N6274222R1306_AMD06.pdf

ACQR5898351

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

RFP N62742-22-R-1306

FY19 MCAF P-9030/PAF189030 APSI - CARGO PAD WITH TAXIWAY EXTENSION

FY19 MCAF P-9040/PAF189040 APSI - MAINTENANCE SUPPORT FACILITY

FY20 MCAF P-9010/PAF189010 APSI - FUEL TANKS WITH RECEIPT PIPELINE & HYDRANT SYSTEM

FY20 MCAF P-9021/PAF189021 APSI -AIRFIELD DEVELOPMENT PHASE 1 - ROADS

TINIAN INTERNATIONAL AIRPORT, TINIAN, CNMI

Continued on Page 2

1. CONTRACT ID CODE PAGE OF PAGES

1 3

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 05-Apr-2022

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X N6274222R1306

X 9B. DATED (SEE ITEM 11)

07-Dec-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

05-Apr-2022

CODE

NAVFAC PACIFIC

CONSTRUCTION CONTRACTS BR (CODE ACQ33)

258 MAKALAPA DR STE 100

PEARL HARBOR HI 96860-3134

N62742 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N6274222R1306

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text:

SECTION 00 01 15 LIST OF DRAWINGS

PARA 1.2 CONTRACT DRAWINGS

1.2.1 Part B List of Drawings

The following drawings are revised and accompany this Amendment:

NAVFAC

DWG NO.

DRAWING

SHEET NO.

CHANGE

NO.

TITLE

17230745 G-101 1 CONSTRUCTION PHASING NOTES

17230746 G-102 1 CONSTRUCTION PHASING – PHASE 1

17230747 G-103 1 CONSTRUCTION PHASING – PHASE 2 WORK AREA B

17230766 G-103A 1 CONSTRUCTION PHASING – PHASE 2 WORK AREA C

17230748 G-104 1 CONSTRUCTION PHASING – PHASE 3

17230749 G-105 1

CONSTRUCTION PHASING PLANS – RELOCATED

THRESHOLD – 1 OF 3

17230750 G-106 1

CONSTRUCTION PHASING PLANS – RELOCATED

THRESHOLD – 2 OF 3

17230751 G-107 1

CONSTRUCTION PHASING PLANS – RELOCATED

THRESHOLD – 3 OF 3

17230753 G-109 1 NEW RUNWAY PAVEMENT MARKING PLAN – 1 OF 3

17230754 G-110 1 NEW RUNWAY PAVEMENT MARKING PLAN – 2 OF 3

17230755 G-111 1 NEW RUNWAY PAVEMENT MARKING PLAN – 3 OF 3

17230767 G-112 1 TEMPORARY FENCE ON PAVEMENT DETAILS

17230768 G-113 1 TEMPORARY FENCE ON GRASS DETAILS

1.2.3 Part D List of Drawings

The following drawings are revised and accompany this Amendment:

NAVFAC

DWG NO.

DRAWING

SHEET NO.

CHANGE

NO.

TITLE

17256498 G-002 1 SHEET INDEX

17256503 G-103 1 CONSTRUCTION SAFETY PHASING PLAN (CSPP)

17267155 G-104 1 TEMPORARY FENCE ON PAVEMENT DETAILS

17267156 G-105 1

FOD SIGN & TEMPORARY FENCE ON GRASS

DETAILS

17256585 CS401 1 ENLARGED SITE PLAN – TRUCK FILLSTAND

17256620 SB103 1 FOUNDATION PLAN – GENERATOR BUILDING

PART A: GENERAL REQUIREMENTS

SPECIFICATION

SECTION

CHANGE

NO.

TITLE

01 35 13 1 SPECIAL PROJECT PROCEDURES

N6274222R1306

SECTION 01 35 13 SPECIAL PROJECT PROCEDURES

Delete the section in its entirety and replace it with the attached Section 01 35 13, Amendment 0006. The Federal Aviation Administration CSPP Conditional Approval Letter was added. The Construction Safety and Phasing Plan FY20 MCAF P-9010/PAF189010 APSI – Fuel Tanks with Receipt Piping & Hydrant System, dated September 10, 2021, and Construction Safety and Phasing Plan FY19 MCAF P-9030/PAF189030 APSI Cargo Pad with Taxiway Extension, dated September 10, 2021, were replaced with the Construction Safety and Phasing Plan FY19 MCAF P-9030/PAF189030 APSI Cargo Pad with Taxiway Extension, FY20 MCAF P-9010/PAF189010 APSI Fuel Tanks with Receipt Piping & Hydrant System, FY19 MCAF P-9040/PAF189040 APSI Maintenance Support Facility, dated 10 December 2021.

(End of Summary of Changes)

1 2 3 4 5

D

C

B

A

1 2 3 4 5

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

AS SHOWN

1581694

FIRE PROTECTION

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102

A/E INFO

D

C

B

A

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274218F0340

JEG NO. WFXO6305

DRAWFORM REVISION: 30 APR 2015

DATE

JNP KWA JNP

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

CN

KY

K. YOSHIMOTO

JC

G-101

C O

N S

TR

U

C

TI

O N

P H

A S

IN

G

N O

TE

S

17230745

PHASE III RESTRICTIONS (CONT):

3. WORK AREA D - THIS WORK AREA IS FOR CONSTRUCTION COMPLETION OF TAXIWAY

BRAVO AND MUST BE ACCOMPLISHED AFTER THE RUNWAY 26 THRESHOLD HAS BEEN

REPLACED IN ITS ORIGINAL LOCATION. THIS WORK REQUIRES UTILIZATION OF TAXIWAY

CLOSURE MARKERS AND LOW-PROFILE BARRICADES. THIS WORK REQUIRES AOA ACCESS,

ALL REQUIREMENTS FOR AOA ACCESS AND WORK APPLY.

4. TAXIWAY ALPHA WILL BE CLOSED EAST OF TAXIWAY DELTA TO RUNWAY 26.

5. CONTRACTOR IS REQUIRED TO ACCESS CONSTRUCTION SITE FROM BROADWAY AVENUE

DURING PHASE III CONSTRUCTION. THE CONTRACTOR MUST NOT CROSS THE

ACTIVE RUNWAY.

AREAS AND OPERATIONS AFFECTED BY CONSTRUCTION ACTIVITY

IDENTIFICATION OF EFFECTED AREAS:

1. PHASE I OCCURS NORTH OF RUNWAY 8-26 ROFA AS SHOWN ON THE CONSTRUCTION

PHASING - PHASE 1 DRAWING, G-102.

2. PHASE II OCCURS ACROSS RUNWAY 8-26 AND TIE INTO TAXIWAY A AS SHOWN

ON THE CONSTRUCTION PHASING - PHASE 2 DRAWING, G-103.

3. PHASE III OCCURS AT THE TAXIWAY B/TAXIWAY A JUNCTURE AS SHOWN ON THE

CONSTRUCTION PHASING - PHASE 3 DRAWING, G-104.

MITIGATION OF EFFECTS

1. PHASE I WORK AREA A IS OUTSIDE OF THE AOA. THERE ARE NO RESTRICTIONS FOR WORK

OUTSIDE OF AOA.

