AM05 DRAWINGS.pdf

US Army Corps of Engineers

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE AL 36602

FTEV153009 SOF AMU &

WEAPONS HANGAR FACILITY

HURLBURT FIELD, FLORIDA

OKALOOSA COUNTY

AUGUST 2020

MOBILE DISTRICT PROJECT CODE: MEF20004

SOLICITATION NUMBER: W9127820R0104

AMENDMENT NO. 0005

GENERAL PROJECT NOTES:

1. CONSTRUCTION ACCESS FOR COMMERCIAL VEHICLES TO THE PROJECT

SITE SHALL BE THROUGH THE COMMERCIAL VEHICLE GATE ON DOWNS

ROAD. POV ACCESS THROUGH THE MAIN GATE OR BACK GATE. SEE

DRAWING GC003 AND GC004.

2. CONTRACTORS SHALL KEEP ALL ROADS AND STREETS CLEAN OF

CONSTRUCTION DEBRIS, MUD, ETC. AT ALL TIMES. CONTRACTOR SHALL

PROVIDE EQUIPMENT AND PERSONNEL TO CLEAN ANY STREETS AS

REQUESTED BY THE CONTRACTING OFFICER. CONTRACTOR IS

RESPONSIBLE FOR ALL REPAIRS TO STREETS, PARKING AREAS, AND BASE

OR GOVERNMENT PROPERTY, DUE TO DAMAGE BY THEIR CONSTRUCTION

ACTIVITIES. CONTRACTOR SHALL PROVIDE PHOTOGRAPHS AND/OR VIDEO

RECORDING OF THE EXISTING CONDITIONS. CONTRACTOR SHALL

COORDINATE WITH THE CONTRACTING OFFICER FOR A PRE-CONSTRUCTION

VIDEO DETAILING THE EXISTING CONDITION OF ACCESS POINTS, HAUL

ROUTES, AND LAYDOWN AREAS TO BE PERFORMED. SEE SPEC SECTION 01

00 00.

3. CONTRACTOR SHALL CONNECT TO EXISTING OR NEW FIRE HYDRANTS FOR

TEMPORARY CONSTRUCTION WATER. INSTALL QUICK DISCONNECT, BACK

FLOW PREVENTOR, AND SHUT OFF VALVE WITH METER ON 2

" HOSE

CONNECTION ONLY.

4. CONTRACTOR SHALL OBTAIN A DIG PERMIT FROM 1 SOCES WHOM SHALL

MARK ALL ACTUAL LOCATIONS OF ALL UNDERGROUND CABLE AND UTILITIES

(COMM, WATER, ETC.) BEFORE THE START OF CONSTRUCTION. CAUTION

SHALL BE TAKEN BY THE CONTRACTOR AROUND ANY U.G. CABLE OR

UTILITY. ANY DAMAGE SHALL BE REPAIRED OR REPLACED TO THE

SATISFACTION OF C.O.R. AT NO ADDITIONAL COST TO THE GOVERNMENT.

5. CONTRACTOR IS REQUIRED TO FILE FAA FORM 7460 IN REFERENCE TO THE

CONTRACTOR'S SITE CONSTRUCTION EQUIPMENT. SEE EQUIPMENT AND

STOCKPILE HEIGHT NOTES.

6. CONTRACTOR SHALL COMPLETE THE STORMWATER POLLUTION

PREVENTION PLAN (SWPPP). REFER TO THE SPECIFICATIONS FOR DETAILS

ON STORMWATER POLLUTION PREVENTION MEASURES FOR THIS PROJECT.

CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL FLORIDA DEP

REQUIREMENTS FOR EROSION CONTROL. THIS PROJECT SHALL BE

CONSTRUCTED IN COMPLIANCE WITH PART 91 OF ACT 451 OF 1994, AS

AMENDED, THE SOIL EROSION AND SEDIMENT CONTROL ACT. CONTRACTOR

IS RESPONSIBLE FOR COORDINATING ALL REQUIREMENTS WITH STATE AND

LOCAL AUTHORITIES AND DOCUMENTS TO BE SUBMITTED FOR PERMITTING.

SEE ENVIRONMENTAL AND RESOURCE NOTES - NOTE 4 ON GC008.

7. THE STABILIZED CONSTRUCTION ENTRANCE LOCATION, AS SHOWN SHALL

BE INSTALLED BY THE CONTRACTOR AND COORDINATED AND APPROVED

BY THE CONTRACTING OFFICER.

8. CONTRACTOR SHALL STOP WORK IMMEDIATELY AND CONTACT THE

CONTRACTING OFFICER IF A UTILITY LINE IS DISTURBED.

9. ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL

OF STATE, LOCAL, AND GOVERNMENT REGULATORY AGENCIES AND THE

CONTRACTING OFFICER.

10. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND

SPECIFICATIONS, STATE, LOCAL, AND GOVERNMENT CODES, ORDINANCES,

AND REGULATIONS. IN CASE OF CONTRADICTION OR DISCREPANCY

BETWEEN REQUIREMENTS, CONTRACTOR SHALL INCORPORATE

WHICHEVER IS MOST STRINGENT. WHERE A QUESTION REMAINS ON WHICH

REQUIREMENT IS MOST STRINGENT, CONTRACTOR SHALL SUBMIT ISSUE TO

THE CONTRACTING OFFICER IN WRITING. THE DECISION OF THE

CONTRACTING OFFICER SHALL BE CONSIDERED FINAL.

11. INSTALL A TEMPORARY FENCE AROUND THE CONSTRUCTION ZONE

STAGING AREA AND LAYDOWN AREAS AS NEEDED FOR SECURITY OF

EQUIPMENT AND MATERIALS AS DIRECTED BY CONTRACTING OFFICER. SEE

DRAWING GC004.

12. COORDINATE THE DISCONNECTION OF UTILITIES THROUGH THE

CONTRACTING OFFICER. DEMOLITION SHALL NOT BEGIN UNTIL WRITTEN

BASE APPROVAL IS RECEIVED. ALL EXISTING UTILITIES ARE TO BE

TERMINATED AT THEIR POINT OF CONNECTION TO THE MAINS. WHERE

CONNECTIONS OF NEW UTILITIES TO EXISTING UTILITIES ARE SHOWN ON

THE PLANS, THE CONTRACTOR SHALL EXPOSE THE EXISTING LINES AT THE

PROPOSED CONNECTIONS TO VERIFY THE LOCATIONS AND DEPTHS PRIOR

TO EXCAVATION FOR THE NEW LINES.

13. THE CONTRACTOR SHALL EXPOSE, VERIFY AND BACKFILL ALL EXISTING

UNDERGROUND UTILITIES AND STRUCTURES AT UTILITY CROSSINGS PRIOR

TO EXCAVATION OF PIPELINE TRENCH. UTILITY CROSSINGS AT A DEPTH

GREATER THAN 12-INCHES BELOW TRENCH BOTTOM DO NOT NEED TO BE

EXPOSED. UTILITY ALIGNMENT AND GRADE MAY BE CHANGED IF THERE ARE

CONFLICTS WITH ANY EXISTING UNDERGROUND UTILITIES AND

STRUCTURES, WHETHER SHOWN ON THE PLANS OR NOT. COORDINATE

WITH THE CONTRACTING OFFICER AND DESIGN ENGINEER.

14. FACILITIES IN THE UTILITY CORRIDOR SHALL BE RESTORED UPON

COMPLETION OF CONSTRUCTION. PAVEMENTS, FENCES, VEGETATION, AND

OTHER LANDSCAPING SHALL BE REPLACED IN LIKE KIND TO THE ORIGINAL

FEATURES AND TO THE APPROVAL OF THE CONTRACTING OFFICER.

COORDINATE WITH CONTRACTING OFFICER.

15. CONTRACTOR IS RESPONSIBLE FOR MOWING AND MAINTAINING ALL AREAS

WITHIN THE PROJECT LIMITS. FROM NOTICE-TO-PROCEED DATE THROUGH

THE DURATION OF THE PROJECT. MOW TO A MAXIMUM AVERAGE HEIGHT

OF 3-INCHES FOR SPRING/SUMMER MAINTENANCE AND 6-INCHES FOR

FALL/WINTER MAINTENANCE.

16. EROSION CONTROL DEVICES SHALL BE USED FOR THE STAGING AREA AND

ANY MATERIAL STOCK PILES WHEN NECESSARY TO CONTROL EROSION AND

STORM WATER RUNOFF, IN ACCORDANCE WITH ALL FEDERAL, STATE, AND

LOCAL REGULATIONS.

17. THE CONTRACTOR SHALL TAKE THE STEPS TO ENSURE THAT PROJECT

CONSTRUCTION ACTIVITY DOES NOT INTERFERE WITH REGULAR BASE

OPERATIONS. REGULAR BRIEFINGS SHALL BE CONDUCTED BY THE

CONTRACTOR WITH THE RESPONSIBLE BASE OFFICIALS FOR THE PURPOSE

OF COORDINATING CONSTRUCTION ACTIVITIES AND SCHEDULED BASE

OPERATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATING THE INTERVAL (WEEKLY, BIWEEKLY, ETC.) FOR THE

REQUIRED BRIEFINGS PRIOR TO COMMENCEMENTS OF SITE

CONSTRUCTION ACTIVITY. THE BASE COMMANDER AND/OR THE

CONTRACTING OFFICER'S REPRESENTATIVE SHALL HAVE THE AUTHORITY

TO IMMEDIATELY SUSPEND AUTHORIZATION TO WORK IN A PARTICULAR

AREA OF THE SITE DURING MILITARY EMERGENCIES OR FOR BASE

SECURITY REASONS.

