Attach_3_SXHT_12-1060_Revised_Drawings.pdf

PDF 14 MB Posted May 9, 2019

Attached to: Repair Airfield Markings and Rubber Deposits
Solicitation number: FA252119BA006
Issued by: Department of the Air Force Space Command

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Revised Drawings

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File	Type	Posted
Abstract_of_Offers_(combined).pdf	PDF	Jun 12, 2019
19BA006_Consolidated_Q&_As.pdf	PDF	May 21, 2019
19BA006_Consolidated_Q&_As.pdf	PDF	May 10, 2019
Attach_3_SXHT_12-1060_Revised_Drawings.pdf	PDF	May 10, 2019
Amendment_2_Confirmation.pdf	PDF	May 10, 2019
Amendment_2__FA252119BA0060002.pdf	PDF	May 9, 2019
Airfield_Attendance_Record1.pdf	PDF	May 7, 2019
19BA006_Consolidated_Q&_As.doc	DOC document	May 7, 2019
Solicitation_-_FA252119BA006.pdf	PDF	Apr 8, 2019
Attach_5_Badge_Request_(45_SFS).pdf	PDF	Apr 8, 2019
Attach_3_SXHT_12-1060_Drawings.pdf	PDF	Apr 8, 2019
Attach_8_Site_Visit_Rules_of_Engagement.doc	DOC document	Apr 8, 2019
Attach_1_SXHT_12-1060_Statement_Of_Work_Rev_1.pdf	PDF	Apr 8, 2019
Attach_6_SXHT_12-1060_HazWaste_Form.doc	DOC document	Apr 8, 2019
Attach_4_Wage_Rate_FL190001_1Mar2019.pdf	PDF	Apr 8, 2019
Attach_7-_Q_and_A_Template.docx	DOCX document	Apr 8, 2019
Attach_2_SXHT_12-1060_Specifications_Rev_1.pdf	PDF	Apr 8, 2019

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1 I 2

GENERAL NOTES:

1. HAUL ROUTES - LOCATION OF HAUL ROUTES ON PATRICK AIR FORCE BASE (PAFB) SHALL BE AS SPECIFIED AS APPROVED BY THE CONTRACTING OFFICER. HAUL ROUTES FOR EACH PHASE WILL BE DETERMINED BY THE CONTRACTOR PRIOR TO EACH PHASE AND AUTHORIZED BY THE CONTRACTING

OFFICER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF-SITE HAUL

ROUTES (STATE HIGHWAYS, COUNTY ROADS OR CITY STREETS) WITH THE APPROPRIATE OWNER

WHO HAS JURISDICTION OVER THE AFFECTED ROUTE. ON-SITE HAUL ROUTES SHALL BE

CONSTRUCTED AND MAINTAINED BY THE CONTRACTOR AND SHALL BE RESTORED UPON

COMPLETION OF BEING USED AS A HAUL ROUTE. A CONDITION REPORT OF THE BEFORE AND AFTER CONDITIONS OF ON-SITE HAUL ROUTES SHALL BE PREPARED JOINTLY BY THE CONTRACTOR AND

THE CONTRACTING OFFICER. FENCING, DRAINAGE, GRADING AND HAUL ROUTES OR ACCESS

POINTS ON PAFB WILL BE THE CONTRACTOR'S TOTAL RESPONSIBILITY AND SHALL BE APPROVED BY

THE CONTRACTING OFFICER PRIOR TO THE WORK. ALL ON-SITE PAFB ACCESS ROADS TO PAFB

FACILITIES SHALL REMAIN OPEN AND BE MAINTAINED AT ALL TIMES.

2. STAGING AREA - THE CONTRACTOR'S STAGING AREA IS TO BE COORDINATED WITH THE

CONTRACTING OFFICER PRIOR TO CONSTRUCTION OR DELIVERY OF CONSTRUCTION MATERIALS.

SPECIAL PROVISIONS FOR ANY REQUIRED UTILITIES SHALL BE COORDINATED AND PROVIDED BY

THE CONTRACTOR IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

3. PROTECTION AND REPAIR OF DAMAGE TO EXISTING UNDERGROUND LIGHTING CABLES - ALL

UNDERGROUND CABLES SHALL BE PROTECTED AND ANY DAMAGES CAUSED BY CONSTRUCTION

SHALL BE REPAIRED BY THE CONTRACTOR.

4. CONSTRUCTION LIMITS - ALL CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE

DESIGNATED CONSTRUCTION AREAS, STAGING AREAS OR HAUL ROUTES.

5. ALL TESTING THAT THE CONTRACTOR INITIATES FOR HIS/HER OWN INTERNAL QUALITY CONTROL

SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE RELEVANT WORK ITEM.

6. ALL BARRICADE LIGHTING SHALL BE VERIFIED BY THE CONTRACTOR FOR PROPER OPERATION AT

THE END OF EACH DAY OR NIGHT BEFORE CONTRACTOR CEASES OPERATION.

7. CONTRACTOR SHALL ALSO REVIEW ALL AIRFIELD UTILITIES WITH THE PAFB CIVIL ENGINEERING

STAFF PRIOR TO BEGINNING WORK.

8. ALL ACTIVE RUNWAYS AND TAXIWAYS SHALL HAVE NEW OR EXISTING LIGHTING CIRCUITS

CONNECTED TO EXISTING CIRCUITS AND ENERGIZED. ANY LIGHTING CIRCUITS TO CLOSED

RUNWAYS OR TAXIWAYS SHALL REMAIN DE-ENERGIZED UNTIL SUCH PAVEMENT IS FULLY CAPABLE

OF AIRCRAFT TRAFFIC.

9. CONTRACTOR SHALL NOTIFY THE LOCAL UTILITY SERVICE FOR EXISTING SITE UTILITY STAKEOUT AND OBTAIN AN APPROVED AF FORM 103 WORK CLEARANCE REQUEST PRIOR TO BEGINNING WORK.

10. RUNWAYS SHALL REMAIN OPERATIONAL FROM 0800 TO 0000, UNLESS OTHERWISE APPROVED BY CONTRACTING OFFICER. IF WORK ADJACENT TO ANY RUNWAY IS ANTICIPATED TO BE PERFORMED AT NIGHT, ADEQUATE LIGHTING SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH

THE SPECIFICATION REQUIREMENTS FOR ANY WORK PERFORMED AT NIGHT. THE CONTRACTOR

WILL BE ALLOWED TO WORK ON A CONTINUOUSLY CLOSED RUNWAY OR TAXIWAY.