2. PHASE II REQUIRES AOA ACCESS, ALL REQUIREMENTS FOR AOA ACCESS AND

WORK APPLY. WORK WILL BE COMPLETED WITHIN THE RUNWAY 8-26 ROFA UNDER A

RELOCATED THRESHOLD SCENARIO.

3. PHASE III REQUIRES AOA ACCESS, ALL REQUIREMENTS FOR AOA ACCESS AND

WORK APPLY.

NAVIGATION AID (NAVAID) PROTECTION

1. NOT APPLICABLE.

CONTRACTOR ACCESS

ACCESS AND STAGING AREAS

1. CONTRACTOR ACCESS ROUTES ARE SHOWN ON SHEET G-100. CONTRACTOR

STAGING AREA SHOWN ON SHEETS G-102 THROUGH G-104 ON THE CONSTRUCTION

PHASING PLANS.

VEHICLE AND PEDESTRIAN OPERATIONS

1. CONTRACTOR PERSONNEL REQUIRING AOA ACCESS MUST COMPLY WITH THE

AIRPORT'S BADGING PROCEDURES.

2. INDIVIDUALS IDENTIFIED BY THE CONTRACTOR TO WORK WITHIN THE AOA MUST

UNDERGO TRAINING TO COMPLY WITH THE AIRPORT'S RULES FOR GROUND

VEHICLE OPERATIONS AND WILL BE RESPONSIBLE FOR MAINTAINING COMPLIANCE.

3. ENTRY GATES MUST BE LOCKED AT ALL TIMES. IN THE EVENT THAT THE GATES NEED

TO BE OPENED FOR AN EXTENDED PERIOD OF TIME, THE GATES MUST BE MANNED.

4. THE CONTRACTOR MUST PROVIDE AN ESCORT TRAINED BY THE AIRPORT FOR ALL

VEHICLES REQUIRING ACCESS TO THE AOA.

5. THE CONTRACTOR'S PERSONNEL AND EQUIPMENT MUST STAY WITHIN THE INDICATED

STAGING AREA, HAUL ROUTE(S), AND PHASE AS INDICATED FOR EACH PHASE.

6. THE CONTRACTOR MUST MAINTAIN CONTROL OF ALL PERSONNEL AND EQUIPMENT TO

PREVENT UNAUTHORIZED ENTRY OF PERSONS OR VEHICLES FROM ENTERING THE AOA.

7. THE CONTRACTOR'S VEHICLES MUST BE MARKED AND LIGHTED IN ACCORDANCE WITH

FAA AC 150/5370-2 (LATEST EDITION) AND 150/5210-5 (LATEST EDITION) AT ALL TIMES WHILE

ON THE PROJECT SITE. THIS MUST INCLUDE A FLAG ON A STAFF ATTACHED TO THE VEHICLE

SO THAT THE FLAG WILL BE READILY VISIBLE. THE FLAG MUST BE AT LEAST A (0.9 METER BY

0.9 METER) SQUARE HAVING A CHECKERED PATTERN OF INTERNATIONAL ORANGE AND

WHITE SQUARES AT LEAST 300MM ON EACH SIDE. CONSTRUCTION VEHICLES MUST BE

EQUIPPED WITH A YELLOW FLASHING LIGHT MEETING THE REQUIREMENTS OF FAA AC

150/5210-5 (LATEST EDITION) DURING PERIODS OF LOW VISIBILITY AS DETERMINED BY THE

CONTRACTING OFFICER.

RADIO COMMUNICATIONS

1. WHEN WORKING WITHIN THE AOA, BADGED AND TRAINED INDIVIDUALS ARE

RESPONSIBLE FOR MONITORING THE AIRPORT'S COMMON TRAFFIC ADVISORY

FREQUENCY (CTAF) 123.6 MHZ. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING

AN ADEQUATE NUMBER OF RADIOS FOR HIS PERSONNEL.

WILDLIFE MANAGEMENT

1. CONTRACTOR MUST CAREFULLY CONTROL AND CONTINUOUSLY REMOVE TRASH,

WASTE, OR LOOSE MATERIALS THAT MAY ATTRACT WILDLIFE.

2. IF STOCKPILES OR STORED MATERIALS ARE FOUND TO BE A WILDLIFE ATTRACTANT, THE

CONTRACTOR MUST IMPLEMENT MITIGATION MEASURES AS DIRECTED BY THE

CONTRACTING OFFICER.

3. THE CONSTRUCTION SITE MUST BE GRADED TO MAINTAIN POSITIVE DRAINAGE

ALWAYS TO ELIMINATE AREAS OF STANDING WATER.

4. CONTRACTOR IS RESPONSIBLE FOR MOWING WITHIN THE PROJECT WORK LIMITS.

GRASS MUST NOT EXCEED 15cm IN HEIGHT.

5. CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ALL FENCES AND GATES INSTALLED

AS PART OF THEIR CONTRACT, IN SUFFICIENTLY GOOD CONDITION TO PREVENT PASSAGE

OF WILDLIFE INTO THE AOA.

6. CONTRACTOR WILL MONITOR FOR ANY DISRUPTIONS OF EXISTING WILDLIFE HABITAT THAT

TAKES PLACE.

7. CONTRACTOR TO CONTINUOUSLY MONITOR THE AOA FENCE FOR POTENTIAL ENTRY POINTS

FOR WILDLIFE.

FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT

1. THE PERIMETER OF THE CONSTRUCTION SITE AND ALL HAUL ROUTES MUST BE

CONTINUOUSLY MONITORED BY THE CONTRACTOR TO ENSURE THE TEMPORARY

BARRICADES ARE PER PLAN AND TO ENSURE NO FOD HAZARD IS PRESENT.

2. FOD SIGNS MUST BE INSTALLED AT CONSTRUCTION AIRFIELD POINTS OF ENTRY FOR FOD

CHECKS WHEN VEHICULAR TRAFFIC IS NEAR AND WILL BE ENTERING THE AIRFIELD.

3. A FOD CHECK MUST BE PERFORMED ON ALL VEHICLES ENTERING ACTIVE AIRFIELD

PAVEMENTS. DRIVERS WILL BE RESPONSIBLE FOR A VISUAL INSPECTION

OF ALL TIRES AND FOR REMOVING MUD AND OTHER DEBRIS PRIOR TO PROCEEDING ON

ACTIVE PAVEMENT.

FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT (CONT.)

4. CONTRACTOR IS RESPONSIBLE FOR THE EFFORT AND COST OF IMMEDIATE

CLEANING OF PAVEMENT WHERE EQUIPMENT CROSSES ACTIVE PAVEMENTS.

THE CONTRACTOR MUST USE A POWER SWEEPER TO CONTINUOUSLY

MAINTAIN A FOD FREE ENVIRONMENT.

5. WATER MUST BE USED AS A DUST CONTROL MEASURE AS NEEDED OR AS

DIRECTED BY THE CONTRACTING OFFICER. IF, IN THE OPINION OF THE

CONTRACTING OFFICER OR AIRPORT, DUST FROM CONSTRUCTION ACTIVITIES

CREATES A NUISANCE OR LIMITED VISIBILITY CONDITION FOR OPERATIONS,

CONSTRUCTION ACTIVITY WILL CEASE UNTIL THE DUST HAS BEEN MITIGATED

BY SPRINKLING ACTIVITIES TO THE SATISFACTION OF THE CONTRACTING

OFFICER OR AIRPORT. TIME LOST DUE TO WORK STOPPAGE FOR THIS

ACTIVITY WILL NOT CONSTITUTE AN EXTENSION OF CONTRACT TIME.