ACCESS AND SAFETY NOTES:

1. THE GENERAL CONTRACTOR'S WORKING HOURS, AND ACCESS TO THE SITE

ARE DEFINED AS DAYLIGHT HOURS, MONDAY THRU FRIDAY, EXCEPT ON

FEDERAL HOLIDAYS OR ASSOCIATED MILITARY DOWN DAYS, UNLESS

APPROVED OTHERWISE. WORK SCHEDULED AFTER NORMAL WORKING

HOURS SHALL BE SUBMITTED IN WRITING TO THE COR 30 DAYS IN ADVANCE

OF THE WORK TO BE PERFORMED SO THAT BASE OPERATIONS CAN

COORDINATE. SUBMITTAL DOES NOT GUARANTEE APPROVAL

2. ACCESS TO THE PROJECT FOR ALL CONTRACTOR PERSONNEL, VEHICLES,

AND EQUIPMENT IS ILLUSTRATED ON GC003. ACCESS ROUTES MAY BE

SUBJECT TO CHANGE BASED ON OPERATIONAL REQUIREMENTS ON BASE.

POTENTIAL SCHEDULE IMPACTS SHALL BE COORDINATED WITH THE

CONTRACTING OFFICER.

3. THE EXISTING BASE ROAD SPEED LIMITS AND LOAD LIMITS ARE STRICTLY

ENFORCED. ALL CONCRETE TRUCKS SHALL PUT DOWN EXTRA AXLES

WHEN TRAVELING ON HURLBURT AIRFIELD PROPERTY.

4. CONTRACTOR SHALL PROVIDE AND INSTALL A PROFESSIONALLY PAINTED

SIGN, MEETING CONTRACTING OFFICER APPROVAL, AT THE CONSTRUCTION

ENTRANCE TO DIRECT MATERIAL SUPPLIERS AND EMPLOYEES TO THE

CONSTRUCTION SITE. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE

OF 48 HOURS TO THE CONTRACTING OFFICER REGARDING OVERSIZED OR

CONSTRUCTION DELIVERIES TO THE HURLBURT AIRFIELD COMMERCIAL

TRUCK GATE PRIOR TO THOSE DELIVERIES. DELIVERIES SHALL BE

SCHEDULED MONDAY - FRIDAY, 0400 TO 1600. CONTRACTOR SHALL

COORDINATE DELIVERIES WITH BASE SECURITY FORCES BY SUBMISSION

OF THE CORRECT ENTRY PASS PAPERWORK VIA THE CONTRACTING

OFFICER.

5. EXISTING BASE ROADS USED AS HAUL ROADS SHALL BE MAINTAINED SUCH

THAT UNOBSTRUCTED ACCESS WILL BE PROVIDED AT ALL TIMES FROM THE

ROAD TO THE STAGING AREA AND FROM THE STAGING AREA TO THE WORK

SITE AND FACILITATE GOVERNMENT ACCESS TO THE BASE AT ALL TIMES.

THE MAINTENANCE OF HAUL ROADS SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. THE HAUL

ROAD LOCATIONS SHALL BE AS INDICATED ON THE DRAWINGS AND

APPROVED BY THE CONTRACTING OFFICER. CONTRACTOR IS REQUIRED TO

IMMEDIATELY CLEAN ANY DEBRIS DEPOSITED ONTO THE SITE, ROADS, ETC

FROM CONTRACTOR'S EQUIPMENT OR OPERATIONS. MATERIAL DROPPED

WITHIN THESE AREAS SHALL BE CONTINUOUSLY REMOVED BY SURFACE

SWEEPERS OR OTHER APPROVED METHODS DURING WORKING HOURS.

CONTRACTOR TO MAINTAIN ONE FULLY OPERATIONAL STREET

SWEEPER/VAC TRUCK ON SITE AT ALL TIMES.

6. CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE PROJECT

IN A MANNER THAT ALLOWS EMERGENCY ACCESS TO ALL EXISTING

ROADWAYS AT ALL TIMES WITHOUT DELAYS TO EMERGENCY VEHICLE'S

RESPONSE TIME. CONTRACTOR SHALL MAINTAIN AT ALL TIMES ONE FIRE

LANE FREE FROM OBSTRUCTION AND MAINTAIN ACCESS TO AND THROUGH

THE SITE, AND SURROUNDING ROADS AND STREETS.

7. NOT USED.

8. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER'S

REPRESENTATIVE CONCERNING ANY GOVERNMENT-OWNED EQUIPMENT

REQUIRING RELOCATION TO COMPLETE PROJECT WORK.

9. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, THE CONTRACTOR'S

CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE PARKED WITHIN THE

STAGING AREA OR FENCED CONSTRUCTION AREA.

10. ALL AREAS DISTURBED BY ANY CONSTRUCTION ACTIVITIES INCLUDING

STOCKPILE AREAS, MATERIAL LAYDOWN , EQUIPMENT PARKING,

CONTRACTOR PARKING, EARTHWORK ACTIVITIES, UTILITY TRENCHING,

OVERHEAD UTILITY WORK, ETC SHALL BE RESTORED TO EXISTING

CONDITIONS. ALL AREAS NOT DESIGNATED FOR PAVEMENT OR GRAVEL

SURFACING SHALL BE COVERED WITH A MINIMUM 4-INCHES OF TOPSOIL,

SODDED, AND IRRIGATED/MAINTAINED FOR A MINIMUM OF 12 MONTHS OR

UNTIL 95% COVERAGE OF GROUND COVER PER THE SPECIFICATIONS.

11. CONTRACTOR SHALL PROVIDE ALL NECESSARY WATER AND TOILET

FACILITIES FOR HIS WORKERS WITHIN THE CONSTRUCTION ZONE.

CONTRACTOR WORKERS SHALL NOT USE GOVERNMENT FACILITIES UNLESS

SPECIFICALLY INDICATED OTHERWISE. LOCATIONS OF FACILITIES SHALL BE

COORDINATED WITH CONTRACTING OFFICER.

12. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO CONSTRUCTION

ACTIVITIES, CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER,

POLICE, LOCAL FIRE AUTHORITY, AND ALL OTHER EMERGENCY SERVICES

OF THE CLOSURE AT LEAST 21 DAYS IN ADVANCE FOR APPROVAL. SEE

NOTE 6 UNDER TRAFFIC CONTROL.

13. NO WORK WITHIN THE QD SAFETY DISTANCES SHOWN ON THE SHEET

GC005 WILL BE ALLOWED WHEN MUNITIONS ARE PRESENT.

COORDINATION AND COMMUNICATION DURING

CONSTRUCTION:

1. CONTRACTOR SHALL APPOINT A PROJECT MANAGER AND CONSTRUCTION

SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE CONTRACTING

OFFICER, WHO SHALL BE PRESENT ON THE CONSTRUCTION SITE AT ALL

TIMES DURING WORKING HOURS WHILE JOB IS IN PROGRESS. THE

PROJECT MANAGER SHALL BE DESIGNATED THE RESPONSIBLE

CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE ON A 24-HOUR

BASIS. WHEN THE CONTRACTOR'S REPRESENTATIVE IS NOT AVAILABLE ON

THE CONSTRUCTION SITE, AN ALTERNATE REPRESENTATIVE SHALL BE

PROVIDED. CONTRACTOR SHALL PROVIDE NAMES AND CONTACT

INFORMATION OF REPRESENTATIVES TO THE COR PRIOR TO THE START OF

CONSTRUCTION ACTIVITIES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT

COORDINATION BETWEEN ANY SUBCONTRACTORS AND THE COR. ALL

CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE

REVIEWED AND APPROVED BY THE COR.

TRAFFIC CONTROL:

1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CORDON OFF THE

WORK AREAS AND STREET CROSSINGS BY USING BARRICADES APPROVED

BY THE CONTRACTING OFFICER.

2. ALL CONSTRUCTION EQUIPMENT AND CONTRACTOR CONSTRUCTION

VEHICLES SHALL BE MARKED WITH COMPANY PAINTED DESIGNS, INSIGNIAS

OR OTHER COMPANY MARKINGS, WHICH ARE CLEARLY VISIBLE.

3. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES

TO SOUND AN ALARM WHEN MOVING IN REVERSE.

4. ONLY RUBBER-TIRED VEHICLES SHALL BE ALLOWED ON EXISTING

PAVEMENT THAT IS TO REMAIN.

5. NON-CONSTRUCTION PEDESTRIAN TRAFFIC SHALL NOT BE ALLOWED INSIDE

THE CONSTRUCTION FENCE LIMITS.

6. CONTRACTOR SHALL PROVIDE A MINIMUM 21 DAY NOTICE TO HURLBURT

AIRFIELD CE OFFICE AND THE CONTRACTING OFFICER PRIOR TO ANY

REQUESTED ROAD CLOSURE. THE 21 DAY ADVANCE NOTICE DOES NOT

MEAN THE REQUEST WILL BE AUTOMATICALLY APPROVED. THE 21 DAYS

PROVIDES NECESSARY TIME FOR BASE CE TO COORDINATE AND VERIFY IF

CLOSURE IS ACCEPTABLE. CONTRACTOR SHALL WORK WITH THE BASE CE

AND CONTRACTING OFFICER TO FINALIZE DATES IF THE BASE HAS

CONFLICTS WITH OTHER ACTIVITIES.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING AND SUBMITTING

OUTAGE REQUEST WITH BASE CE OFFICE FOR ANY WORK BLOCKING TEN

OR MORE EXISTING PARKING SPACES.