11. IF NIGHT WORK IS REQUIRED FROM 1 MAY TO 31 OCTOBER BETWEEN 2100 TO 0600 HOURS, A LIGHT

MANAGEMENT PLAN MUST BE REVIEWED AND APPROVED THROUGH THE CONTRACTING OFFICER

AND 45 CES ENVIRONMENTAL (45 CES/CEIE) AT LEAST 45 DAYS PRIOR TO NIGHT WORK

COMMENCEMENT.

12. IF ANIMAL BURROWS MAY BE IMPACTED BY THIS WORK, THEY MUST BE AVOIDED. IF IMPACT IS UNAVOIDABLE, THE 45 CES ENVIRONMENTAL SHALL BE CONTRACTED THROUGH THE CONTRACTING OFFICER AT LEAST 30 DAYS PRIOR TO WORK TO DETERMINE A WORK AROUND OR RELOCATE THE

ANIMAL.

13. IF A STORAGE TANK IS UTILIZED FOR FUELING CONSTRUCTION VEHICLES, THE TANK MUST HAVE

ADEQUATE SECONDARY CONTAINMENT AND IF THE TANK IS 55 GALS OR GREATER, MONTHLY

INSPECTIONS ARE TO BE PERFORMED AND DOCUMENTED. CONTRACTOR IS RESPONSIBLE TO

OPERATE FUEL STORAGE TANK WITH APPROPRIATE BMPs IN PLACE.

CONSTRUCTION NOTES:

1. PRIOR TO REPAINTING THE PAVEMENT MARKINGS, THE CONTRACTOR SHALL REMOVE THE EXCESS

BUILD UP OF PAINT ON THE PAVEMENT AND DISPOSE OF THE MATERIAL IN ACCORDANCE WITH

APPROPRIATE LAWS AND REGULATIONS. PROTECT ALL EXISTING JOINTS FROM WATER BLASTING OR

OTHER REMOVAL OPTION. STANDARD GRINDING IS NOT PERMITTED. MICRO-MILLING OF PAINT

MARKINGS UTILIZING A FLAT TOOTH FITTED CUTTING MANDREL IS PREFERRED; APPLY GSB-88, OR APPROVED EQUAL SEAL COAT MEETING PROJECT SPECIFICATION SECTION 32 01 13.63 TO ASPHALTIC

PAVEMENT THAT HAS BEEN MICRO-MILLED OR HAD PAINT OR RUBBER REMOVAL PERFORMED.

2. WHEN PAINT MARKINGS ARE REMOVED FROM PORTLAND CEMENT CONCRETE PAVEMENTS, PRIOR TO REPAINTING THE PAVEMENT MARKINGS, THE CONTRACTOR SHALL REMOVE DAMAGED PORTIONS OF JOINT SEALANT AND APPLY DOW CORNING 888 SILICONE SEALANT, OR APPROVED EQUAL JET-FUEL RESISTANT SEALANT MEETING PROJECT SPECIFICATIONS SECTION 32 01 19.61 AND COMPATIBLE

WITH PAINT TYPE FOR NEW MARKINGS.

3. IMMEDIATELY BEFORE APPLICATION OF THE PAINT, THE SURFACE SHALL BE DRY AND FREE FROM DIRT, GREASE, OIL, LAITANCE OR OTHER FOREIGN MATERIAL WHICH WOULD REDUCE THE BOND

BETWEEN THE NEW AND EXISTING PAINT. THE AREA TO BE PAINTED SHALL BE CLEANED BY

SWEEPING AND BLOWING OR BY OTHER METHODS AS REQUIRED TO REMOVE ALL DIRT, LAITANCE

AND OTHER LOOSE MATERIALS.

4. REMOVAL OF PAINT AND RUBBER FROM AIRFIELD PAVEMENTS SHALL BE IN ACCORDANCE WITH AN

APPROVED METHOD INCLUDED IN THE PROJECT SPECIFICATIONS SECTION 32 01 11.51.

5. REFER TO HAZARDOUS MATERIAL PLAN SHEETS FOR TREATMENT OF LEAD AND OTHER

REGULATED METALS FOUND IN THE VARIOUS PAINT MARKINGS ON THE AIRFIELD, AND

ASSOCIATED REPORTS AND TESTING REQUIREMENTS.

3 I 4

AIRFIELD SAFETY NOTES:

1. PAFB OPERATIONS - THE CONTRACTOR SHALL ACQUAINT HIS/HER SUPERVISORS AND

EMPLOYEES WITH THE PAFB ACTIVITIES AND OPERATIONS THAT ARE INHERENT AT THIS

AIRPORT AND SHALL CONDUCT HIS/HER CONSTRUCTION ACTIVITIES TO CONFORM TO ALL

ROUTINE AND EMERGENCY AIR TRAFFIC REQUIREMENTS AND GUIDELINES ON SAFETY. PRIOR

TO INITIAL CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL COORDINATE ANTICIPATED

PROJECT ACTIVITIES WITH AIRFIELD MANAGEMENT (321-494-2222) AND PROVIDE AN

ANTICIPATED SCHEDULE OF WORK. THE CONTRACTOR SHALL COORDINATE ALL DAILY

CONSTRUCTION ACTIVITIES AND LIMITS WITH AIRFIELD MANAGEMENT PRIOR TO INITIATING

CONSTRUCTION ACTIVITIES EACH DAY.

2. AIRFIELD ACCESS - CONTRACTOR VEHICLE DRIVERS SHALL RECEIVE AIRFIELD DRIVER

TRAINING. ALL CONTRACTOR VEHICLES THAT ARE AUTHORIZED TO CROSS OR OPERATE ON A

RUNWAY, TAXIWAY, OR APRON PAVEMENT SHALL BE ISSUED A PASS BY AIRFIELD

MANAGEMENT AND SHALL STAY IN CONTINUOUS RADIO CONTACT WITH THE BASE TOWER

GROUND CONTROL AT ALL TIMES WHILE OPERATING ON THE AIRFIELD. THE CONTRACTOR

SHALL SUBMIT A REQUEST FOR VEHICLE PASS AUTHORIZATION TO THE CONTRACTING OFFICER

AT LEAST 72 HOURS PRIOR TO ACCESSING THE AIRFIELD. MAGNETIC PLACARDS SHALL BE

PROHIBITED FROM VEHICLES OPERATING ON THE AIRFIELD. THE CONTRACTOR SHALL

UNDERSTAND THAT AIRCRAFT TRAFFIC ON RUNWAYS, TAXIWAYS, AND APRONS SHALL HAVE

PRIORITY OVER CONTRACTOR'S TRAFFIC AT ALL TIMES.