HAZMAT MANAGEMENT

1. THE CONTRACTOR MUST PROVIDE TO THE CONTRACTING OFFICER

MANAGEMENT PROCEDURES FOR FUEL DELIVERIES, EQUIPMENT FUELING,

AND SPILL RECOVERY PROCEDURES PRIOR TO WORK BEGINNING ON THE

PROJECT.

NOTIFICATION OF CONSTRUCTION ACTIVITIES

A LIST OF RESPONSIBLE REPRESENTATIVES/POINTS OF CONTACT:

TINIAN AIRPORT:

OPERATIONS: ANTONIO L BORJA 1(670) 433-9294

DISPATCH: AIRPORT ADVISORY STATION 1(670) 433-9295

CONTRACTOR:

PROJ. MANAGER: TBD PHONE NUMBER

PROJ. FOREMAN: TBD PHONE NUMBER

SAFETY OFFICER: TBD PHONE NUMBER

NOTICE TO AIRMEN (NOTAM):

PRIMARY: ANTONIO L BORJA 1(670) 433-9294

SECONDARY: NATASHA MORGAN 1(670) 433-9295

EMERGENCY NOTIFICATION PROCEDURES:

PRIMARY: ANTONIO L BORJA 1(670) 433-9294

SECONDARY: GERALD CRISOSTOMO 1(670) 433-9294

COORDINATION WITH ARFF PERSONNEL:

PRIMARY: ASST. CHIEF JOHN MITHNOY 1(670) 433-9303

SECONDARY: CAPTAIN JOHN BARCINAS 1(670) 433-9296

NOTIFICATION TO THE FAA:

PRIMARY: RONSON FOX (808) 312-6032

SECONDARY: WILLIAM BROWN (808) 312-6034

INSPECTION REQUIREMENTS

1. THE CONTRACTING OFFICER, TINIAN AIRPORT OPERATIONS AND

CONTRACTOR'S SAFETY OFFICER MUST CONDUCT DAILY INSPECTIONS OF

THE PROJECT SITE TO ENSURE ALL SAFETY REQUIREMENTS IN THE

CONTRACT DOCUMENTS ARE MET.

2. PROJECT AREAS TO BE RE-OPENED AFTER A CLOSURE MUST BE

INSPECTED AND APPROVED BY THE CONTRACTING OFFICER AND TINIAN

AIRPORT OPERATIONS PRIOR TO RE-OPENING.

3. A FINAL INSPECTION FOR EACH PHASE MUST INCLUDE THE CONTRACTING

OFFICER, TINIAN AIRPORT OPERATIONS AND CONTRACTOR'S SAFETY

OFFICER AND MUST BE SCHEDULED WITH 7 DAYS NOTICE.

4. CPA FLIGHT SERVICE MUST BE NOTIFIED AND ALLOWED TO PARTICIPATE IN

INSPECTION ACTIVITIES AS THEY DEEM APPROPRIATE.

5. ANY PART 139 DEFICIENCIES REQUIRE IMMEDIATE ATTENTION WHETHER

CAUSED BY NEGLIGENCE, OVERSIGHT, OR PROJECT SCOPE CHANGE.

UNDERGROUND UTILITIES

1. CONTRACTOR MUST PROVIDE TO THE CONTRACTING OFFICER, CPA FLIGHT

SERVICE AND TINIAN AIRPORT OPERATIONS, MEANS OF LOCATING AND

IDENTIFYING ALL UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS

IF EXCAVATION IS NECESSARY.

2. CONTRACTOR MUST PROVIDE TO THE CONTRACTING OFFICER, CPA FLIGHT

SERVICE AND TINIAN AIRPORT OPERATIONS, MEANS OF PROTECTING ALL

UNDERGROUND UTILITIES IN THE PROJECT WORK AREAS.

3. CONTRACTOR MUST PROVIDE TO THE CONTRACTING OFFICER, CPA FLIGHT

SERVICE AND TINIAN AIRPORT OPERATIONS, MEANS OF PROTECTING THE

FAA BACKUP EMERGENCY COMMUNICATION SYSTEM (BUEC) LOCATED

NEAR THE ARFF STATION. THE BUEC SYSTEM COMMUNICATES WITH SAIPAN

TOWER AND THE ELECTRONIC SIGNAL MUST BE PRESERVED.

4. CONTRACTOR MUST PROVIDE TO THE CONTRACTING OFFICER, CPA FLIGHT

SERVICE AND TINIAN AIRPORT OPERATIONS, MEANS OF REPORTING AND

REPAIRING ALL UNDERGROUND UTILITY DAMAGES IN PROJECT WORK AREAS.

5. CONTRACTOR MUST PROVIDE TO THE CONTRACTING OFFICER, CPA FLIGHT

SERVICE AND TINIAN AIRPORT OPERATIONS, UTILITY OWNER AND

EMERGENCY CONTACT INFORMATION PRIOR TO STARTING ANY EXCAVATION.

PENALTIES FOR VIOLATIONS

1. 1ST OFFENSE: WRITTEN WARNING OF VIOLATION.

2. 2ND OFFENSE: 30-DAY SUSPENSION OF MOVEMENT AREA PRIVILEGES.

3. 3RD OFFENSE: PERMANENT REVOCATION OF MOVEMENT AREA PRIVILEGES.

SPECIAL CONDITIONS

1. LOW PROFILE BARRICADES DENOTE THE LIMITS OF CONSTRUCTION WHEN

ADJACENT TO ACTIVE PAVEMENTS AND PROVIDE A LEVEL OF SAFETY FOR

PERSONNEL WITHIN THE PROJECT WORK AREAS. PHASES II AND III WILL

HAVE AIRCRAFT TAXIING NEAR THE WORK AREA, CONTRACTOR TO ESTABLISH

STANDARD OPERATIONAL PROCEDURES (SOP) FOR PERSONNEL IN THESE

AREAS. THIS SOP MUST BE REVIEWED AND APPROVED BY THE CONTRACTING

OFFICER AND WILL REQUIRE TRAINING FOR ALL INDIVIDUALS ACCESSING

THESE AREAS.

RUNWAY AND TAXIWAY VISUAL AIDS

1. FOR RUNWAY CLOSURES, RAISED LIGHTED RUNWAY CLOSURE

MARKERS MUST BE PLACED AT BOTH ENDS OF THE RUNWAY

DIRECTLY OVER THE RUNWAY DESIGNATION MARKINGS.

2. FOR TAXIWAY CLOSURES, LOW LEVEL BARRICADES MUST BE

PLACED FULLY ACROSS THE TAXIWAY PAVEMENT INCLUDING

SHOULDER PAVEMENT. BARRICADES MUST BE SECURED IN PLACE

TO PREVENT MOVEMENT BY HIGH WINDS OR PROP WASH.

MARKING AND SIGNS FOR ACCESS ROUTES

1. ACCESS ROUTES ARE LIMITED TO HAUL ROUTES DESIGNATED IN

THE PHASED AREAS OF CONSTRUCTION.