8. PRIOR TO THE REMOVAL OF BARRICADES AND TRAFFIC CONTROL DEVICES,

THE CONTRACTOR SHALL REQUEST THE COR TO SCHEDULE AN

INSPECTION. NO ROADWAY OR PORTION OF THE AIRFIELD SHALL BE

RE-OPENED UNTIL THE COR HAS COMPLETED INSPECTION AND APPROVED

THE RE-OPENING OF THE ACTIVE AREAS INCLUDING AIRFIELD FOD SWEEPS.

9. CONTRACTOR SHALL ATTEND ANY SPONSOR-MANDATED VEHICLE

OPERATOR OR FOREIGN OBJECT DEBRIS/DAMAGE (FOD) CONTROL

TRAINING COURSE, INCLUDING THE AIRFIELD DRIVING COURSE AS

REQUIRED BY AIRFIELD MANAGEMENT AND BASE OPERATIONS.

EQUIPMENT AND STOCKPILE HEIGHT:

1. TEMPORARY OBSTRUCTIONS, SUCH AS CRANES, MUST BE MARKED AND

LIGHTED IN ACCORDANCE WITH FAA AC 70/7460. ALL HAZARDOUS AREAS

(SUCH AS EXCAVATIONS OR STOCKPILED MATERIALS) MUST BE DELINEATED

WITH LIGHTED BARRICADES ON ALL EXPOSED (VISIBLE OR ACCESSIBLE)

SIDES. CONTRACTOR SHALL PROVIDE ALL NECESSARY INFORMATION TO

THE BASE CE FOR CONSTRUCTION CRANES, EQUIPMENT, AND RELATED

EQUIPMENT, AND RELATED ACTIVITIES. ALL FORMS SHALL BE APPROVED

PRIOR TO USING OR BRINGING EQUIPMENT ON SITE. BASE CE TO SUBMIT

7460 FORMS TO FAA FOR PERMANENT BUILDING. CONTRACTOR TO SUBMIT

7460 FORMS TO FAA FOR ALL TEMPORARY CONSTRUCTION.

2. THE MAXIMUM ALLOWABLE HEIGHT OF CONSTRUCTION EQUIPMENT

OPERATING IN AN AIRCRAFT OPERATIONS AREA IS GOVERNED BY FAA AC

150/5370-2F AND AC 150/5300-13A (CURRENT EDITIONS). TEMPORARY

OBSTRUCTIONS, SUCH AS CRANES AND EQUIPMENT LESS THAN 150'-0" IN

HEIGHT REQUIRE ADDITIONAL LOCAL APPROVAL AS WELL AS FAA 7460

APPROVAL. COORDINATE WITH CONTRACTING OFFICER AND BASE CE

OFFICE FOR LOCAL OBSTRUCTION APPROVAL. WHEN EQUIPMENT IS

EXPECTED TO PENETRATE THE AIRFIELD APPROACH SURFACES OR WHEN

CRANES WILL BE USED ON-SITE, CONTRACTOR SHALL PROVIDE A MINIMUM

NOTICE OF 60 DAYS TO THE CONTRACTING OFFICER AND BASE AIRFIELD

OPERATIONS PRIOR TO THE START OF CONSTRUCTION TO COORDINATE

THE SUBMITTAL OF FAA FORM 7460 TO THE FAA REGIONAL OFFICE.

PERMISSION TO USE CRANES SHALL BE ISSUED BY BASE AIRFIELD

OPERATIONS AND THE CONTRACTING OFFICER AFTER APPROVAL BY THE

FAA. SEE SPEC SECTION 01 00 00.

3. OBSTRUCTION LIGHT FIXTURES SHALL BE AVIATION RED INCANDESCENT

STEADY BURNING FAA AC 150/5345-43, TYPE L-810. AIR FORCE POLICY DOES

NOT ALLOW USE OF LED FIXTURES FOR OBSTRUCTION LIGHTING.

4. WHEN NOT IN OPERATION, ALL EQUIPMENT AND CRANES SHALL HAVE

BOOMS OR ARMS LOWERED TO THEIR LOWEST ELEVATION.

5. CONTRACTOR SHALL ENSURE THAT STOCKPILES ARE MANAGED AND

DISPOSED OF IN ACCORDANCE WITH THE ENVIRON MENTAL GENERAL

REQUIREMENTS. CONTRACTOR SHALL NOT STOCKPILE CONSTRUCTION

MATERIALS, SPOILS, OR DEBRIS IN ANY AREA WHERE SUCH STOCKPILES

WOULD PENETRATE AVIATION SURFACES. ALL STOCKPILES ADJACENT TO

AIRCRAFT OPERATIONS AREA SHALL BE IDENTIFIED WITH A 360-DEGREE

RED OBSTRUCTION LIGHT PLACED AT THE HIGHEST POINT OF THE

STOCKPILE. STOCKPILING OF MATERIAL WITHIN THE AIRFIELD SAFETY

AREAS IS PROHIBITED.

EXCAVATION AND TRENCHES:

1. CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT EDITION OF OSHA

REGULATIONS, THE STATE OF FLORIDA LAWS CONCERNING EXCAVATION,

AND USACE EM 385-1-1 SAFETY AND HEALTH REQUIREMENT MANUAL.

2. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE

PROMINENTLY MARKED WITH ORANGE BARRICADES WITH FLASHING RED

LIGHTS ACCEPTABLE TO THE CONTRACTING OFFICER.

3. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 72 HOURS TO THE

CONTRACTING OFFICER AND ASSOCIATED UTILITY COMPANIES AND

AGENCIES BEFORE PROCEEDING WITH ANY EXCAVATION.

4. OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS ON-HAND AND

READY FOR PLACING THEREIN. AS SOON AS POSSIBLE AFTER THE

MATERIAL HAS BEEN PLACED AND WORK APPROVED, BACKFILL AND

COMPACT TRENCHES AS SPECIFIED.

5. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS MAY BE

REQUIRED, SEE GEOTECHNICAL BORING LOGS.

6. STRUCTURES AND UTILITIES TO BE REMOVED SHALL BE BACKFILLED IN

ACCORDANCE WITH THE SPECIFICATIONS.

7. ALL TOPSOIL SHALL BE STRIPPED FROM ALL AREAS WITHIN THE LIMITS OF

CONSTRUCTION AND STOCKPILED FOR LATER USE IN THE UPPER 4 INCHES

OF FINISHED GRADE TO PROVIDE A SUITABLE SOD BED. THE CONTRACTOR

SHALL RECEIVE APPROVAL FROM THE CONTRACTING OFFICERS

REPRESENTATIVE FOR TOPSOIL STOCKPILE LOCATIONS.

8. ALL WORK ADJACENT TO OR ON EXISTING ROADWAY SHALL COMPLY WITH

CURRENT FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS FOR

TRAFFIC CONTROL AND SAFETY. ALL WORK IN AND ADJACENT TO STREETS

OR ROADS SHALL BE COORDINATES WITH CONTRACTING OFFICER'S

REPRESENTATIVE. THE CONTRACTOR SHALL PROVIDE THE CONTRACTING

OFFICER'S REPRESENTATIVE WITH A ONE-WEEK ADVANCE NOTICE PRIOR

TO BEGINNING OF WORK ADJACENT TO BASE ROADWAYS. NO WORK

ADJACENT TO OR ON EXISTING ROADS SHALL BE INITIATED WITHOUT PRIOR

APPROVAL FROM THE CONTRACTING OFFICER'S REPRESENTATIVE.

9. BE ADVISED THAT THE CONTRACTOR'S WORK SHALL BE

SUSPENDED WHEN LIGHTNING IS WITHIN 5 MILES PER

HURLBURT FIELD STANDARDS.

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STEADY BURNING FAA AC 150/5345-43, TYPE L-810. AIR FORCE POLICY DOES

CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT EDITION OF OSHA

OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE

ADJACENT TO OR ON EXISTING ROADS SHALL BE INITIATED WITHOUT PRIOR

OTHER SAFETY REQUIREMENTS:

1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

REGULATIONS AND USACE SAFETY MANUAL EM 385-1-1.

2. BE ADVICES THAT THE CONTRACTOR'S WORK SHALL BE SUSPENDED WHEN

LIGHTNING IS WITHIN 5 MILES PER HURLBURT FIELD STANDARDS.

3. CONTRACTOR SHALL OBTAIN A BURN PERMIT FROM THE FIRE DEPARTMENT

PRIOR TO PERFORMING ANY WELDING ON SITE

4. THE CONTRACTOR SHALL PERFORM ON-SITE INSPECTIONS DAILY AND

PRIOR TO LEAVING THE SITE EACH DAY TO REMEDY ANY SAFETY

CONCERNS IMMEDIATELY.

5. THERE SHALL BE NO PERMANENT WASTE SITES ON BASE PROPERTY. ANY

TEMPORARY WASTE AREA (10 DAYS OR LESS) SHALL BE APPROVED BY THE

CONTRACTING OFFICER AND SHALL BE KEPT IN AN ORDERLY CONDITION.

REMOVAL OF WASTE THAT IS NOT PROPERLY MAINTAINED IS SUBJECT TO

THE DIRECTION OF THE CONTRACTING OFFICER.

6. NOT USED.

7. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO

CONTROL/PREVENT DUST CAUSED BY CONSTRUCTION ACTIVITIES TO A

LIMIT ACCEPTABLE TO BASE OPERATIONS. THE CONTRACTOR SHALL

CONTROL/PREVENT BLOWING DUST ON THE PROJECT SITE FROM ANY HAUL

ROUTE OR WORK AREA REGARDLESS OF SOURCE.