3. PAVEMENT CLOSURES - NO RUNWAY, TAXIWAY, APRON OR AIRFIELD ROADWAY SHALL BE

CLOSED WITHOUT APPROVAL OF AIRFIELD MANAGEMENT, TO ENABLE NECESSARY NOTICES OR

ADVISORIES AS REQUIRED. A MINIMUM OF 72 HOURS NOTICE OF REQUESTED CLOSING SHALL

BE DIRECTED TO THE CONTRACTING OFFICER, WHO WILL COORDINATE THE REQUEST WITH

AIRFIELD MANAGEMENT.

4. OPEN FLAME - OPEN FLAME, WELDING OR TORCH-CUTTING OPERATIONS ARE PROHIBITED

UNLESS ADEQUATE FIRE AND SAFETY PRECAUTIONS HAVE BEEN TAKEN AND THE PROPER

APPROVED PERMIT OBTAINED FROM BASE FIRE DEPARTMENT ( 321) 494-7642.

5. STOCKPILE EROSION AND DUST CONTROL - STOCKPILED MATERIAL AND OPEN EXCAVATIONS

SHALL BE TREATED IN SUCH A MANNER AS TO PREVENT MOVEMENT RES UL TING FROM

AIRCRAFT BLAST OR WIND CONDITIONS (SEE PROJECT SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS).

6. DEBRIS CONTROL - DEBRIS WASTE AND LOOSE MATERIAL SHALL NOT BE ALLOWED ON ACTIVE

AIRCRAFT MOVEMENT AREAS. IF OBSERVED TO BE ON ACTIVE AIRCRAFT MOVEMENT AREAS,

THE MATERIAL WILL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. THE CONTRACTOR

SHALL PROVIDE VACUUM-TYPE SWEEPING EQUIPMENT ON SITE AT ALL TIMES FOR SUCH

PURPOSES. THE CONTRACTING OFFICER MAY DIRECT THAT DEBRIS PROBLEMS DURING

CONSTRUCTION NOT CORRECTED BY THE CONTRACTOR BE CORRECTED BY OTHERS AT THE

EXPENSE OF THE CONTRACTOR. THE RUNWAY AND TAXIWAYS SHALL REMAIN FREE OF ALL

DEBRIS.

7. INSPECTION BY MANAGEMENT - PRIOR TO OPENING FOR AIRCRAFT USE, THE CONTRACTING

OFFICER WILL ARRANGE FOR INSPECTION BY AIRFIELD MANAGEMENT OF ANY RUNWAY,

TAXIWAY, OR APRON THAT HAS BEEN CLOSED FOR WORK, OR THAT HAS BEEN USED FOR A

CROSSING POINT OR HAUL ROUTE BY THE CONTRACTOR.

8. CONTRACTOR APPROVED VEHICLES - ONLY AUTHORIZED VEHICLES APPROVED BY AIRFIELD

MANAGEMENT ARE PERMITTED ON THE AIRFIELD, SEE SECURITY NOTES AT THE RIGHT. ALL

AUTHORIZED CONSTRUCTION VEHICLES SHALL BEAR A VISIBLE COMPANY IDENTIFICATION SIGN

WHEN ACCESSING THE AIRFIELD.

GENERAL PAINT STRIPING AND MARKING NOTES:

1. ALL MARKING DIMENSIONS SHOWN ON THESE PLANS AND DETAILS ARE TYPICAL, UNLESS INDICATED OTHERWISE IN NOTES. ALL AIRFIELD MARKINGS SHALL BE IN FULL COMPLIANCE WITH UFC 3-260-04

"AIRFIELD AND HELIPORT MARKING" LATEST EDITION.

2. REFER TO SPECIFICATIONS FOUND IN UFC 3-260-04.

3. CONTRACTOR SHALL REPAIR ALL AIRFIELD MARKINGS THAT ARE SOILED OR DISTURBED AS A RESULT

OF CONSTRUCTION ACTIVITIES.

4. CONTRACTOR SHALL VERIFY ALL QUANTITIES OF AREAS TO BE PAINTED PRIOR TO START OF PROJECT.

QUANTITIES PROVIDED ON SHEET G-003 ARE FOR INFORMATION ONLY.

5. USE LEAD-FREE WATERBORNE PAINT FOR ALL AIRFIELD MARKINGS THAT MEETS PROJECT

SPECIFICATIONS SECTION 32 17 23 AND SHALL COMPLY WITH FEDERAL SPECIFICATION TT-P-1952 PAINT, TRAFFIC AND AIRFIELD MARKING, WATERBORNE, TYPE II, FAST DRY, HIGH HUMIDITY FORMULA.

6. FOR ALL RETRO-REFLECTIVE MARKINGS, USE GLASS BEADS AVAILABLE UNDER FEDERAL

SPECIFICATION TT-B-1325C, TYPE I, LOW INDEX OF REFRACTION, GRADATION A, COURSE, DROP-ON.

7. THERMOPLASTIC STOP BARS, STRIPING AND MARKINGS ARE ONLY APPROVED FOR USE ON THE VEHICLE ACCESS ROADS ADJACENT TO AIRFIELD FEATURES; THERMOPLASTIC TYPE PAINT MARKINGS

SHALL NOT BE USED ON ANY PORTION OF AIRFIELD SUBJECT TO AIRCRAFT TRAFFIC.

8. BLACK PAINT MARKINGS SHALL NEVER CONTAIN GLASS BEADS.

9. CONTRACTOR SHALL PROVIDE PAINT TYPE AND ANTICIPATED PAINT QUANTITIES TO THE

CONTRACTING OFFICER WITH MATERIALS SUBMITTALS PRIOR TO BEGINNING WORK.