2. APPROPRIATE MARKING AND SIGNAGE WILL BE REVIEWED BY THE

AIRPORT PRIOR TO ANY WORK IN THE PHASED AREA.

3. APPROPRIATE LIGHTING WILL BE REQUIRED IF THE CONTRACTOR

INTENDS ON WORKING DURING NIGHTTIME HOURS.

HAZARD MARKING AND LIGHTING

1. DESCRIPTION - LIGHTED BARRICADES MUST BE UTILIZED TO

DENOTE HAZARDS, CLOSED AREAS, OPEN EXCAVATIONS, AND

DELINEATE WORK AREAS, RE: C1/G-108. RUNWAY CLOSURES MUST

UTILIZE RAISED RUNWAY LIGHTED CLOSURE MARKERS WHEN THE

RUNWAY IS CLOSED FOR CONSTRUCTION ACTIVITIES, RE: B3/G-108.

2. LOCATIONS - SEE CONSTRUCTION PHASING PLAN SHEETS G-102

THROUGH G-107.

3. MAINTENANCE - CONTRACTOR IS RESPONSIBLE FOR DAILY

INSPECTIONS AND MAINTENANCE OF ALL HAZARD MARKING AND

LIGHTING APPURTENANCES.

4. RESPONSIBLE INDIVIDUAL - THE CONTRACTOR'S SAFETY OFFICER

AS IDENTIFIED IN SECTION 8 MUST BE RESPONSIBLE FOR ALL

HAZARD MARKING AND LIGHTING.

WORK ZONE LIGHTING FOR NIGHTTIME CONSTRUCTION

1. IF THE CONTRACTOR ANTICIPATES WORKING DURING NIGHTTIME

HOURS, THE CONTRACTOR MUST PROVIDE TO THE CONTRACTING

OFFICER A LIGHTING PLAN 10 DAYS PRIOR TO COMMENCING WORK

AT NIGHT. LIGHTING MUST BE PLACED IN A MANNER TO NOT

CREATE A SAFETY HAZARD TO AIRCRAFT IN TAXI OR IN FLIGHT.

PROTECTION OF RUNWAY AND TAXIWAY SAFETY AREAS

1. RUNWAY SAFETY AREA (RSA) - NO CONSTRUCTION CAN OCCUR

WITHIN THE RUNWAY 8-26 RSA WHILE THE RUNWAY IS OPERATIONAL.

CONSTRUCTION FLAGS MAY BE PLACED AT 30-METER INTERVALS TO

VISUALLY SHOW THE RSA LIMITS. FOR PHASE II, THE RUNWAY 26 RSA

WILL BE MOVED DUE TO THE THRESHOLD RELOCATION, WHICH WILL

BE ACCOMPLISHED OVER A SINGLE 12-HOUR CLOSURE.

2. RUNWAY OBJECT FEE AREA (ROFA) - CONSTRUCTION MAY OCCUR

WITHIN THE RUNWAY 8-26 OFA WHILE THE RUNWAY IS OPERATIONAL.

CONSTRUCTION EQUIPMENT, HOWEVER, MUST BE REMOVED FROM

THE ROFA WHEN NOT IN USE AND MATERIAL MUST NOT BE

STOCKPILED IN THE ROFA. THIS PROJECT PLACES THE LIMIT OF

CONSTRUCTION AT THE ROFA BOUNDARY TO MITIGATE POTENTIAL

PENETRATIONS INTO THE RSA DURING CONSTRUCTION.

3. TAXIWAY SAFETY AREA (TSA) - CONSTRUCTION ACTIVITIES WITHIN

THE TSA MUST NOT OCCUR UNLESS THE TAXIWAY IS CLOSED TO

AIRCRAFT OPERATIONS.

4. TAXIWAY OBJECT FREE AREA (TOFA) - CONSTRUCTION ACTIVITIES

WITHIN THE TOFA MUST NOT OCCUR UNLESS THE TAXIWAY IS

CLOSED TO AIRCRAFT OPERATIONS.

5. OBSTACLE FREE ZONE (OFZ) - CONSTRUCTION PERSONNEL,

EQUIPMENT, AND MATERIAL MAY NOT PENETRATE THE OFZ WHILE

THE RUNWAY IS OPERATIONAL. BASED ON THE LOCATION OF THE

PROPOSED CONSTRUCTION ACTIVITIES IT IS NOT ANTICIPATED THAT

THE CONTRACTOR WILL PENETRATE THE OFZ.

6. RUNWAY APPROACH / DEPARTURE SURFACES - ALL CONSTRUCTION

PERSONNEL, EQUIPMENT, AND MATERIAL MUST REMAIN CLEAR OF

THE THRESHOLD SITING SURFACES. BASED ON THE LOCATION OF

THE PROPOSED CONSTRUCTION ACTIVITIES IT IS NOT ANTICIPATED

THAT THE CONTRACTOR WILL PENETRATE THE RUNWAY APPROACH /

DEPARTURE SURFACES.

OTHER LIMITATIONS ON CONSTRUCTION

1. THE CONTRACTOR MUST MAINTAIN THE AIRFIELD SECURITY 24

HOURS A DAY. THE NEW AIRFIELD PERIMETER FENCE MUST BE

INSTALLED AND APPROVED BEFORE THE TEMPORARY AOA FENCE IS

REMOVED. THE CONTRACTOR MUST PROVIDE SECURITY

GUARDS AT ANY GATES THAT THE CONTRACTOR UTILIZES FOR

ACCESS TO AN ACTIVE AOA. THE GATES MUST BE LOCKED WHEN

NOT MANNED.

2. THE CONTRACTOR MUST REFERENCE THE DRAFT CONSTRUCTION

SAFETY AND PHASING PLANS (CSPP) IN THE CONTRACT DOCUMENTS.

THE CONTRACTOR IS REQUIRED TO PREPARE AND SUBMIT A SAFETY

PLAN COMPLIANCE DOCUMENT (SPCD) THAT MEETS FAA ADVISORY

CIRCULAR 150-5370-2 REQUIREMENTS AND DETAILS HOW

CONTRACTOR WILL COMPLY WITH THE CSPP. THE CONTRACTOR IS

REQUIRED TO SUBMIT THE SPCD TO THE CONTRACTING OFFICER,

CPA FLIGHT SERVICE, AND AIRPORT OPERATIONS FOR APPROVAL

PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. CONSTRUCTION

EQUIPMENT MUST BE SUBMITTED IN THE OBSTRUCTION

EVALUATION/AIRPORT AIRSPACE ANALYSIS BY CONTRACTOR.

3. NO STOCKPILES OF MATERIAL ARE PERMITTED WITHIN RUNWAY OR

TAXIWAY SAFETY AREAS OR OBJECT FREE AREAS. STOCKPILE

HEIGHTS OUTSIDE OF ROFA MUST BE COORDINATED WITH

CONTRACTING OFFICER AND MUST IN NO CASE PENETRATE AIRPORT

IMAGINARY SURFACES AS DEFINED BY FAA PART 77.

4. ONLY ONE RELOCATED THRESHOLD IS PERMITTED AT ANY GIVEN

TIME ON RUNWAY 08-26.