8. GASOLINE, DIESEL FUEL, OIL, AND HAZARDOUS WASTE RESULTING FROM

CONTRACTOR'S OPERATIONS OR ACTIVITIES SHALL BE PROPERLY

DISPOSED OF IN ACCORDANCE WITH THE SPECIFICATIONS AND LOCAL

REGULATORY REQUIREMENTS AND PROPERLY REMOVED FROM THE

PROJECT PROPERTY. IF HAZARDOUS MATERIALS ARE ENCOUNTERED OR

UNCOVERED DURING CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE CONTRACTING OFFICER.

9. FAILURE TO COMPLY WITH BASE OPERATIONS AND THE CONTRACTING

OFFICER SAFETY REQUIREMENTS SHALL RESULT IN THE SUSPENSION OF

CONSTRUCTION ACTIVITIES UNTIL ALL SAFETY CONCERNS ARE ADDRESSED

BY THE CONTRACTOR TO THE SATISFACTION OF THE CONTRACTING

OFFICER.

10. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH SAFETY PLAN

OR BASE OPERATIONS SHALL IMMEDIATELY BE REMOVED FROM THE WORK

AREA AND SHALL NOT BE PERMITTED TO RETURN THROUGHOUT THE

REMAINDER OF THE PROJECT.

11. ALL TEMPORARY CONSTRUCTION LIGHTING SHALL BE COORDINATED WITH

HURLBURT FIELD SECURITY FOR APPROVAL OF LOCATIONS, HEIGHT, AND

DIRECTION.

12. CONTRACTOR SHALL PROVIDE KEY ACCESS TO ALL CONSTRUCTION GATES

TO THE BASE FIRE DEPARTMENT DURING CONSTRUCTION. COORDINATE

ACCESS PADLOCKS AND KEYS WITH THE CONTRACTING OFFICER.

CONTRACTOR SAFETY PLAN SUBMITTALS:

1. CONTRACTOR SHALL FURNISH A CONSTRUCTION SAFETY

PLAN IN ACCORDANCE WITH THE SPECIFICATIONS AND USACE

SAFETY MANUAL EM 385-1-1 WITH HIS/HER PROJECT

SCHEDULE. THE SAFETY PLAN SHALL IDENTIFY THE

FOLLOWING ITEMS:

A. PROPOSED ACCESS POINTS, STAGING AREA AND HAUL ROUTES.

B. TEMPORARY MARKINGS AND SIGNAGE TO BE USED.

C. LOCATION AND TYPE OF BARRICADES OR OTHER TRAFFIC CONTROL

DEVICES.

D. METHODS BY WHICH THE CONTRACTOR WILL COMMUNICATE WITH THE

CONTRACTING OFFICER.

E. CONTRACTING SUPERINTENDENT

F. SITE SAFETY MANAGER

NIGHT WORK:

1. WORK LIGHTS FOR NIGHT WORK ON THE BASE SHALL BE POSITIONED SUCH

THAT THE LIGHT WILL NOT BE DIRECTED TOWARD THE CONTROL TOWER OR

AIRCRAFT UTILIZING THE RUNWAY AND AIRFIELD INCLUDING APPROACHES.

COORDINATE WITH BASE OPERATIONS AND REQUEST ACTIVITY 5 DAYS IN

ADVANCE.

SECURITY REQUIREMENTS:

1. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS AND

PROCEDURES OF “IAW AFFAR 5353.242-9000, CONTRACTOR ACCESS TO AIR

FORCE INSTALLATIONS”, IN ACCORDANCE WITH THE SITE ACCESS AS

INDICATED FOR CONSTRUCTION ACCESS.

2. ALL CONTRACTOR EMPLOYEES SHALL CARRY CONTRACTOR PHOTO

IDENTIFICATION AT ALL TIMES WHILE WORKING INSIDE THE BASE SECURE

PERIMETER.

3. CONTRACTOR EMPLOYEES SHALL COMPLY WITH ANY INTEGRATED

DEFENSE MEASURES THAT MAY BE NECESSARY DURING CONTINGENCY

OPERATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO, VEHICLE

INSPECTIONS, IDENTIFICATION CHECKS, ETC.

4. CONTRACTOR AND EMPLOYEE IDENTIFICATION CREDENTIALS: DUE TO THE

NATURE OF THE MILITARY MISSION AT HURLBURT AIRFIELD, STRINGENT

SECURITY PROCEDURES ARE ESTABLISHED TO ENSURE MISSION SUCCESS.

PART OF THE MISSION ASSURANCE PIECE IS TO CONDUCT IDENTITY

PROOFING AND VETTING OF ALL CONTRACTORS WHO ENTER THE

INSTALLATION. THE VETTING PROCESS INCLUDES AN EXTENSIVE CRIMINAL

HISTORY CHECK TO DETERMINE THE INDIVIDUAL'S FITNESS FOR

AUTHORIZATION TO ENTER THE INSTALLATION. THE PRIMARY

CONTRACTOR WILL ENSURE ALL EMPLOYEES WORKING INSIDE THE BASE

SECURITY PERIMETER POSSESS PROPER CREDENTIALS ALLOWING THEM

TO WORK IN THE UNITED STATES. EXECUTIVE ORDER 12989 REQUIRES

CONTRACTORS TO USE THE DEPARTMENT OF HOMELAND SECURITY'S

E-VERIFY SYSTEM FOR ALL EMPLOYEES WORKING ON FEDERAL

CONTRACTS. SEE PROJECT SPECIFICATIONS AND BASE SECURITY FOR FULL

LISTING OF ALL REQUIREMENTS.

5. EMPLOYEES WILL BE IDENTITY-PROOFED AND VETTED EACH TIME A PASS

AND/OR CREDENTIAL IS ISSUED. SECURITY FORCES PERSONNEL MAY ALSO

CONDUCT RANDOM SCREENING AT ANY TIME. IF DISQUALIFYING

INFORMATION IS FOUND, EMPLOYEES MAY BE DENIED ACCESS TO THE

INSTALLATION AND THE CONTRACTING OFFICER OR CONTRACT

ADMINISTRATOR WILL BE NOTIFIED OF THE DENIAL. DUE TO MANDATES OF

USC 552A (B) (3) AS RELATED TO PRIVACY ACT 1974 AS AMENDED, THE

INFORMATION CAN ONLY BE DISCUSSED WITH THE EMPLOYEE AND WILL

NOT BE EXPRESSED OUTSIDE OF LAW ENFORCEMENT.

6. BASE ACCESS CREDENTIALS: THE CONTRACTOR SHALL SUBMIT ALL

HURLBURT AIRFIELD FORMS AT LEAST 7 DAYS PRIOR TO, IF THE EMPLOYEE

WILL BE REQUIRED TO DRIVE ON THE INSTALLATION, HE/SHE MUST

PRESENT A VALID DRIVER'S LICENSE, STATE VEHICLE REGISTRATION AND

PROOF OF INSURANCE. FURTHER, THE VEHICLES AND EQUIPMENT MAY BE

ESCORTED DURING EXERCISE OPERATIONS AND MAY BE RENDERED

IMMOBILE WHEN NOT IN OPERATION BY THE REMOVAL OF IGNITION KEYS

OR BY OTHER READILY REVERSIBLE MEANS. CONTRACTOR VEHICLES ARE

SUBJECT TO SEARCH PRIOR TO ENTERING, WHILE TRANSITING AND/OR

WHILE EXITING THE INSTALLATION.

7. IF THE CONTRACT REQUIRES WORK TO BE DONE IN CONTROLLED OR

RESTRICTED AREAS ON THE INSTALLATION, ACCESS TO THOSE AREAS WILL

REQUIRE COORDINATION WITH AND APPROVAL BY ORGANIZATIONS

CONTROLLING THOSE AREAS. MORE DETAILED INFORMATION MAY BE

REQUESTED FROM THE CONTRACTING OFFICER UPON AWARD OF THE

CONTRACT.

CONTRACTOR PERMITTING REQUIREMENTS:

1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS TO COMPLY

WITH ALL FEDERAL, STATE, AND LOCAL REGULATORY REQUIREMENTS. THE

PERMITTING PROCESS MAY INCLUDE THE SUBMISSION OF THE FOLLOWING

TYPES OF PERMITS:

A. EROSION AND SEDIMENT CONTROL.

B. STORMWATER MANAGEMENT. (SWPPP)

C. MONITORING WELLS.

D. SOLID AND HAZARDOUS WASTE.

E. DIG PERMIT AF103.

F. TRAFFIC CONTROL PLAN.

G. WELDING PERMIT FOR ANY WELDING OR CUTTING OPERATIONS CAN BE

OBTAINED AT THE HURLBURT FIRE STATION.

H. FAA FORM 7460

I. AIR PERMIT

J. FDEP ERP (BORROW PIT)

K. DEWATERING PERMIT

EROSION CONTROL NOTES:

1. EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO ANY

DISTURBANCE.

2. EROSION CONTROL DEVICES SHALL BE USED FOR THE STAGING AREA AND

ANY MATERIAL STOCK PILES WHEN NECESSARY TO CONTROL EROSION AND

STORM WATER RUNOFF.

3. CONTRACTOR SHALL FLAG EXISTING WETLANDS AS SHOWN IN THE PLANS.

CONTRACTOR IS ALLOWED TO ENTER AND DISTURB ONLY THOSE WETLAND

AREAS SHOWN AS PERMANENT AND TEMPORARY IMPACTS IN THE PLANS.

4. LIMITS OF CONSTRUCTION IS DEFINES AS THOSE AREAS AFFECTED BY THE

CONTRACTOR'S OPERATIONS INVOLVING EXCAVATION, EMBANKMENT, AND

FINAL GRADING REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH

THE ELEVATIONS, GRADES, AND SECTIONS SHOWN IN THESE DRAWINGS.