10. PRIOR TO START OF PAINTING OF MARKINGS, THE CONTRACTOR SHALL OBTAIN SURVEY LAYOUT OF EXISTING MARKINGS OR OTHERWISE PROVIDE ACCURATE FIELD MARKS IN ORDER TO RE-ESTABLISH

THE EXISTING MARKING FEATURES THAT ARE TO REMAIN IN THE SAME LOCATION. MARKING

FEATURES THAT ARE PROPOSED IN NEW OR REVISED LOCATIONS SHALL BE MEASURED IN THE FIELD

BASED ON PLAN DIMENSIONS AND ACTUAL LOCATIONS OF EDGE OF PAVEMENT, ETC.

5 I 6

AIRFIELD SECURITY NOTES:

1. GENERAL NOTES - THE CONTRACTOR SHALL COMPLY WITH ALL SECURITY REQUIREMENTS

SPECIFIED HEREIN. THE CONTRACTOR SHALL DESIGNATE IN WRITING TO THE

CONTRACTING OFFICER THE NAME OF HIS/HER "CONTRACTOR SECURITY OFFICER". THE

CONTRACTOR SECURITY OFFICER SHALL REPRESENT THE CONTRACTOR ON THE SECURITY

REQUIREMENTS OF THE CONTRACT. PRIOR TO INITIAL CONSTRUCTION ACTIVITIES, THE

CONTRACTOR SHALL COORDINATE ANTICIPATED PROJECT ACTIVITIES WITH THE AIRFIELD

MANAGER AND PROVIDE AN ANTICIPATED SCHEDULE OF WORK.

2. CONTRACTOR PERSONNEL SECURITY ORIENTATION - THE CONTRACTOR SECURITY OFFICER

SHALL BE RESPONSIBLE FOR BRIEFING ALL CONTRACTOR PERSONNEL ON THESE

REQUIREMENTS AND, FROM TIME TO TIME, OTHER SECURITY PROVISIONS ADOPTED BY

PAFB PERSONNEL OR SECURITY POLICE. ALL NEW CONTRACTOR EMPLOYEES SHALL BE

BRIEFED ON THESE REQUIREMENTS PRIOR TO WORKING IN THE CONSTRUCTION AREA.

3. ACCESS TO THE SITE - CONTRACTOR'S ACCESS TO THE SITE SHALL BE AS SHOWN ON THE

PLANS OR AS DIRECTED BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL NOT

PERMIT ANY UNAUTHORIZED CONSTRUCTION PERSONNEL OR TRAFFIC ON THE SITE. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL TO AND FROM THE VARIOUS

CONSTRUCTION AREAS ON THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE

IMMEDIATE CLEAN-UP OF ANY DEBRIS DEPOSITED ALONG THE ACCESS ROAD AS A RESULT

OF HIS/HER CONSTRUCTION TRAFFIC. DIRECTIONAL SIGNING AT THE ACCESS GATE AND

ALONG THE DELIVERY ROUTE TO THE STORAGE AREA OR WORK SITE SHALL BE AS

DIRECTED BY THE CONTRACTING OFFICER.

4. MATERIALS DELIVERY TO THE SITE - ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY

TO THE SITE WILL USE THE ACCESS POINT AT THE CONTRACTOR'S STORAGE SITE

APPROVED BY THE CONTRACTING OFFICER. THIS WILL PRECLUDE DELIVERY TRUCKS FROM

ENTERING INTO THE AIRFIELD OR TAKING SHORT-CUTS THROUGH THE PERIMETER GATES

AND ENTERING INTO AIRCRAFT OPERATIONS AREAS INADVERTENTLY.

5. CONSTRUCTION AREA LIMITS - THE LIMITS OF CONSTRUCTION, MATERIAL STORAGE AREAS, EQUIPMENT STORAGE AREA, PARKING AREA AND OTHER AREAS DEFINED AS REQUIRED FOR

THE CONTRACTOR'S EXCLUSIVE USE DURING CONSTRUCTION SHALL BE MARKED BY THE

CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL

ERECT AND MAINTAIN AROUND THE PERIMETER OF THESE AREAS SUITABLE FENCING,

SIGNAGE AND WARNING DEVICES VISIBLE FOR BOTH DAY/NIGHT USE TO DELINEATE THE

PERIMETER OF ALL SUCH AREAS.

6. VEHICLE IDENTIFICATION - THE CONTRACTOR, THROUGH THE CONTRACTOR SECURITY

OFFICER, SHALL ESTABLISH AND MAINTAIN A LIST OF CONTRACTOR AND SUB-CONTRACTOR

VEHICLES AUTHORIZED TO OPERATE ON THE SITE. VEHICLE PERMITS SHALL BE ASSIGNED

IN A MANNER TO ASSURE POSITIVE IDENTIFICATION OF THE UNIT AT ALL TIMES. FLIGHTLINE

VEHICULAR PASSES SHALL BE OBTAINED FOR EACH CONTRACTOR AND SUBCONTRACTOR

VEHICLE FROM AIRFIELD MANAGEMENT. THE CONTRACTOR SHALL PROVIDE A CURRENT

LISTING OF VEHICLES AND COMPANIES AUTHORIZED TO ENTER AND CONDUCT WORK ON

PAFB. CONTRACTOR EMPLOYEE PERSONAL VEHICLES SHALL BE RESTRICTED TO THE

CONTRACTOR'S STORAGE AREA OR CONTRACTOR EMPLOYEE PARKING AREA AND ARE NOT

ALLOWED ON THE AIRFIELD AT ANY TIME.

7. IDENTIFICATION - EMPLOYEES· ALL CONTRACTOR EMPLOYEES AND EMPLOYEES OF

APPROVED SUBCONTRACTORS SHALL BE IDENTIFIED BY MEANS OF PAFB-ISSUED

IDENTIFICATION BADGES AT ALL TIMES WHEN THEY ARE INSIDE PAFB. THE PAFB ID

PROGRAM IS SUBJECT TO CHANGE AND ALL CONTEMPORARY SECURITY REQUIREMENTS

WILL GOVERN. THE CONTRACTOR SHALL PROVIDE A SINGLE POINT CONTACT FOR ALL

IDENTIFICATION AND BADGING REQUIREMENTS. THE CONTRACTOR SHALL ASSIGN THE

CONTRACTOR SECURITY OFFICER DESCRIBED ABOVE AS THE SINGLE POINT CONTACT FOR

ALL IDENTIFICATION AND BADGING REQUIREMENTS.

8. BACKGROUND CHECKS - THE CONTRACTOR IS ADVISED THAT ALL EMPLOYEES WHO ARE

BADGED AND ALLOWED TO WORK ON PAFB MAY BE SUBJECTED TO A BACKGROUND CHECK.