COORDINATION

PROGRESS MEETINGS

1. THE CONTRACTOR IS REQUIRED TO HOLD WEEKLY MEETINGS THROUGHOUT

DURATION OF THE PROJECT. OPERATIONAL SAFETY MUST BE A STANDING

AGENDA ITEM FOR DISCUSSION DURING THE PROGRESS MEETINGS. ATTENDEES

MUST INCLUDE CONTRACTOR, CONTRACTING OFFICER, CPA REPRESENTATIVE,

AND OTHER AGENCIES AS NEEDED (BECQ, CUC, DPW, FIRE DEPARTMENT).

SCOPE OR SCHEDULE CHANGES

1. CHANGES IN SCOPE OR DURATION AT ANY POINT OF THE PROJECT MAY REQUIRE

REVISIONS TO THE CSPP AND REVIEW AND APPROVAL BY CPA (AIRPORT) AND

FAA ADO HNL.

FAA ATO COORDINATION

1. ISSUE APPROPRIATE NOTAMS FOR PAVEMENT CLOSURES AND RUNWAY LENGTH

CHANGES DESCRIBED IN PHASING.

PHASING - PHASE I WORK

PHASE I CONSISTS OF APPROXIMATELY (NOT FOR BIDDING PURPOSES):

1. DEMOLISH 96,617 SQUARE METERS OF EXISTING PAVEMENT.

2. CONSTRUCT 13,812 SQUARE METERS OF TEMPORARY GRAVEL ACCESS ROAD.

3. CONSTRUCT 15,883 SQUARE METERS OF CARGO PAD PAVEMENT.

4. CONSTRUCT 27,785 SQUARE METERS OF TAXIWAY B AND F PAVEMENT, INCLUDING

LIGHTS, SIGNS AND PAVEMENT MARKINGS, THIS PORTION WILL BE NORTH OF THE

RUNWAY 8-26 OFA.

5. CONSTRUCT THE FIRE WATER PUMP HOUSE AND ASSOCIATED STORAGE TANKS.

6. CONSTRUCT 12,670 SQUARE METERS OF PERMANENT PAVED ROAD.

7. CONSTRUCT 1,636 LINEAR METERS OF NEW AOA FENCE.

8. CONSTRUCT BIO SECURITY CONTAINMENT FACILITY.

9. CONSTRUCT FUEL STORAGE FACILITIES AT THE AIRPORT AND THE HARBOR

INCLUDING FUEL STORAGE TANKS, FILLING STATIONS BUILDINGS INCLUDING A

FUEL PUMP AND CONTROLS BUILDING AND BIO SECURITY CONTAINMENT FACILITY.

10. CONSTRUCT MAINTENANCE SUPPORT FACILITY.

PHASE I RESTRICTIONS:

1. PHASE I WILL BE COMPLETED OVER AN APPROXIMATE TWO AND A HALF-YEAR

PERIOD.

2. WORK AREA A - THIS AREA IS FOR ALL WORK NORTH (OUTSIDE) OF THE

TEMPORARY AOA FENCE INSTALLED IN ASSOCIATION WITH PREVIOUS SEPARATE

PROJECT. THERE ARE NO RESTRICTIONS FOR WORK OUTSIDE OF AOA.

PHASE II WORK

PHASE II CONSISTS OF APPROXIMATELY (NOT FOR BIDDING PURPOSES):

1. RELOCATE RUNWAY 26 THRESHOLD APPROXIMATELY 1,016 METERS WEST.

RUNWAY EDGE LIGHT LENS COLOR ADJUSTMENT, REMOVE 9,606 SQUARE METERS

OF RUNWAY MARKINGS, ADD 3,467 SQUARE METERS OF TEMPORARY RUNWAY

MARKINGS, COVER THE RUNWAY DISTANCE REMAINING SIGNAGE AND THE

RELOCATE THE THRESHOLD/RUNWAY END LIGHTS AND DEACTIVATE THE RUNWAY

26 PRECISION APPROACH PATH INDICATOR (PAPI) AND RUNWAY END IDENTIFIER

LIGHTS (REILS).

2. DEMOLISH 6,825 SQUARE METERS OF EXISTING RUNWAY 26 ASPHALT SHOULDER

PAVEMENT.

3. CONSTRUCT 11,038 SQUARE METERS OF TAXIWAY B PAVEMENT, INCLUDING LIGHTS,

SIGNS, AND PAVEMENT MARKINGS.

4. REMOVE RUNWAY 26 THRESHOLD RELOCATION AND RETURN EDGE LIGHT LENSES

TO FULL-LENGTH CONFIGURATION, RESTORE RUNWAY 26 PAPI AND REIL TO

OPERATION; UNCOVER THE RUNWAY DISTANCE REMAINING SIGNS; REMOVE 4,665

SQUARE METERS OF MARKINGS AND INSTALL 8,134 SQUARE METERS OF

PERMANENT MARKINGS TO THE FULL- LENGTH CONFIGURATION AS INDICATED IN

THE PLANS.

5. RE-OPEN RUNWAY AT FULL LENGTH.

PHASE II RESTRICTIONS:

1. PHASE II MUST BE COORDINATED TO REDUCE THE AMOUNT OF TIME RUNWAY 8-26

OPERATES WITH A RELOCATED THRESHOLD. IT IS ANTICIPATED THAT

CONSTRUCTION WITHIN THE ROFA MAY BE ACCOMPLISHED IN LESS THAN 200

CALENDAR DAYS. THE CONTRACTOR MUST COORDINATE WITH THE CONTRACTING

OFFICER TO MINIMIZE AND ESTABLISH A TIMEFRAME FOR WORK UNDER A

RELOCATED THRESHOLD SCENARIO.

2. PHASE II MAY BE CONSTRUCTED CONCURRENTLY WITH PHASE I, HOWEVER THE

TOTAL DURATION FOR PHASE II MUST BE MINIMIZED.

3. WORK AREA B - THIS WORK AREA IS FOR THE CONSTRUCTION OF TAXIWAY B AND

MUST BE ACCOMPLISHED WHILE THE THRESHOLD IS RELOCATED (SEE WORK AREA

C). THIS WORK REQUIRES THE UTILIZATION OF TAXIWAY CLOSURE MARKERS AND

LOW-PROFILE BARRICADES TO ISOLATE THE WORK AREA. THIS WORK REQUIRES

AOA ACCESS, ALL REQUIREMENTS FOR AOA ACCESS AND WORK APPLY.

4. WORK AREA C - THIS AREA IS FOR THE RELOCATION OF THE RUNWAY 26

THRESHOLD. THIS WORK REQUIRES AOA ACCESS, ALL REQUIREMENTS FOR AOA

ACCESS AND WORK APPLY. THIS WORK REQUIRES THE RUNWAY TO BE CLOSED.

ALL WORK REQUIRING A RUNWAY CLOSURE MUST BE ACCOMPLISHED WITHIN A

SINGLE12-HOUR RUNWAY CLOSURE FOR RELOCATING THE THRESHOLD AND

ANOTHER 12-HOUR RUNWAY CLOSURE FOR RESTORING THE RUNWAY TO FULL

LENGTH. RAISED LIGHTED RUNWAY CLOSURE MARKERS MUST BE UTILIZED

DURING THE RUNWAY CLOSURES.