5. CONTRACTOR SHALL SOD AND FERTILIZE AREAS DISTURBED DURING

CONSTRUCTION OUTSIDE THE LIMITS OF PAVED AREAS IN ACCORDANCE

WITH THE CONTRACT SPECIFICATIONS AFTER COMPLETION OF ALL PAVING

AND TOPSOIL FINISH GRADING WORK FOR EACH PHASE OF THE PROJECT.

NO SEED OR MULCH SHALL BE USED ON THE AIRFIELD.

6. THE CONTRACTOR SHALL SOD ALL DISTURBED AREAS WITHIN THE SITE

LIMITS, INCLUDING ALL CUT AND FILL SECTIONS IN ACCORDANCE WITH THE

PLANS AND SPECIFICATIONS. SOD SHALL BE AS SPECIFIED. CONTRACTOR

SHALL MAINTAIN GRASS UNTIL A PERMANENT VEGETATION COVER HAS

BEEN ESTABLISHED PRIOR TO FINAL ACCEPTANCE OF THE PROJECT.

ESTABLISHMENT OF A PERMANENT VEGETATION COVER SHALL INCLUDE:

PLACEMENT OF TOPSOIL, APPLICATION OF FERTILIZER, PLANTING OF

GRASS SPECIES SELECTED, IRRIGATIONS AS REQUIRED, AND RAKING OR

HAND FINISHING.

7. CONTRACTOR SHALL UTILIZE BEST MANAGEMENT PRACTICES PLAN

DETAILS SHOWN HEREIN.

8. CONTRACTORS STAGING AREA SHALL BE RETURNED TO ORIGINAL

CONDITIONS AS APPROVED BY THE CONTRACTING OFFICERS

REPRESENTATIVE (COR) AT COMPLETION OF CONSTRUCTION.

EXISTING CONDITION NOTES:

1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS

INDICATED HAVE BEEN OBTAINED FROM EXISTING RECORDS AND FIELD

SURVEYS. UNDERGROUND STRUCTURES AND UTILITIES MAY BE PRESENT

WHICH ARE NOT DOCUMENTED OR LOCATED.

2. THE CONTRACTOR SHALL FIELD-CHECK ALL EXISTING CONDITIONS AND BE

THOROUGHLY FAMILIAR WITH THE SITE BEFORE ANY WORK COMMENCES.

ANY DISCREPANCIES IN THE DRAWINGS SHALL BE IMMEDIATELY REPORTED

TO THE COR BEFORE ANY FURTHER WORK COMMENCES.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY

EXISTING STRUCTURES, UTILITIES, AND SURVEY INFORMATION, AND TO

TAKE NECESSARY PRECAUTIONS DURING DEMOLITION AND

CONSTRUCTION. CONTRACTOR SHALL VERIFY EXISTENCE AND MARK

LOCATIONS OF ALL UTILITIES, INCLUDING SERVICE CONNECTIONS TO

UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK. CONTRACTOR

SHALL CONTACT THE COR AND ALL ASSOCIATED UTILITY COMPANIES AND

AGENCIES TO IDENTIFY THE LOCATION OF UTILITIES. THERE IS NO

GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE

AND TYPE OF MATERIAL OF EXISTING UNDERGROUND UTILITIES INDICATED

ARE REPRESENTATIVE OF THOSE TO BE ENCOUNTERED DURING

CONSTRUCTION.

4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE COR OF

OPERATIONAL PLANS. IN THE EVENT AN UNEXPECTED UTILITY OR

STRUCTURE INTERFERENCE OR CONFLICT IS ENCOUNTERED DURING

CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COR.

ANY UTILITY SERVICES OR STRUCTURES DISTURBED BY THE

CONTRACTOR'S OPERATIONS SHALL BE RESTORED IMMEDIATELY AT

CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE COR.

5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE

DAMAGED DURING DEMOLITION AND CONSTRUCTION. THE CONTRACTOR

SHALL REPAIR OR REPLACE DAMAGED OR DISTURBED ITEMS TO THE

SATISFACTION OF THE COR.

6. SITE AND UTILITY WORK WILL BE OCCURRING IN AN AREA POTENTIALLY

CONTAMINATED. ANY CONTAMINATED SOILS ENCOUNTERED SHALL BE

COLLECTED ALONG WITH ANY EXCESS SPOILS AND SHALL BE DISPOSED OF

OFF SITE IN A LOCATION PER LOCAL, STATE, AND FEDERAL LAWS. ANY

CONTAMINATED SUBSURFACE WATER ENCOUNTERED IN THIS

CONSTRUCTION AREA SHALL BE COLLECTED AND DISPOSED OF OFF SITE

PER LOCAL, STATE, AND FEDERAL LAWS. CONTAMINATED MATERIALS SHALL

BE MANAGED IN ACCORDANCE WITH SPECIFICATION SECTIONS 02 61 13

EXCAVATION AND HANDLING OF CONTAMINATED MATERIALS AND 02 81 00

TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS.

7. SPECIAL HANDLING AND CONSIDERATION SHALL BE REQUIRED FOR

EXCAVATED SOILS THOUGHT TO CONTAIN CONTAMINATED SUBSTANCES.

CONTRACTOR SHALL PERIODICALLY MONITOR EXCAVATED SOILS. SOILS

SHALL BE TREATED ON SITE OR DISPOSED OF PROPERLY IN ACCORDANCE

WITH ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS AND THE PROJECT

SPECIFICATIONS. ANY CONTAMINATED SOILS ENCOUNTERED SHALL BE

COLLECTED ALONG WITH ANY EXCESS SPOILS AND SHALL BE DISPOSED OF

OFF SITE IN A LOCATION PER LOCAL, STATE, AND FEDERAL LAWS. ANY

CONTAMINATED SOILS ENCOUNTERED SHALL BE COLLECTED ALONG WITH

ANY EXCESS SPOILS AND SHALL BE DISPOSED OF OFF SITE IN A LOCATION

PER LOCAL, STATE, AND FEDERAL LAWS. CONTRACTOR SHALL COORDINATE

REMOVAL OF CONTAMINATED MATERIALS WITH THE COR.

8. MONITORING WELLS IN THE VICINITY OF BUILDINGS 90731, 90825 AND 90811

ARE TO BE AVOIDED AND PROTECTED DURING DEMOLITION ACTIVITIES.

9. NOT USED.

10. SPILL RESPONSE PLAN: A SPILL IS DEFINED AS AN UNINTENTIONAL

RELEASE OF A CHEMICAL TO THE ENVIRONMENT. THE SPILL

RESPONSE PLAN SHALL BE DEVELOPED BY THE CONTRACTOR AND

SHALL IDENTIFY THE EQUIPMENT, PROCEDURES, NOTIFICATION AND

MANPOWER THAT WILL BE USED TO PREVENT OR MITIGATE A SPILL

EVENT. THE CONTRACTOR MUST DEMONSTRATE THE ABILITY TO

PERFORM EMERGENCY DUTIES INCLUDING PROVIDING A DETAILED

LIST OF EQUIPMENT THAT WILL BE STORED ON SITE DURING

CONSTRUCTION AND A LIST AND CORRESPONDING QUALIFICATION

FOR THE PERSONNEL THAT WILL BE ASSIGNED THE DUTY. THIS

PLAN MUST BE SUBMITTED AND APPROVED BY THE GOVERNMENT

AND HURLBURT FIELD PRIOR TO BEGINNING ANY CONSTRUCTION

OR SITE DISTURBANCE ACTIVITIES.

GENERAL SITE NOTES:

1. BUILDING COORDINATES ARE INDICATED TO OR MEASURED AT THE CENTER

OF BUILDING COLUMNS. CONTRACTOR SHALL COORDINATE BEARINGS OF

BUILDING GRID LINES WITH STRUCTURAL DRAWINGS.

2. CONTRACTOR SHALL COORDINATE BUILDING ENTRANCES, EGRESSES,

WALKWAYS, AND DOORWAY LOCATIONS WITH ARCHITECTURAL AND

STRUCTURAL SHEETS. STOOPS AND SIDEWALKS SHALL BE CENTERED ON

DOORS.

3. SEE MECHANICAL AND ELECTRICAL SHEETS FOR MISCELLANEOUS SITE

EQUIPMENT DETAILS. SEE STRUCTURAL SHEETS FOR EQUIPMENT PAD

DETAILS.

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AIRFIELD OPERATIONS COORDINATION NOTES:

1. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS INDICATED IN

FEDERAL AVIATION ADMINISTRATION (FAA) ADVISORY CIRCULAR (AC)

150/5370-2F, OPERATIONAL SAFETY ON AIRPORTS DURING

CONSTRUCTION (CURRENT EDITION).

2. CONTRACTOR SHALL NOT ACCESS THE AIRCRAFT OPERATIONS AREA

WITHOUT CLEARANCE FROM BASE AIRFIELD OPERATIONS AND THE COR,

AND SHALL CONDUCT WORK IN SUCH A MANNER TO ENSURE A MINIMUM

HINDRANCE TO AVIATION OPERATIONS. CONTRACTOR SHALL PROVIDE A

MINIMUM NOTICE OF 30 DAYS TO BASE AIRFIELD OPERATIONS FOR

ACCESS TO AN AIRCRAFT OPERATIONS AREA. PEDESTRIAN TRAFFIC AND

PRIVATELY OWNED VEHICLES SHALL NOT BE ALLOWED IN THE AIRCRAFT

OPERATIONS AREA. CONSTRUCTION ACTIVITY AFFECTING AIRCRAFT

MOVEMENT AREAS AND AIRFIELD SAFETY REQUIREMENTS SHALL BE

COORDINATED WITH BASE AIRFIELD OPERATIONS AND THE COR. NO

AIRCRAFT OPERATIONS AREA SHALL BE CLOSED WITHOUT APPROVAL

FROM BASE OPERATIONS.

