICER, A PLAN AND METHOD OF PROTECTING

IN-PLACE EQUIPMENT, PRIOR TO START OF WORK.

15. FOR ALL CONSTRUCTION REQUIREMENTS REGARDING ENVIRONMENTAL ASBESTOS AND HEAVY

METAL DEMOLITION, REFER TO HAZARDOUS MATERIAL DRAWINGS.

16. AFTER COMPLETION OF CONSTRUCTION WORK, ALL WORK AREAS SHALL BE LEFT CLEAN AND

FREE OF ANY EXTRANEOUS SEALANT AND PAINT SMEARS OR SPLATTERS AND STAINS.

17. NO EXISTING (LOAD BEARING) STRUCTURAL MEMBER SHALL BE CUT, REMOVED, AND/OR

MODIFIED (UNLESS SPECIFIED IN THE CONSTRUCTION DOCUMENTS) WITHOUT THE WRITTEN

APPROVAL OF THE CONTRACTING OFFICER; ANY EXISTING DISTURBED AND/OR DAMAGED

SURFACES (I.E. CONCRETE, MISCELLANEOUS STRUCTURAL MEMBERS, PAINT, ETC.) WITHIN THE

AREA OF CONSTRUCTION SHALL BE REPAIRED AS NECESSARY, TO MATCH EXISTING

CONSTRUCTION.

18. PROVIDE LEVELING COMPOUND AT FLOOR AREAS DAMAGED OR CHIPPED DURING DEMOLITION

WHERE REQUIRED TO PROVIDE LEVEL, CONTINUOUS FLOOR SPACE.

PROJECT SPECIFIC NOTES:

1. THE CONTRACTOR SHALL ENCLOSE THE HANGAR FROM INCLEMENT WEATHER DURING THE

CONSTRUCTION PROCESS INCLUDING PERIODS WHEN THE DOORS ARE EXPOSED DUE TO

REFURBISHMENT AND REPAIRS. THE INTERIOR OF THE HANGAR SHALL BE PROTECTED

FROM RAIN, HIGH WINDS AND CONDENSATION DUE TO EXCESSIVE HIGH HUMIDITY.

2. CONTRACTOR SHALL COORDINATE DUST AND EQUIPMENT COVER INSTALLATION WITH

CONTRACTING OFFICER AND WITH FACILITY USER; EXISTING FACILITY FUNCTION SHALL

NOT BE COMPROMISED.

3. CONTRACTOR SHALL SALVAGE DEMOLISHED HIGH BAY HANGAR DOOR COMPONENTS FOR

MATERIAL INSTALLATION TEMPLATES. NEW DOOR COMPONENTS SHALL BE PREDRILLED TO

MATCH EXISTING FRAMING MEMBER FASTENER SPACING.

4. EXISTING TOP AND BOTTOM STEEL TRACKS TO REMAIN IN PLACE (NO CHANGE).

DISSIMILAR METALS:

CONTRACTOR SHALL PROVIDE ADEQUATE SEPARATION OF DISSIMILAR METALS BY APPROPRIATE MEANS, SUCH AS ASPHALTIC TAPE, NEOPRENE TAPE, PEEL AND STICK TAPE, OR ASPHALTIC PAINT AS REQUIRED.

ALL CONNECTORS, FASTENERS, BOLTS, ETC., SHALL BE SELECTED IN ORDER TO PREVENT OR MINIMIZE ANY

GALVANIC REACTION BETWEEN DISSIMILAR METALS. AND UNLESS OTHERWISE NOTED PROVIDE 304

STAINLESS STEEL.

SEQUENCING OF WORK:

CONTRACTOR SHALL SEQUENCE DEMO WORK TO FULLY COMPLETE ALL REQUIRED CONSTRUCTION WORK.

PHASED CONSTRUCTION IS ACCEPTABLE WHERE APPROVED BY THE CONTRACTING OFFICER.

CONTRACTOR SHALL PROVIDE…