9. CONTINUING REQUIREMENTS FOR BADGING - ALL OTHER REQUIREMENTS OF THE PAFB

WRITTEN POLICY ON BASE CONSTRUCTION IDENTIFICATION BADGING SHALL BE ADHERED

TO INCLUDING ANY APPLICABLE UPDATES OR CHANGES WHICH BECOME EFFECTIVE DURING

THE COURSE OF THE PROJECT.

ABBREVIATIONS:

AFI

ATC

ETL

FAA

HELi

IAW

ILS

INST

PAFB

TACAN

TYP.

UFC

UFGS

VFR

ADVISORY CIRCULAR (FAA)

AIR FORCE INSTRUCTION

AIR TRAFFIC CONTROL

ENGINEERING TECHNICAL LETTER

FEDERAL AVIATION

ADMINISTRATION

HELICOPTER

IN ACCORDANCE WITH

INSTRUMENT LANDING SYSTEM

INSTRUMENT

PATRICK AIR FORCE BASE

RUNWAY

TACTICAL AIRCRAFT CONTROL

AND NAVIGATION

TAXIWAY

TYPICAL

UNIFIED FACILITIES CRITERIA

UNIFIED FACILITY GUIDE

SPECIFICATIONS

VISUAL FLIGHT RULES

ENGINEER OF RECORD: DAVID A. LAVENDER

LICENSE NUMBER: 66400

NAME AND ADDRESS OF BUSINESS:

ALLEN ENGINEERING, INC.

106 DIXIE LANE (P.O. BOX 321321)

COCOA BEACH, FLORIDA 32932-1321

OFFICE: (321) 783-7443 - FAX: (321)783-5902

E-MAIL: INFO@ALLENENG.NET

FL C.A. # LB 266

AEI #: 150068.3

RAEIS CONTRACT NO: FA2521-17-F-0441; ES18-0107

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IDENTIFICATION

G-002

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ABBREVIATIONS:

45SW - 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

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 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

P/PT - PAINT

P.T. - PRESSURE TREATED

PCB - POLYCHLORINATED BIPHENYLS

PEL - PERMISSIBLE EXPOSURE LEVEL

PLYWD - PLYWOOD

PL - PLASTIC LAMINATE

PLST - PLASTER

PPE - PERSONAL PROTECTIVE EQUIPMENT

PSI - POUNDS PER SQUARE INCH

PTS - POINTS

PVC - POLYVINYL CHLORIDE

RCRA - RESOURCE CONSERVATION AND

RECOVERY ACT

REINF - REINFORCED

R.S. - RUBBER STRINGER

RTNR - RUBBER TREAD/NOSE/RISER

S.C. - SOLID CORE

SCHED/SCH - SCHEDULE

SDS - SAFETY DATA SHEETS

SMS - SHEET METAL SCREW

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

PROJECT SPECIFIC NOTES

1. CONTRACTOR SHALL COORDINATE DUST AND EQUIPMENT COVER INSTALLATION

WITH CONTRACTING OFFICER AND WITH FACILITY USER; EXISTING FACILITY

FUNCTION SHALL NOT BE COMPROMISED.

GENERAL HAZARDOUS MATERIAL NOTES:

REFER TO THE APPLICABLE SPECIFICATIONS FOR ADDITIONAL INSTRUCTIONS.

1. THERE SHALL BE NO AIR EMISSIONS OF DEBRIS AND CONTRACTOR SHALL COMPLY WITH 40 CFR 763 AND

29 CFR 1910, GENERAL HEALTH AND SAFETY FOR ALL EMPLOYEES. ANY SANDBLASTING OR NEEDLE-JET

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

CONTAINMENT.

2. THE GC SHALL UTILIZE HEAVY METALS SURVEY INCLUDED THE SPECIFICATIONS AS AN ATTACHMENT IN

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

CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER IF THE PRESENCE OF 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 ACM BE REMOVED WITHOUT THE CONTRACTING OFFICER

APPROVAL. FOR REFERENCE, SEE HAZMAT LEGEND OR REFER TO HAZMAT DRAWINGS.

3. 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

INVOLVES THE DISTURBANCE OF COATINGS WHICH CONTAIN HAZARDOUS 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).

4. HEAVY METALS, INCLUDING LEAD, HAVE BEEN DETECTED IN AIRFIELD MARKINGS, RAISING CONCERNS

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

ENVIRONMENTS. WHEN ABATING PAINT CONTAINING HEAVY METALS, CONTRACTOR SHALL PROVIDE

SUBMITTAL FOR ENVIRONMENTAL WORK PLAN TO ADDRESS CONTRACTOR IDENTIFIED BEST MEANS OF

PRACTICE 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 AIRBORNE DEBRIS. WATER AND DEBRIS SHALL BE COLLECTED, TESTED, MANAGED AND DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE AND AIR FORCE REGULATIONS.

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

MANAGEMENT, FEBRUARY 2015 AND THE 45TH SW HAZMAT TRACKING PROCEDURES FOR

CONSTRUCTION AND SERVICE CONTRACTORS. NO HAZARDOUS MATERIALS ARE ALLOWED TO BE

BROUGHT ON TO ANY 45 SW INSTALLATION WITHOUT PRIOR APPROVAL. THE CONTRACTOR SHALL

CONTACT THE CONTRACTING OFFICER TO REVIEW HAZARDOUS MATERIALS AUTHORIZATION

PROCEDURES PRIOR TO HAZARDOUS MATERIALS BEING BROUGHT ON TO 45 SW FACILITIES. ALL

CONSTRUCTION MATERIALS REJECTED BY THE GOVERNMENT SHALL BE REMOVED FROM THE SITE

IMMEDIATELY.

6. 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 HAZARDOUS 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 THE 45SW GUIDANCE FOR THE REMOVAL OF

MATERIALS AND COATINGS CONTAINING HEAVY METALS.

7. 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 FOR AVOIDANCE OF WORK DUPLICATION.

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

DEMOLITION WORK.

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

METALS AND PCB.

10. QUALIFIED CONTRACTOR SHALL COORDINATE REMOVAL OF HAZARDOUS MATERIALS 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.