3. DURING PERIODS OF LOW VISIBILITY, VEHICLES AND EQUIPMENT SHALL

BE IDENTIFIED BY AN APPROPRIATELY SIZED FLASHING OR STEADY

BURNING AMBER BEACON MOUNTED ON THE UPPER MOST PART OF THE

VEHICLE OR EQUIPMENT SUCH THAT IT IS CONSPICUOUS FROM ANY

DIRECTION INCLUDING FROM THE AIR. IF A VEHICLE OR PIECE OF

EQUIPMENT IS NOT FURNISHED WITH SUCH A BEACON, IT MUST BE

ESCORTED AT ALL TIMES INTO THE AIRCRAFT OPERATIONS AREA BY A

PROPERLY LIT VEHICLE.

4. SEE EQUIPMENT AND STOCKPILE HEIGHT NOTES ON GC006.

5. NOTICES TO AIRMEN (NOTAMS) SHALL BE ISSUED IN ACCORDANCE WITH

AC 150/5370-2F OPERATIONAL SAFETY ON AIRPORTS DURING

CONSTRUCTION, AND AC 150/5200-28D NOTICES TO AIRMEN FOR AIRPORT

OPERATORS. ALL NOTAMS SHALL BE COORDINATED WITH BASE AIRFIELD

OPERATIONS AND THE COR. THE NOTAM INFORMATION SHALL INCLUDE

PORTIONS OF THE AIRFIELD THAT ARE CLOSED OR DISPLACED, THE DATE

AND TIME OF THE BEGINNING AND ENDING OF WORK, AND THE DURATION

OF THE WORK.

6. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 30 DAYS TO BASE

AIRFIELD OPERATIONS REGARDING THE NEED FOR NOTICES TO AIRMEN

(NOTAMS). CONTRACTOR SHALL NOT COMMENCE WORK ACTIVITIES ON

AIRFIELD AREAS UNTIL APPROPRIATE NOTAMS HAVE BEEN ISSUED TO

IDENTIFY WORK ACTIVITIES.

7. CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING PAVEMENTS

TO REMAIN, AIRFIELD LIGHTING, NAVIGATIONAL AID (NAVAID) EQUIPMENT

AND ALL ASSOCIATED STRUCTURES AND UTILITIES. CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE COR IF CONSTRUCTION ACTIVITY DAMAGES

ITEMS OR DISRUPTS NAVAID EQUIPMENT. THE CONTRACTOR SHALL

REPAIR AND/OR REPLACE ANY DAMAGED NAVAID EQUIPMENT WITH

QUALIFIED TRADESMEN TO THE SATISFACTION OF THE COR AND AT NO

ADDITIONAL COST TO THE GOVERNMENT.

8. APRON CLEARANCE AREAS SHALL BE MARKED IN THE FIELD BY THE

CONTRACTOR, WITH APPROVAL FROM THE COR, TO SERVE AS AN AID TO

KEEP EQUIPMENT AND PERSONNEL FROM INADVERTENTLY ENTERING

THESE AREAS. CONTRACTOR SHALL REFER TO UFC 3-260-01 AND AFI

32-1042.

9. DEBRIS, WASTE, AND LOOSE MATERIALS CAPABLE OF CAUSING DAMAGE

TO AIRCRAFT SHALL NOT BE LEFT WITHIN ACTIVE AIRCRAFT

OPERATIONAL AREAS. CONTRACTOR IS REQUIRED TO IMMEDIATELY

CLEAN ANY DEBRIS CARRIED ONTO AIRFIELD FROM CONTRACTOR'S

EQUIPMENT OR OPERATIONS TO PREVENT FOREIGN OBJECT DAMAGE

(FOD). MATERIAL DROPPED WITHIN THESE AREAS SHALL BE

CONTINUOUSLY REMOVED BY APPROVED METHODS DURING WORKING

HOURS. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER

TO PREVENT MOVEMENT RESULTING FROM AIRCRAFT PROPWASH OR JET

BLAST. CONTRACTOR SHALL HAVE A FULLY OPERATIONAL VACUUM

TRUCK ON SITE AT ALL TIMES TO CLEAN ADJACENT AIRFIELD PAVEMENTS

ON A DAILY BASIS AND AS REQUIRED BY THE COR AND AIRFIELD

OPERATIONS.

10. NOT USED.

11. CONTRACTOR IS TO MAINTAIN PAVEMENT AND MARKINGS FOR AIRFIELD

ROADS, OVERRUN, AND TAXIWAY ALONG THE HAUL ROUTE.

MAINTENANCE OF PAVEMENT AND MARKINGS WILL BE AT THE EXPENSE

OF THE CONTRACTOR.

12. CONTRACTOR SHALL HAVE TWO WAY COMMUNICATIONS WITH TOWER AT

ALL TIME DURING CONSTRUCTION ACTIVITY CONTRACTOR'S SUPERVISOR

SHALL HAVE TWO WAY COMMUNICATIONS WITH ALL DRIVERS USING

NORTH HAUL ROAD ROUTE.

13. CONTRACTOR SHALL MAN THE EAST AIRFIELD GATE DURING

CONSTRUCTION ACTIVITIES. THE CONTRACTOR WILL BE ALLOWED TO

SECURE THE GATE IN A MEANS CONVENIENT, PROVIDED IT IS FULLY

LOCKABLE AND SECURITY FORCES HAVE ACCESS.

14. CONTRACTOR IS TO MOVE EQUIPMENT OUT THE CLEAR ZONE WHEN

OPERATION IS NOT PRESENT. EQUIPMENT SHALL BE STORED IN THE

PROJECT SITE OR LAYDOWN / STAGING AREA IF EQUIPMENT IS TO BE IDLE

FOR MORE THAN 48 HOURS.

15. CONTRACTORS SHALL SUBMIT IN WRITING, THROUGH THE COR, THE

TAXIWAY AND RUNWAY CLOSURE PLAN AND SCHEDULE 30 DAYS IN

ADVANCE OF THE WORK TO BE PERFORMED SO THAT BASE AND FLIGHT

OPERATION CAN COORDINATE. SUBMITTAL DOES NOT GUARANTEE

APPROVAL.

16. CONTRACTOR IS TO MOVE OUT OF THE QD ARCS SHOWN ON GC005 AS

MUNITIONS BECOME PRESENT. CONTRACTOR IS TO COORDINATE WITH

COR & FLIGHT OPS ON WHEN MUNITIONS SHALL BE PRESENT AS PART OF

WEEKLY MEETING.

17. CONTRACTOR TO COORDINATE WITH COR, BASE, CE OFFICER, AND

AIRFIELD OPERATIONS RELATED TO VIOLATIONS REQUIRING WAIVERS

FOR CONSTRUCTION: (WAIVERS TO BE OBTAINED BY HURLBURT FIELD

PRIOR TO NOTICE TO PROCEED EXCEPT FOR FAA 7460 RELAYED TO

CONTRACTOR'S CONSTRUCTION EQUIPMENT/CRANES/ETC IMPACTING

ITEM 1 BELOW.)

17.1. VERTICAL CONSTRUCTION UTILIZING CRANES TO ERECT LIGHT

POLES AND HANGAR, LIGHTING PROTECTION WILL VIOLATE 7H:1V

TRANSITIONAL SURFACE.

17.2. CONSTRUCTION VEHICLES UTILIZING HAUL ROUTES WILL VIOLATE

7H:1V TRANSITIONAL SURFACE.

17.3. CONSTRUCTION VEHICLES UTILIZING HAUL ROUTE WILL VIOLATE

PRIMARY SURFACE.

17.4. CONSTRUCTION VEHICLES UTILIZING HAUL ROUTE WILL VIOLATE

40H:1V APPROACH DEPARTURE CLEARANCE SURFACE.

17.5. CONSTRUCTION VEHICLES UTILIZING HAUL ROUTE WILL VIOLATE APZ.

17.6. CONSTRUCTION VEHICLES UTILIZING HAUL ROUTE WILL VIOLATE

MANDATORY FRANGIBLE ZONE.

17.7. CONSTRUCTION VEHICLES UTILIZING HAUL ROUTE WILL VIOLATE

TAXIWAY CLEARANCE DISTANCE.

ENVIRONMENTAL AND RESOURCE NOTES:

1. APPLICABLE PERMITTING REQUIREMENTS MUST BE SATISFIED IN

ACCORDANCE WITH 62-346 OF THE FLORIDA ADMINISTRATIVE CODE (FAC)

(ENVIRONMENTAL RESOURCE PERMITTING) AND THE NATIONAL

POLLUTANT DISCHARGE ELIMINATION SYSTEM (FAC 62-621).

COORDINATION WITH 96 CEG/CEVCE IS REQUIRED TO OBTAIN

STORMWATER AND UTILITY EXTENSION PERMITS, INCLUDING

CONSULTATION WITH THE NORTHWEST FLORIDA WATER MANAGEMENT

DISTRICT (NWFWMD) AND OTHER STATE, FEDERAL, AND LOCAL

REGULATING AGENCIES.

2. WATER PERMITS TO BE OBTAINED BY THE GOVERNMENT TO COMPLY

WITH SAFE DRINKING WATER ACT REGULATIONS: FLORIDA DEPARTMENT

OF ENVIRONMENTAL PROTECTION (FDEP) FORM 62-555.900(1)

APPLICATION FOR A SPECIFIC PERMIT TO CONSTRUCT PWS

COMPONENTS; AND 62-555.900(9) CERTIFICATION OF CONSTRUCTION

COMPLETION AND REQUEST FOR CLEARANCE TO PLACE PERMITTED PWS

COMPONENTS INTO OPERATION.