PHASE III WORK

PHASE III CONSISTS OF APPROXIMATELY (NOT FOR BIDDING PURPOSES):

1. DEMOLISH 1,054 SQUARE METERS OF EXISTING RUNWAY 26 ASPHALT SHOULDER

PAVEMENT.

2. CONSTRUCTION OF THE TAXIWAY BRAVO WEST FILLET LEAD-IN, 192 SQUARE

METERS OF PAVEMENT, INCLUDING LIGHTS, SIGNS, AND PAVEMENT MARKINGS.

THIS WORK REQUIRES AOA ACCESS, ALL REQUIREMENTS FOR AOA ACCESS AND

WORK APPLY.

PHASE III RESTRICTIONS:

1. WORK ON PHASE III MAY NOT BEGIN UNTIL PHASE II WORK HAS BEEN COMPLETED.

2. IT IS ANTICIPATED THAT CONSTRUCTION OF PHASE III WORK MAY BE

ACCOMPLISHED IN LESS THAN 60 CALENDAR DAYS.

01 APRIL 2022

R

AM

EN

D

M

EN

T

Evan Mizuno

01 APR 2022

NORTH

D

C

B

A

1 2 3 4 5

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

AS SHOWN

1581694

FIRE PROTECTION

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102

A/E INFO

D

C

B

A

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274218F0340

JEG NO. WFXO6305

DRAWFORM REVISION: 30 APR 2015

DATE

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

CN

KY

K. YOSHIMOTO

JC

SCALE

CONSTRUCTION PHASING - PHASE 1A1 1:4000

WORK AREA 'A'

STAGING AREA

LEGEND

X

EXISTING AOA FENCE

PERMANENT AOA FENCE, RE: CS506 AND CS507

X

KEYNOTES

G-102

C O

N

ST

R U

C

TI

O N

P H

AS

IN

G

PH

AS

E

TWO-WAY PRIMARY HAUL ROUTE,

PHASE I AND PHASE II

17230746

JNP KWA JNP

006 F.O.D. SIGN, RE: B1/G-108.

008 EXISTING APRON

009 TEMPORARY MANUAL LOCK (WITH CHAIN AND PADLOCK)

AOA GATE.

AM

EN

D M

EN

T

001 CONTRACTOR STAGING AREA.

002 FIRE WATER PUMP HOUSE AND ASSOCIATED

STORAGE TANKS, SEE SHEET CS102.

003 BIO SECURITY CONTAINMENT FACILITY, SEE SHEET

CS103.

010 TEMPORARY AOA FENCE, RE: G-112

011 TEMPORARY MANUAL LOCK (WITH CHAIN AND PADLOCK)

AOA SWING GATE, RE: G-112

012 TEMPORARY AOA FENCE ON PAVEMENT, RE: G-111

X X X TEMPORARY AOA FENCE, SEE SHEETS

G-112 AND G-113

X X X

09/24/2021

THE SEAL ABOVE SEALS

DRAWING CHANGES IN

AMENDMENT 0006.

01 APRIL 2022

R

D

C

B

A

1 2 3 4 5

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

AS SHOWN

1581694

FIRE PROTECTION

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102

A/E INFO

D

C

B

A

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274218F0340

JEG NO. WFXO6305

DRAWFORM REVISION: 30 APR 2015

DATE

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

CN

KY

K. YOSHIMOTO

JC

SCALE

CONSTRUCTION PHASING - PHASE 2 WORK AREA BA1 1:4000

G-103

STAGING AREA

LEGEND

EXISTING AOA FENCE

PERMANENT AOA FENCE, SEE SHEETS

CS506 AND CS507

WORK AREA 'B'

KEYNOTES

X

LOW PROFILE BARRICADE, RE: DETAIL C1/G-108

C O

N

ST

R U

C

TI

O N

P H

AS

IN

G

PH

AS

E

W O

R K

AR

EA

B

X

001 CONTRACTOR STAGING AREA.

002 FIRE WATER PUMP HOUSE AND ASSOCIATED

STORAGE TANKS, SEE SHEET CS102.

003 BIO SECURITY CONTAINMENT FACILITY, SEE SHEET

CS103.

005 LIGHTED "X" CLOSURE MARKER, ONLY TO BE USED

DURING THRESHOLD RELOCATIONS WHEN THE

RUNWAY IS CLOSED IN ITS ENTIRETY, RE: B3/G-108. TO

BE PLACED OVER RUNWAY IDENTIFIER NUMBERS.

TWO-WAY PRIMARY HAUL ROUTE,

PHASE I AND PHASE II

17230747

JNP KWA JNP

006 F.O.D. SIGN, RE: B1/G-108.

007 RELOCATED THRESHOLD, RE: A3/G-108.

004 TAXIWAY CLOSURE MARKER, RE: B4/G-108

TAXIWAY CLOSURE MARKER, RE: DETAIL B4/G-108

008 EXISTING APRON

LIGHTED "X" CLOSURE MARKER

AM

EN

D M

EN

T

XX

X

009 TEMPORARY MANUAL LOCK (WITH CHAIN AND PADLOCK)

AOA GATE.

010 TEMPORARY AOA FENCE, RE: G-112

011 TEMPORARY MANUAL LOCK (WITH CHAIN AND PADLOCK)

AOA SWING GATE, RE: G-112

012 TEMPORARY AOA FENCE ON PAVEMENT, RE: G-111

X X X TEMPORARY AOA FENCE, SEE SHEETS

G-112 AND G-113

X X X

09/24/2021

THE SEAL ABOVE SEALS

DRAWING CHANGES IN

AMENDMENT 0006.

01 APRIL 2022

R

D

C

B

A

1 2 3 4 5

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

AS SHOWN

1581694

FIRE PROTECTION

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102

A/E INFO

D

C

B

A

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274218F0340

JEG NO. WFXO6305

DRAWFORM REVISION: 30 APR 2015

DATE

JNP KWA JNP

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

CN

KY

K. YOSHIMOTO

JC

SCALE

CONSTRUCTION PHASING - PHASE 2 WORK AREA CA1 1:4000

G-103A

STAGING AREA

LEGEND

WORK AREA 'C'

KEYNOTES

X

LOW PROFILE BARRICADE, RE: DETAIL C1/G-108

C O

N

ST

R U

C

TI

O N

P H

AS

IN

G

PH

AS

E

W O

R K

AR

EA

C

001 CONTRACTOR STAGING AREA.

002 FIRE WATER PUMP HOUSE AND ASSOCIATED

STORAGE TANKS, SEE SHEET CS102.

003 BIO SECURITY CONTAINMENT FACILITY, SEE SHEET

CS103.

005 LIGHTED "X" CLOSURE MARKER, ONLY TO BE USED

DURING THRESHOLD RELOCATIONS WHEN THE

RUNWAY IS CLOSED IN ITS ENTIRETY, RE: B3/G-108. TO

BE PLACED OVER RUNWAY IDENTIFIER NUMBERS.

TWO-WAY PRIMARY HAUL ROUTE,

PHASE I AND PHASE II

JNP KWA JNP

006 F.O.D. SIGN, RE: B1/G-108.

007 RELOCATED THRESHOLD, RE: A3/G-108.

004 TAXIWAY CLOSURE MARKER, RE: B4/G-108

TAXIWAY CLOSURE MARKER, RE: DETAIL B4/G-108

LIGHTED "X" CLOSURE MARKER

AM

EN

D M

EN

T

008 EXISTING APRON

009 TEMPORARY MANUAL LOCK (WITH CHAIN AND PADLOCK)

AOA GATE.