11. IF SILICA DUST AND PARTICLES ARE GENERATED DURING AIRFIELD MAINTAINANCE ACTIVITIES, WORKERS SHALL UTILIZE RESPIRATORY PROTECTION PER 29 CFR 1910.134 AND 29 CFR 1926.1153.

12. PRIOR TO FUTURE MAINTENANCE OPERATIONS UNDER THIS CONTRACT REQUIRING AIRFIELD PAINT

MARKING REMOVAL, CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER TO

DETERMINE THE NEED FOR WASTE CHARACTERIZATION TESTING. PAINT SUSPECTED OF CONTAINING

LEAD OR OTHER HEAVY METALS SHALL BE ANALYZED FOR TOXICITY CHARACTERISTIC LEACHING

PROCEDURE (TCLP) METALS PARAMETERS, TOXICITY CHARACTERISTIC LEACHING PROCEDURE (TCLP)

PARAMETERS, EPA SW-846 METHODS 1311 TCLP, 6010 FOR METALS, AND 7470/7471 FOR MERCURY.

HEAVY METALS PRESENT

RUBBER RESIDUE

HAZARDOUS MATERIAL LEGEND:

APPLICABLE CODES

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

PROJECT SPECIFICATIONS

2012 OSHA STANDARD FOR RESPIRATORY PROTECTION, 29 CFR 1910.134

2013 OSHA STANDARD FOR HAZARDOUS WASTE COMMUNICATION, 29 CFR 1910.1200

2017 OSHA STANDARD FOR GASES, VAPORS, FUMES, DUSTS AND MISTS, 29 CFR 1926.55

2012 OSHA STANDARD FOR LEAD, 29 CFR 1926.62

2012 OSHA STANDARD FOR ASBESTOS, 29 CFR 1926.1101

2012 OSHA STANDARD FOR CHROMIUM (VI), HEXAVALENT CHROMIUM, 29 CFR 1926.1126

2012 OSHA STANDARD FOR CADMIUM, 29 CFR 1926.1127

2016 OSHA STANDARD FOR RESPIRABLE CRYSTALLINE SILICA, 29 CFR 1926.1153

2018 INTERNATIONAL BUILDING CODE

2018 INTERNATIONAL MECHANICAL CODE

2014 ASBESTOS ABATEMENT, FLORIDA STATUTES CHAPTER 469

2012 ASBESTOS PROGRAM, F.A.C. CHAPTER 62-257

2012 IDENTIFICATION AND LISTING OF HAZARDOUS WASTE, 40 CFR 261

2016 GENERAL BUILDING REQUIREMENTS UFC 1-200-01

2017 HAZARDOUS WASTE MANAGEMENT PLAN, 45TH SPACE WING

2016 NATIONAL EMISSION STANDARD FOR ASBESTOS, 40 CFR 61 SUBPART M

2016 EPA STANDARD FOR PCB, 40 CFR 761

2004 SYNTHETIC ORGANIC CONTAMINANTS MONITORING REQUIREMENTS, F.A.C. 62-550.516

H-001

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SCALE:

EXISTING HAZARDOUS MATERIALS PLAN (SHEET 1 OF 9)

1" = 100'

NORTH

PLAN

200' 300'100'0'

GRAPHIC SCALE 1" = 100'

100'

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MATCHLINE - SEE SHEET H-103

MATCHLINE - SEE SHEET H-104

MATCHLINE - SEE SHEET H-108

TAXIW

AY Z

RUNWAY 03-21

X I W

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X I W

750 APRON

FLAG NOTES:

1. HEAVY METALS, INCLUDING LEAD, HAVE BEEN DETECTED IN PAINT MARKINGS TO BE REMOVED FROM THE

RUNWAY AND TAXIWAY PAVEMENTS. CONTRACTOR SHALL EMPLOY EQUIPMENT AND PROCEDURES CAPABLE

OF REMOVING PAINT MARKINGS WITHOUT LEAVING ANY RESIDUE. WHILE REMOVING PAINT MARKINGS, 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.

2. CONTRACTOR SHALL CHARACTERIZE WASTE STREAMS GENERATED DURING PAINT REMOVAL THROUGH

COLLECTION OF REPRESENTATIVE SAMPLES AND ANALYSIS FOR RCRA METALS TOXICITY CHARACTERISTIC

LEACHING PROCEDURE (TCLP) IN ACCORDANCE WITH 40 CFR 261 PRIOR TO DISPOSAL. MANAGEMENT AND

DISPOSAL OF WASTES GENERATED DURING PAINT REMOVAL SHALL BE IN ACCORDANCE WITH ALL APPLICABLE

FEDERAL, STATE AND LOCAL WASTE MANAGEMENT REGULATIONS AND SPECIFICATION SECTION 02 82 33.13 20, REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD OR MERCURY.

(TYP)

H-101

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SHEET

IDENTIFICATION

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SCALE:

EXISTING HAZARDOUS MATERIALS PLAN (SHEET 2 0F 9)

1" = 100'

NORTH

PLAN

200' 300'100'0'

GRAPHIC SCALE 1" = 100'

100'

MATCHLINE - SEE SHEET H-105

MATCHLINE - SEE SHEET H-104

RUNWAY 03-21

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1. RUNWAY 11/29 AND TAXIWAY J WERE REPAVED IN 2012, AFTER USE OF LEAD-BASED PAINT FOR FLIGHT LINE MARKING

WAS DISCONTINUED AT PATRICK AFB. EXISTING PAINT MARKINGS AT THE INTERSECTION OF RUNWAY 11/29 AND

TAXIWAY J DO NOT CONTAIN LEAD.

H-102

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IDENTIFICATION

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SCALE:

EXISTING HAZARDOUS MATERIALS PLAN (SHEET 3 0F 9)

1" = 100'

NORTH

PLAN

200' 300'100'0'

GRAPHIC SCALE 1" = 100'

100'

M A

T C

H L I N

MATCHLINE - SEE SHEET H-101

TAXIWAY B

R U

N W

MATCHLINE - SEE SHEET H-102

TW B

FLAG NOTES:

1. HEAVY METALS, INCLUDING LEAD, HAVE BEEN DETECTED IN PAINT MARKINGS TO BE REMOVED FROM THE RUNWAY AND

TAXIWAY PAVEMENTS. CONTRACTOR SHALL EMPLOY EQUIPMENT AND PROCEDURES CAPABLE OF REMOVING PAINT

MARKINGS WITHOUT LEAVING ANY RESIDUE. WHILE REMOVING PAINT MARKINGS, 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.