3. WASTEWATER PERMITS TO BE OBTAINED BY THE GOVERNMENT:

WASTEWATER, FDEP FORM 62-604.300(8)(A) NOTIFICATION/APPLICATION

FOR CONSTRUCTING A DOMESTIC WASTEWATER

COLLECTION/TRANSMISSION SYSTEM (DEPENDENT ON DESIGN), AND

FDEP FORM 62-604.300(8)(B) REQUEST FOR APPROVAL TO PLACE

WASTEWASTER SYSTEM INTO OPERATION.

4. NOT USED.

5. A STORMWATER POLLUTION PREVENTION PLAN IS REQUIRED UNDER THE

NPDES PERMIT BEFORE BEGINNING CONSTRUCTION ACTIVITIES.

HURLBURT FIELD WILL SUBMIT A NOTICE OF INTENT TO USE THE GENERIC

PERMIT FOR STORMWATER DISCHARGE UNDER THE NPDES PROGRAM

PRIOR TO PROJECT INITIATION ACCORDING TO SECTION 403.0885,

FLORIDA STATUTES. BEST MANAGEMENT PRACTICES (BMPS) SUCH AS

EROSION AND SEDIMENT CONTROLS AND STORMWATER MANAGEMENT

MEASURES WILL BE REQUIRED TO MINIMIZE EROSION AND STORMWATER

RUNOFF, AND TO REGULATE SEDIMENT CONTROL. THE PROPONENT WILL

ENSURE THAT THE DESIGN ENGINEER COORDINATES WITH BASE CE

COMPLIANCE ENGINEERING FOR FINAL STORMWATER DESIGN AND

PERMITTING. THERE ARE NO MITIGATION REQUIREMENTS FOR THE

WETLAND IMPACTS FOR THIS PROJECT AS THESE REQUIREMENTS WERE

PERMITTED AS PART OF THE FY18 CAPA PROJECT. THE WETLAND

CREDITS WERE INCLUDED IN THE ENVIRONMENTAL RESOURCE PERMIT

FOR THAT PROJECT. THE ERP FOR THE HANGAR PROJECT WILL BE

INCLUDED IN THIS PROJECT'S STORMWATER PERMITTING DOCUMENTS

FOR REFERENCE. WETLAND IMPACT MITIGATION REQUIREMENTS FOR

THIS PROJECT ARE SPECIFIED IN STATE OF FLORIDA ADMINISTRATIVE

CODE (F.A.C.) RULE 62-330 ENVIRONMENTAL RESOURCE PERMIT

0318613-004-EM/46 (MODIFIED 12 MAR 2019) AND U.S. ARMY CORPS OF

ENGINEERS CLEAN WATER ACT SECTION 404 PERMIT

AJ-3016-02855-SP-EPS (ISSUED 7 JAN 2019). THESE PERMITS WERE

OBTAINED BY THE MILCON CAPA PROJECT, INCLUDING THE SOF HANGAR.

BOTH PERMITS REQUIRE SPECIFIC CONDITIONS THAT MUST BE

FOLLOWED BY ALL CONTRACTORS OR SUB-CONTRACTORS PERFORMING

ANY ON-SITE WORK THROUGHOUT THE DURATION OF ALL COVERED

PROJECTS UNTIL COMPLETE. BOTH PERMITS REQUIRE

ENGINEERING CERTIFICATION AND AS-BUILT SUBMITTALS. THIS PROJECT

CAN NOT AFFECT ANY AREAS OUTSIDE THOSE DELINEATED AS PART OF

STATE PERMIT 0318613-004-EM/46 AND U.S. ARMY CORPS OF ENGINEERS

PERMIT SAJ-2016-02855-SP-EPS.SEE APPENDIX A OF THE SPECIFICATION

FOR THE DRAFT SWPPP.

6. WETLAND IMPACT MITIGATION REQUIREMENTS FOR THIS PROJECT ARE

SPECIFIED IN STATE OF FLORIDA ADMINISTRATIVE CODE (F.A.C.) RULE

62-330 ENVIRONMENTAL RESOURCE PERMIT 0318613-004-EM/46 (MODIFIED

12 MAR 2019) AND U.S. ARMY CORPS OF ENGINEERS CLEAN WATER ACT

SECTION 404 PERMIT SAJ-2016-02855-SP-EPS (ISSUED 7 JAN 2019). THESE

PERMITS WERE OBTAINED BY THE MILCON CONSTRUCTION SECTION OF

THE U.S. ARMY CORPS OF ENGINEERS AND COVER MULTIPLE PROJECTS

ASSOCIATED WITH THE FY18 MILCON CAPA PROJECT. BOTH PERMITS

REQUIRE THAT 48.52 MITIGATION CREDITS BE PURCHASED FROM THE

PENSACOLA BAY MITIGATION BANK TO OFFSET THE WETLAND IMPACTS

FOR THE MULTIPLE PROJECT GROUPING WHICH INCLUDES FTEV153009.

BOTH PERMITS REQUIRE SUBMITTAL OF THE MITIGATION CREDIT

DOCUMENTATION AND COMMENCEMENT NOTICES IN ADDITION TO MANY

OTHER SPECIFIC CONDITIONS THAT MUST BE FOLLOWED BY ALL

CONTRACTORS OR SUB-CONTRACTORS PERFORMING ANY ON-SITE

WORK THROUGHOUT THE DURATION OF ALL COVERED PROJECTS UNTIL

COMPLETE. BOTH PERMITS REQUIRE ENGINEERING CERTIFICATION AND

AS-BUILT SUBMITTALS. THIS DESIGN IS NOT EXPECTED TO AFFECT ANY

AREAS OUTSIDE THOSE DELINEATED AS PART OF STATE PERMIT

0318613-004-EM/46 AND U.S. ARMY CORPS OF ENGINEERS PERMIT

SAJ-2016-02855-SP-EPS."

7. RESIDUAL SOIL AND GROUND WATER CONTAMINATION MAY BE

ENCOUNTERED. SEE NOTES 8, 9, 10, AND 11. THE CONTRACTOR WILL BE

REQUIRED TO COMPLY WITH THE FOLLOWING REQUIREMENTS

THROUGHOUT CONSTRUCTION:

· THE CONTRACTOR WILL ADHERE TO APPLICABLE OSHA, STATE,

FEDERAL AND BASE REQUIREMENTS IF ANY UNKNOWN MATERIALS OR

CONTAMINANTS ARE UNCOVERED DURING THE SITE EXCAVATION

WORK. THIS INCLUDES PROTECTING ALL WORKERS AND SURROUNDING

POPULATIONS.

· THE CONTRACTOR WILL CONDUCT ALL TASKS IN A MANNER THAT DOES

NOT: CAUSE OR PROMOTE THE SPREAD OF CONTAMINATION AT THE

SITE; ALLOW FOR FUTURE RELEASE OF CONTAMINATION OR WASTE TO

OCCUR; OR CREATE CONDUITS FOR GROUNDWATER MIGRATION

BETWEEN CONTAMINATED AND UNCONTAMINATED AQUIFERS, OR

PORTIONS OF THEREOF.

· CONTRACTOR SHALL VERIFY THAT SOIL STOCKPILES ARE MANAGED

AND DISPOSED OF IN ACCORDANCE WITH THE SPECIFICATIONS AND

ERP. THE CONTRACTOR WILL IDENTIFY MEANS AND METHODS FOR

STOCKPILING, CHARACTERIZING, MANAGING, AND DISPOSING OF

CONTAMINATED SOIL, GROUNDWATER, AND OTHER WASTES

GENERATED DURING CONSTRUCTION.

· EXCESS SATISFACTORY SOIL GENERATED DURING CONSTRUCTION

ACTIVITIES SHALL BE USED ONSITE AS MUCH AS PRACTICALLY

POSSIBLE, AND WHEN NOT POSSIBLE, THE SOIL SHALL BE PROPERLY

STOCKPILED, PROPERLY CHARACTERIZED, AND PROPERLY DISPOSED

OF OFF-SITE.

8. THE AMU HANGAR AREA IS LOCATED WITHIN A CLOSED ENVIRONMENTAL

SITE (NO FURTHER ACTION), INSTALLATION RESTORATION SITES SS-130,

SS-132, AND AOC-131. NOTE THAT THERE IS A POSSIBILITY OF

ENCOUNTERING RESIDUAL GROUNDWATER AND SOIL CONTAMINATION.

DEWATERING IS NOT AUTHORIZED WITHOUT AN APPROVED DEWATERING

PLAN. IF DISCOVERED, SUSPICIOUS ODORS, ODD SOIL COLOR,

UNFAMILIAR LIQUIDS, BURIED MATERIALS, ETC. SHOULD BE REPORTED

TO JOE GOOTEE,OF HURLBURT FIELD ENVIRONMENTAL OFFICE AT

850-883-3351.

9. SAMPLES FROM BUILDINGS 90825 AND 99065 WERE FOUND TO CONTAIN

LEAD, AND SAMPLES FROM BUILDINGS 90731, 90825, AND 90809 WERE

FOUND TO CONTAIN ASBESTOS. ADDITIONAL HAZARDOUS MATERIALS

SUCH AS PCB-CONTAINING BALLASTS, MERCURY-CONTAINING

FLUORESCENT BULBS OR THERMOSTATS, AND/OR RADIOACTIVE SMOKE

DETECTORS MAY BE PRESENT IN ALL BUILDINGS TO BE DEMOLISHED AND

MUST BE REMOVED PRIOR TO DEMOLITION. REMOVAL, TRANSPORT, AND

DISPOSAL SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND

LOCAL REGULATIONS AND REQUIREMENTS AS WELL AS THE PROJECT

SPECIFICATIONS. SEE SECTIONS 02 82 00 ASBESTOS REMEDIATION, 02 83

00 LEAD REMEDIATION IMPACT THE PROJECT AREA. BUILDING 90809 TO

BE DEMOLISHED IS LOCATED IN THE EXISTING PROPULSION AREA.