010 TEMPORARY AOA FENCE, RE: G-112

011 TEMPORARY MANUAL LOCK (WITH CHAIN AND PADLOCK)

AOA SWING GATE, RE: G-112

012 TEMPORARY AOA FENCE ON PAVEMENT, RE: G-111

EXISTING AOA FENCEX

X PERMANENT AOA FENCE, SEE SHEETS

CS506 AND CS507

X X X TEMPORARY AOA FENCE, SEE SHEETS

G-112 AND G-113

X X X

X

X 09/24/2021

THE SEAL ABOVE SEALS

DRAWING CHANGES IN

AMENDMENT 0006.

01 APRIL 2022

R

17230766

D

C

B

A

1 2 3 4 5

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

AS SHOWN

1581694

FIRE PROTECTION

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102

A/E INFO

D

C

B

A

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274218F0340

JEG NO. WFXO6305

DRAWFORM REVISION: 30 APR 2015

DATE

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

CN

KY

K. YOSHIMOTO

JC

SCALE

CONSTRUCTION PHASING - PHASE 3A1 1:4000

G-104

LEGEND

KEYNOTES

C O

N

ST

R U

C

TI

O N

P H

AS

IN

G

PH

AS

E

001 CONTRACTOR STAGING AREA

002 FIRE WATER PUMP HOUSE AND ASSOCIATED

STORAGE TANKS, SEE SHEET CS102

003 BIO SECURITY CONTAINMENT FACILITY, SEE SHEET

CS103

17230748

JNP KWA JNP

006 F.O.D. SIGN, RE: B1/G-108.

004 TAXIWAY CLOSURE MARKER, RE: B4/G-108

WORK AREA 'D'

EXISTING AOA FENCEX

LOW PROFILE BARRICADE, RE: DETAIL C1/G-108

X

TWO-WAY PRIMARY HAUL ROUTE,

PHASE I AND PHASE II

TAXIWAY CLOSURE MARKER, RE: DETAIL B4/G-108

PERMANENT AOA FENCE, SEE SHEETS

CS506 AND CS507

AM

EN

D M

EN

T

008 EXISTING APRON

009 TEMPORARY MANUAL LOCK (WITH CHAIN AND PADLOCK)

AOA GATE.

010 TEMPORARY AOA FENCE, RE: G-112

011 TEMPORARY MANUAL LOCK (WITH CHAIN AND PADLOCK)

AOA SWING GATE, RE: G-112

012 TEMPORARY AOA FENCE ON PAVEMENT, RE: G-111

X X X TEMPORARY AOA FENCE, SEE SHEETS

G-112 AND G-113

X X X

09/24/2021

THE SEAL ABOVE SEALS

DRAWING CHANGES IN

AMENDMENT 0006.

01 APRIL 2022

R

KHK SMC JDE

1 2 3 4 5

D

C

B

A

1 2 3 4 5

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

AS SHOWN

1581694

FIRE PROTECTION

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102

A/E INFO

D

C

B

A

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274218F0340

JEG NO. WFXO6305

DRAWFORM REVISION: 30 APR 2015

DATE

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

CN

KY

K. YOSHIMOTO

JC

SCALE

CONSTRUCTION PHASING PLANS - RELOCATED THRESHOLD - 1 OF 3A1 1:2000

G-105

LEGEND

A MARKING REMOVAL MUST BE ACCOMPLISHED BY

PHYSICAL REMOVAL. PAINTING OVER MARKINGS TO

OBSCURE THEM IS NOT PERMITTED.

M

AT

C H

LI

N

E

SE

E

SH

EE

T

G -1

C O

N

ST

R U

C

TI

O N

P H

AS

IN

G P

LA

N

S

- R

EL

O

C

AT

ED

T

H R

ES

H

O

LD

O F

B FOR PAVEMENT MARKING DETAILS, SEE SHEET G-108.

CONSTRUCTION PHASING PLAN

GENERAL NOTES

C ALL PAVEMENT MARKINGS EXCEPT RUNWAY SHOULDER

MARKING TO BE OUTLINED WITH 0.15M BLACK OUTLINE.

D ALL WHITE PAVEMENT MARKINGS TO BE

RETROREFLECTIVE.

17230749

E ALL PERMANENT AND TEMPORARY MARKING

REMOVAL MUST BE ACCOMPLISHED ACCORDING

TO FAA AC 150/5340-1M FIGURE 1-1 THROUGH 1-5.

EXISTING AOA FENCE

PERMANENT AOA FENCE, SEE SHEET

CS506 AND CS507

X

X

REMOVED EDGE LIGHT FIXTURES

TEMPORARY RUNWAY THRESHOLD EDGE LIGHT

RE: A1/G-107

EXISTING TAXIWAY EDGE LIGHTS

EXISTING RUNWAY DISTANCE SIGNAGE,

RE: A1/G-107

EXISTING THRESHOLD/RUNWAY END

LIGHTS

MARKING REMOVAL SYMBOL, RE: B4/G-107

EXISTING RUNWAY THRESHOLD EDGE LIGHT

AM

EN

D M

EN

T

X X X TEMPORARY AOA FENCE, SEE SHEETS

G-112 AND G-113

X X X

09/24/2021

THE SEAL ABOVE SEALS

DRAWING CHANGES IN

AMENDMENT 0006.

01 APRIL 2022

AR

1 2 3 4 5

D

C

B

A

1 2 3 4 5

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

AS SHOWN

1581694

FIRE PROTECTION

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102

A/E INFO

D

C

B

A

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274218F0340

JEG NO. WFXO6305

DRAWFORM REVISION: 30 APR 2015

DATE

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

CN

KY

K. YOSHIMOTO

JC

SCALE

CONSTRUCTION PHASING PLANS - RELOCATED THRESHOLD - 2 OF 3A1 1:2000

G-106

LEGEND

A

CONSTRUCTION PHASING PLAN

GENERAL NOTES

M

AT

C H

LI

N

E

SE

E

SH

EE

T

G -1

M

AT

C H

LI

N

E

SE

E

SH

EE

T

G -1

C O

N

ST

R U

C

TI

O N

P H

AS

IN

G P

LA

N

S

- R

EL

O

C

AT

ED

T

H R

ES

H

O

LD

O F

MARKING REMOVAL MUST BE ACCOMPLISHED BY

PHYSICAL REMOVAL. PAINTING OVER MARKINGS TO

OBSCURE THEM IS NOT PERMITTED.

B FOR PAVEMENT MARKING DETAILS, SEE SHEET G-108.

C ALL PAVEMENT MARKINGS EXCEPT RUNWAY SHOULDER

MARKING TO BE OUTLINED WITH 0.15M BLACK OUTLINE.

D ALL WHITE PAVEMENT MARKINGS TO BE

RETROREFLECTIVE.

17230750

E ALL PERMANENT AND TEMPORARY MARKING

REMOVAL MUST BE ACCOMPLISHED ACCORDING

TO FAA AC 150/5340-1M FIGURE 1-1 THRU 1-5.