2. CONTRACTOR SHALL CHARACTERIZE WASTE STREAMS GENERATED DURING PAINT REMOVAL THROUGH COLLECTION OF

REPRESENTATIVE SAMPLES AND ANALYSIS FOR RCRA METALS TOXICITY CHARACTERISTIC LEACHING PROCEDURE

(TCLP) IN ACCORDANCE WITH 40 CFR 261 PRIOR TO DISPOSAL. MANAGEMENT AND DISPOSAL OF WASTES GENERATED

DURING PAINT REMOVAL SHALL BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL WASTE

MANAGEMENT REGULATIONS AND SPECIFICATION SECTION 02 82 33.13 20, REMOVAL/CONTROL AND DISPOSAL OF PAINT

WITH LEAD OR MERCURY.

(TYP)

H-103

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SCALE:

EXISTING HAZARDOUS MATERIALS PLAN (SHEET 4 0F 9)

1" = 100'

NORTH

PLAN

200' 300'100'0'

GRAPHIC SCALE 1" = 100'

100'

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RESCUE RD

GUN

SAFETY

BERM

FLAG NOTES:

1. HEAVY METALS, INCLUDING LEAD, HAVE BEEN DETECTED IN PAINT MARKINGS TO BE REMOVED FROM THE

RUNWAY AND TAXIWAY PAVEMENTS. CONTRACTOR SHALL EMPLOY EQUIPMENT AND PROCEDURES

CAPABLE OF REMOVING PAINT MARKINGS WITHOUT LEAVING ANY RESIDUE. WHILE REMOVING PAINT

MARKINGS, 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.

2. CONTRACTOR SHALL CHARACTERIZE WASTE STREAMS GENERATED DURING PAINT REMOVAL THROUGH

COLLECTION OF REPRESENTATIVE SAMPLES AND ANALYSIS FOR RCRA METALS TOXICITY CHARACTERISTIC

LEACHING PROCEDURE (TCLP) IN ACCORDANCE WITH 40 CFR 261 PRIOR TO DISPOSAL. MANAGEMENT AND

DISPOSAL OF WASTES GENERATED DURING PAINT REMOVAL SHALL BE IN ACCORDANCE WITH ALL

APPLICABLE FEDERAL, STATE AND LOCAL WASTE MANAGEMENT REGULATIONS AND SPECIFICATION

SECTION 02 82 33.13 20, REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD OR MERCURY.

(TYP)

H-104

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IDENTIFICATION

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SCALE:

EXISTING HAZARDOUS MATERIALS PLAN (SHEET 5 0F 9)

1" = 100'

NORTH

PLAN

200' 300'100'0'

GRAPHIC SCALE 1" = 100'

100'

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GENERAL NOTE:

1. THERE ARE NO AREAS ON THIS SHEET THAT NEEDS PAINT/RUBBER REMOVAL.

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IDENTIFICATION

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SCALE:

EXISTING HAZARDOUS MATERIALS PLAN (SHEET 6 0F 9)

1" = 100'

NORTH

PLAN

200' 300'100'0'

GRAPHIC SCALE 1" = 100'

100'

M A

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H L

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L V

CONTROL

TOWER

(TYP)

FLAG NOTES:

1. HEAVY METALS, INCLUDING LEAD, HAVE BEEN DETECTED IN PAINT MARKINGS TO BE REMOVED FROM THE RUNWAY AND

TAXIWAY PAVEMENTS. CONTRACTOR SHALL EMPLOY EQUIPMENT AND PROCEDURES CAPABLE OF REMOVING PAINT

MARKINGS WITHOUT LEAVING ANY RESIDUE. WHILE REMOVING PAINT MARKINGS, 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.

2. CONTRACTOR SHALL CHARACTERIZE WASTE STREAMS GENERATED DURING PAINT REMOVAL THROUGH COLLECTION OF

REPRESENTATIVE SAMPLES AND ANALYSIS FOR RCRA METALS TOXICITY CHARACTERISTIC LEACHING PROCEDURE

(TCLP) IN ACCORDANCE WITH 40 CFR 261 PRIOR TO DISPOSAL. MANAGEMENT AND DISPOSAL OF WASTES GENERATED

DURING PAINT REMOVAL SHALL BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL WASTE

MANAGEMENT REGULATIONS AND SPECIFICATION SECTION 02 82 33.13 20, REMOVAL/CONTROL AND DISPOSAL OF PAINT

WITH LEAD OR MERCURY.

H-106

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D A

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SHEET

IDENTIFICATION

C O

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SCALE:

EXISTING HAZARDOUS MATERIALS PLAN (SHEET 7 0F 9)

1" = 100'

NORTH

PLAN

200' 300'100'0'

GRAPHIC SCALE 1" = 100'

100'

TAXIWAY B

RUNWAY 03-21

P O

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W A

P O

I T

FLAG NOTES:

1. RUNWAY 03/21 AND TAXIWAY B HAVE BEEN REPAVED SINCE THE USE OF LEAD-BASED

PAINT FOR FLIGHT LINE MARKING WAS DISCONTINUED AT PATRICK AFB. EXISTING

PAINT MARKINGS ON RUNWAY 03/21 AND TAXIWAY B DO NOT CONTAIN LEAD.

(TYP)

1 (TYP)

(TYP)

H-107

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IDENTIFICATION

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X X

T NIS

HH 60

SCALE:

EXISTING HAZARDOUS MATERIALS PLAN (SHEET 8 OF 9)

1" = 100'

NORTH

PLAN

200' 300'100'0'

GRAPHIC SCALE 1" = 100'

100'

APRON 750

HANGAR

T A

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MATCHLINE - SEE SHEET H-104

HANGAR

TW G

624 680

R E

S C

FLAG NOTES:

1. HEAVY METALS, INCLUDING LEAD, HAVE BEEN DETECTED IN PAINT MARKINGS TO BE REMOVED FROM THE RUNWAY AND

TAXIWAY PAVEMENTS. CONTRACTOR SHALL EMPLOY EQUIPMENT AND PROCEDURES CAPABLE OF REMOVING PAINT

MARKINGS WITHOUT LEAVING ANY RESIDUE. WHILE REMOVING PAINT MARKINGS, 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.