BUILDING 90811 IS THE LARGE GUN ABUTMENT STRUCTURE AND, PER

THE EA NOTES, HAS BEEN REMEDIATED AND CLOSED, AND AVAILABLE

FOR UNRESTRICTED USE; HOWEVER, CONTRACTOR SHALL VERIFY THAT

ALL HAZARDOUS MATERIALS HAVE BEEN REMOVED. BUILDING 99104

AND 99065, ARE SMALL BUILDINGS IN THE PROPULSION AREA.

10. BUILDING 90731, TO BE DEMOLISHED, IS LOCATED WITHIN A REGULATED

INSTALLATION RESTORATION PROGRAM (IRP) SITE, SITE SS-125. WITH

SOIL AND/OR GROUNDWATER CONTAMINATION. MONITORING WELLS ARE

IN THE AREA (WITHIN SEVERAL FEET OF THE BUILDING) AND MUST BE

PROTECTED. IF WELLS ARE DAMAGED OR DESTROYED, THE

CONTRACTOR WILL BE RESPONSIBLE FOR FILING AN ABANDONMENT

PERMIT WITH THE STATE, AND REINSTALLING REPLACEMENT WELLS AT

THE CONTRACTOR'S EXPENSE. AN APPROVED ENVIRONMENTAL PLAN IS

REQUIRED PRIOR TO STARTING THE BUILDING DEMOLITION. CONTACT

JOE GOOTEE, 850-883-3351, FOR ASSISTANCE IN DEVELOPING A PLAN TO

ADDRESS ENVIRONMENTAL COMPLIANCE ISSUES.

11. BUILDING 90825, TO BE DEMOLISHED, IS LOCATED NORTHEAST OF AN

ACTIVE INSTALLATION RESTORATION PROGRAM (IRP) SITE (SS-216).

THERE IS A POSSIBILITY OF ENCOUNTERING CONTAMINATED

SOIL/GROUNDWATER. DEWATERING IS NOT AUTHORIZED WITHOUT AN

APPROVED DEWATERING PLAN. AVOID AND PROTECT ALL EXISTING

MONITORING WELLS DURING DEMOLITION AND OTHER ACTIVITIES AND

REPORT SUSPICIOUS ODORS, ODD SOIL COLOR, SHEENS, UNFAMILIAR

LIQUIDS, BURIED MATERIALS ETC. TO MR. JOE GOOTEE, 850-883-3351, IF

THEY ARE DISCOVERED.

12. CONTRACTOR TO NOTIFY STATE OF FLORIDA 10 DAYS IN ADVANCE OF

DEMOLITION ACTIVITIES INCLUDING LEAD BASED PAINT AND ASBESTOS.

SEE SPECIFICATION 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS -

HURLBURT STANDARD.

13. EASTERN INDIGO SNAKE PROTECTION MEASURES AND

INSPECTION: CONTRACTOR SHALL COMPLY WITH U.S. FISH AND WILDLIFE

SERVICE'S “STANDARD PROTECTION MEASURES FOR THE EASTERN

INDIGO SNAKE” DATED AUGUST 12, 2013, AS REQUIRED IN THE APPROVED

WETLAND PERMIT. ALL GOPHER TORTOISE BURROWS, ACTIVE OR

INACTIVE, SHALL BE EVACUATED PRIOR TO SITE MANIPULATION IN THE

VICINITY OF THE BURROW. IF EXCAVATING POTENTIALLY OCCUPIED

BURROWS, ACTIVE OR INACTIVE, INDIVIDUALS MUST FIRST OBTAIN STATE

AUTHORIZATION VIA A FLORIDA FISH AND WILDLIFE CONSERVATION

COMMISSION (FWC) AUTHORIZED GOPHER TORTOISE AGENT PERMIT.

THE EXCAVATION METHOD SELECTED SHALL MINIMIZE THE POTENTIAL

FOR INJURY OF AN INDIGO SNAKE. THE PERMITTEE SHALL FOLLOW THE

EXCAVATION GUIDANCE PROVIDED IN THE MOST CURRENT FWC GOPHER

TORTOISE PERMITTING GUIDELINES FOUND AT

HTTP://MYFWC.COM/GOPHERTORTOISE. IF AN INDIGO SNAKE IS

ENCOUNTERED, THE SNAKE MUST BE ALLOWED TO VACATE THE AREA

PRIOR TO ADDITIONAL SITE MANIPULATION IN THE VICINITY. HOLES,

CAVITIES, AND SNAKE REFUGIA OTHER THAN GOPHER TORTOISE

BURROWS SHALL BE INSPECTED EACH MORNING BEFORE PLANNED SITE

MANIPULATION OF A PARTICULAR AREA, AND IF OCCUPIED BY AN INDIGO

SNAKE, NO WORK SHALL COMMENCE UNTIL THE SNAKE HAS VACATED

THE VICINITY OF THE PROPOSED WORK.

14. EXISTING SUBSURFACE PIPING MAY BE ENCOUNTERED IN THE VICINITY

OF ENVIRONMENTAL SITE AOC-131. SEE DRAWINGS V-100 AND CD100 FOR

LOCATION OF AOC-131.

CONSTRUCTION SEQUENCE NOTES:

1. INSTALL REQUIRED TRAFFIC CONTROL DEVICES. PLACE BARRICADES

DAILY AS REQUIRED FOR ROAD CLOSURES. TAXIWAY CLOSURES AND

BARRICADES SHALL BE REMOVED PRIOR TO THE OPENING OF THE

AIRFIELD, UNLESS APPROVED BY THE COR.

2. CLEAR SITE, INSTALL EROSION CONTROL MEASURES ACCORDING TO THE

APPROVED EROSION CONTROL PLAN, GRUB THE CONSTRUCTION SITE

WITHIN THE LIMITS SHOWN. SEE CIVIL DEMOLITION SHEETS FOR

CLEARING LIMITS.

3. CONSTRUCT BERM ALONG THE NORTH AND WEST LIMITS OF THE

CONSTRUCTION AREA, SEE CG301.

4. SEE GEOTECHNICAL SHEETS AND SPECIFICATION 31 00 00 EARTHWORK

FOR ADDITIONAL DETAILS FOR THE CONSTRUCTION BERM.

5. REMOVE MUCK MATERIAL IN ACCORDANCE WITH SECTION 31 00 00

EARTHWORK AND DRAWING CG305.

6. BEGIN STRUCTURAL FILL PLACEMENT FOR HANGAR AND AMU SITE WORK

AS SHOWN ON CG301 - CG306. SEE GEOTECHNICAL SHEETS AND

SPECIFICATION 31 00 00 EARTHWORK FOR SETTLEMENT AND

COMPACTION REQUIREMENTS.

7. COMPLETE EARTHWORK AND GRADING FOR PROPOSED HANGAR AND

AMU BUILDING, APRON, AND POV PARKING AREAS AS ONE MASS GRADING

ELEMENT. SCHEDULE TO INCLUDE 30 DAY HOLD PERIOD AFTER

COMPLETION OF FILL/SUBGRADE MATERIALS TO MONITOR SITE

SETTLEMENT. EXCAVATION FOR FOUNDATIONS MAY OCCUR DURING

HOLD PERIOD BUT NO PLACEMENT OF CONCRETE FOUNDATIONS MAY

OCCUR WITHOUT APPROVAL OF COR BASED ON SETTLEMENT

MONITORING DATA AND APPROVAL OF CONTRACTORS GEOTECHNICAL

ENGINEER.

8. INSTALL UNDERGROUND UTILITIES. SEE ELECTRICAL AND UTILITY

SHEETS FOR ADDITIONAL DETAILS ON INSTALLATION OF UTILITIES.

9. CONSTRUCT PROPOSED BUILDING AFTER FOUNDATIONS HAVE BEEN

COMPLETED, SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR

ADDITIONAL DETAILS.

10. INSTALL ASPHALT AND PCC PAVEMENT ASSOCIATED WITH THE

PROPOSED GSE PAVEMENT AND POV PAVEMENTS.

11. COORDINATE PHASING OF ACCESS APRON AND BID OPTION AIRCRAFT

APRON WITH FY18 CAPA PROJECT CONSTRUCTION. IF CAPA IS COMPLETE

AND OPERATIONAL, COORDINATE INSTALLATION OF LOW PROFILE

BARRICADES ON THE CAPA SHOULDER AREA AND REDUCED OPERATIONS

TO ALLOW CONSTRUCTION WITHIN 125 FEET OF THE CAPA TAXILANE

CENTERLINE, SEE DRAWING GC005. WORK INCLUDES GRADING, WATER

AND SEWER FORCE MAIN DEMOLITION, CONCRETE AND ASPHALT PAVING,

JOINT SEALING AND PAVEMENT STRIPING.

12. INSTALL FINAL PAVEMENT MARKING ASSOCIATED WITH ALL SITE

PAVEMENTS.

13. SOD ALL DISTURBED AREAS AND INSTALL TEMPORARY IRRIGATION.

14. REMOVE TEMPORARY TRAFFIC CONTROL SIGNAGE.

15. REMOVE TEMPORARY IRRIGATION AT THE END OF THE

ESTABLISHMENT PERIOD.

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