2. CONTRACTOR SHALL CHARACTERIZE WASTE STREAMS GENERATED DURING PAINT REMOVAL THROUGH COLLECTION OF

REPRESENTATIVE SAMPLES AND ANALYSIS FOR RCRA METALS TOXICITY CHARACTERISTIC LEACHING PROCEDURE

(TCLP) IN ACCORDANCE WITH 40 CFR 261 PRIOR TO DISPOSAL. MANAGEMENT AND DISPOSAL OF WASTES GENERATED

DURING PAINT REMOVAL SHALL BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL WASTE

MANAGEMENT REGULATIONS AND SPECIFICATION SECTION 02 82 33.13 20, REMOVAL/CONTROL AND DISPOSAL OF PAINT

WITH LEAD OR MERCURY.

(TYP)

H-108

A R

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D O

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F I E

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SCALE:

RUNWAY 03 - EXISTING HAZARDOUS MATERIALS PLAN

1" = 100'

NORTH

PLAN

#FLAG NOTE:

1. MANAGEMENT AND DISPOSAL OF WASTES GENERATED DURING RUBBER

MARKINGS REMOVAL SHALL BE IN ACCORDANCE WITH ALL APPLICABLE

FEDERAL, STATE AND LOCAL WASTE MANAGEMENT REGULATIONS AND

SPECIFICATION SECTION 32 01 11.51, RUBBER AND PAINT REMOVAL FROM

AIRFIELD PAVEMENTS.

200' 300'100'0'

GRAPHIC SCALE 1" = 100'

100'

1175'

SCALE:

RUNWAY 21 - EXISTING HAZARDOUS MATERIALS PLAN

1" = 100'

NORTH

PLAN

1075'

H-109

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MARKINGS REMOVAL SHALL BE IN ACCORDANCE WITH ALL APPLICABLE

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SPECIFICATION SECTION 32 01 11.51, RUBBER AND PAINT REMOVAL FROM

AIRFIELD PAVEMENTS.

SCALE:

RUNWAY 29 - EXISTING HAZARDOUS MATERIALS PLAN

1" = 100'

NORTH

PLAN

SCALE:

RUNWAY 11 - EXISTING HAZARDOUS MATERIALS PLAN

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1146985528C Line

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0:, FLAG NOTES: [E>

1. REMOVE BLACKED OUT TEMPORARY DISPLACED THRESHOLD BAR THAT IS STARTING TO BLEED THRU.

2. REMOVE PORTIONS OF BLACKED OUT TEMPORARY DISPLACED THRESHOLD ARROWS THAT DID NOT GET

COVERED BY RUNWAY TOUCHDOWN MARKINGS, TYPICAL 4 PLACES.

3. REMOVE PORTIONS OF BLACKED OUT TEMPORARY DISPLACED THRESHOLD ARROWS THAT DID NOT GET

COVERED BY RUNWAY CENTERLINE MARKINGS, TYPICAL 8 PLACES.

4. REMOVE ENTIRE BLACKED OUT TACAN AIMING MARKER, EXCEPT LEAVE 6" BLACK STRIPE OUTLINE OF

TAXIWAY CENTERLINE.

5. CORRECT LOCATION FOR TACAN MARKER TO REMAIN. REMOVE TACAN MARKER, REPLACE TAXIWAY

CENTERLINE

1 2

TAXIWAY B

RUNWAY 03-21

PHASE 1 AIRFIELD REPAIR PLAN

SCALE: 1" = 100'

200' I

GRAPHIC SCALE 1" = 100'

300' I

ENGINEER OF RECORD: DAVID A. LAVENDER

LICENSE NUMBER: 66400

NAME AND ADDRESS OF BUSINESS

ALLEN ENGINEERING, INC.

106 DIXIE LANE (P.O. BOX 321321)

COCOA BEACH, FLORIDA 32932-1321

OFFICE: (321) 783-7443 - FAX: (321)783-5902

E-MAIL: INFO@ALLENENG.NET

FL C.A. # LB 266

AEI #: 150068.3

RAEIS CONTRACT NO: FA2521-17-F-0441; ES18-0107

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FLAG NOTES: [I::>

1. RETROREFLECTIVE WHITE RUNWAY CENTERLINE, EDGE LINE, AND PERPENDICULAR WHITE BAR MARKINGS, WITH BLACK OUTLINES.

2. RETROREFLECTIVE YELLOW VFR HOLD LINE WITH BLACK BACKGROUND.

3. RETROREFLECTIVE WHITE ASSAULT LANDING MARKING WITH BLACK BACKGROUND, TYPICAL 2 PLACES.

4. RETROREFLECTIVE YELLOW OVERRUN CHEVRON MARKINGS; COMPLY WITH UFC 3-260-04 FIG. 5-7 GENERAL NOTES #1 FOR CASE OF OVERRUN LESS THAN 250' LENGTH. Runway 11 overrun not included in this project.

5. RETROREFLECTIVE WHITE RUNWAY THRESHOLD BARS, AND RUNWAY IDENTIFICATION MARKINGS, WITH

BLACK OUTLINES.

6. RETROREFLECTIVE YELLOW DISPLACED THRESHOLD RUNWAY MARKINGS WITH BLACK OUTLINES.

7. APPROXIMATE MIDPOINT OF RUNWAY, ADJUST RUNWAY CENTERLINE STRIPE LENGTHS ABOUT THIS POINT

PER DIMENSIONS SHOWN.

PAINT MARKING NOTE:

1. AT TIME OF FIRST MAINTENANCE RE-PAINT, REMOVE PORTIONS OF EXISTING MARKINGS

AS NECESSARY TO COMPLY WITH UFC 3-260-04 MARKING SCHEMES.

100' O' I I I I I I I I I I I

�-.Y/, 100' I

GRAPHIC SCALE 1" = 100'

300' I

ENGINEER OF RECORD: DAVID A. LAVENDER

LICENSE NUMBER: 66400

NAME AND ADDRESS OF BUSINESS

ALLEN ENGINEERING, INC.

106 DIXIE LANE (P.O. BOX 321321)

COCOA BEACH, FLORIDA 32932-1321

OFFICE: (321) 783-7443 - FAX: (321)783-5902

E-MAIL: INFO@ALLENENG.NET

FL C.A. # LB 266

AEI #: 150068.3

RAEIS CONTRACT NO: FA2521-17-F-0441; ES18-0107

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1146985528C Line

1146985528C Cross-Out

1146985528C Inserted Text

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