EXISTING AOA FENCE

PERMANENT AOA FENCE, SEE SHEETS

CS506 AND CS507

X

X

X X X TEMPORARY AOA FENCE, SEE SHEETS

G-112 AND G-113

REMOVED EDGE LIGHT FIXTURES

TEMPORARY RUNWAY THRESHOLD EDGE LIGHT

RE: A1/G-107

EXISTING TAXIWAY EDGE LIGHTS

RELOCATED RUNWAY END LIGHTS

EXISTING RUNWAY DISTANCE SIGNAGE,

RE: A1/G-107

EXISTING THRESHOLD/RUNWAY END

LIGHTS

MARKING REMOVAL SYMBOL, RE: B4/G-107

X X X

X

X

09/24/2021

THE SEAL ABOVE SEALS

DRAWING CHANGES IN

AMENDMENT 0006.

01 APRIL 2022

AR

AM

EN

D

M

EN

T

1 2 3 4 5

D

C

B

A

1 2 3 4 5

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

AS SHOWN

1581694

FIRE PROTECTION

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102

A/E INFO

D

C

B

A

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274218F0340

JEG NO. WFXO6305

DRAWFORM REVISION: 30 APR 2015

DATE

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

CN

KY

K. YOSHIMOTO

JC

SCALE

CONSTRUCTION PHASING PLANS - RELOCATED THRESHOLD - 3 OF 3A1 1:2000

G-107

LEGEND

EXISTING AOA FENCE

PERMANENT AOA FENCE, SEE SHEET

CS506 AND CS507

A

M

AT

C H

LI

N

E

SE

E

SH

EE

T

G -1

C O

N

ST

R U

C

TI

O N

P H

AS

IN

G P

LA

N

S

- R

EL

O

C

AT

ED

T

H R

ES

H

O

LD

O F

MARKING REMOVAL MUST BE ACCOMPLISHED BY

PHYSICAL REMOVAL. PAINTING OVER MARKINGS TO

OBSCURE THEM IS NOT PERMITTED.

B FOR PAVEMENT MARKING DETAILS, SEE SHEET G-108.

CONSTRUCTION PHASING PLAN

GENERAL NOTES

17230751

X

X

C ALL PERMANENT AND TEMPORARY MARKING

REMOVAL MUST BE ACCOMPLISHED ACCORDING

TO FAA AC 150/5340-1M FIGURE 1-1 THRU 1-5.

REMOVED EDGE LIGHT FIXTURES

TEMPORARY RUNWAY THRESHOLD EDGE LIGHT

RE: A1/G-107

EXISTING TAXIWAY EDGE LIGHTS

RELOCATED RUNWAY END LIGHTS

EXISTING RUNWAY DISTANCE SIGNAGE,

RE: A1/G-107

EXISTING THRESHOLD/RUNWAY END

LIGHTS

MARKING REMOVAL SYMBOL, RE: B4/G-107

AM

EN

D M

EN

T

X X X TEMPORARY AOA FENCE, SEE SHEETS

G-112 AND G-113

X X X

09/24/2021

THE SEAL ABOVE SEALS

DRAWING CHANGES IN

AMENDMENT 0006.

01 APRIL 2022

AR

1 2 3 4 5

D

C

B

A

1 2 3 4 5

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

AS SHOWN

1581694

FIRE PROTECTION

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102

A/E INFO

D

C

B

A

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274218F0340

JEG NO. WFXO6305

DRAWFORM REVISION: 30 APR 2015

DATE

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

CN

KY

K. YOSHIMOTO

JC

SCALE

NEW RUNWAY PAVEMENT MARKING PLAN - 1 OF 3A1 1:2000

G-109

LEGEND

EXISTING AOA FENCEX

M

AT

C H

LI

N

E

SE

E

SH

EE

T

G -1

N

EW

R U

N W

AY

P

AV

EM

EN

T

M

AR

KI

N

G P

LA

N

O F

CONSTRUCTION PHASING PLAN

GENERAL NOTES

A FOR PAVEMENT MARKING DETAILS, SEE SHEET G-108.

B ALL PAVEMENT MARKINGS EXCEPT RUNWAY SHOULDER

MARKING TO BE OUTLINED WITH 0.15M BLACK OUTLINE.

C ALL WHITE PAVEMENT MARKINGS TO BE RETROREFLECTIVE.

17230753

X PERMANENT AOA FENCE,

SEE SHEETS CS506 AND CS507

AM

EN

D M

EN

T

X X X TEMPORARY AOA FENCE, SEE SHEETS

G-112 AND G-113

X X X

09/24/2021

THE SEAL ABOVE SEALS

DRAWING CHANGES IN

AMENDMENT 0006.

01 APRIL 2022

R

1 2 3 4 5

D

C

B

A

1 2 3 4 5

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

AS SHOWN

1581694

FIRE PROTECTION

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102

A/E INFO

D

C

B

A

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274218F0340

JEG NO. WFXO6305

DRAWFORM REVISION: 30 APR 2015

DATE

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

CN

KY

K. YOSHIMOTO

JC

SCALE

NEW RUNWAY PAVEMENT MARKING PLAN - 2 OF 3A1 1:2000

G-110

LEGEND

M

AT

C H

LI

N

E

SE

E

SH

EE

T

G -1

M

AT

C H

LI

N

E

SE

E

SH

EE

T

G -1

N

EW

R U

N W

AY

P

AV

EM

EN

T

M

AR

KI

N

G P

LA

N

O F

CONSTRUCTION PHASING PLAN

GENERAL NOTES

A FOR PAVEMENT MARKING DETAILS, SEE SHEET G-108.

B ALL PAVEMENT MARKINGS EXCEPT RUNWAY SHOULDER

MARKING TO BE OUTLINED WITH 0.15M BLACK OUTLINE.

C ALL WHITE PAVEMENT MARKINGS TO BE RETROREFLECTIVE.

17230754

AM

EN

D M

EN

T

EXISTING AOA FENCEX

X PERMANENT AOA FENCE,

SEE SHEETS CS506 AND CS507

X X X TEMPORARY AOA FENCE, SEE SHEETS

G-112 AND G-113

X X X

09/24/2021

THE SEAL ABOVE SEALS

DRAWING CHANGES IN

AMENDMENT 0006.

01 APRIL 2022

R

D

C

B

A

1 2 3 4 5

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

AS SHOWN

1581694

FIRE PROTECTION

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102

A/E INFO

D

C

B

A

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274218F0340

JEG NO. WFXO6305

DRAWFORM REVISION: 30 APR 2015

DATE

JNP KWA JNP

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

CN

KY

K. YOSHIMOTO

JC

SCALE

NEW RUNWAY PAVEMENT MARKING PLAN - 3 OF 3A1 1:2000

G-111

LEGEND

CONSTRUCTION PHASING PLAN

GENERAL NOTES

SCALE

NEW RUNWAY DESIGNATOR MARKING DETAILA3 NTS

M

AT

C H

LI

N

E

SE

E

SH

EE

T

G -1

N

EW

R U

N W

AY

P

AV

EM

EN

T

M

AR

KI

N

G P

LA

N

O F

A FOR PAVEMENT MARKING DETAILS, SEE SHEET G-108.

B ALL PAVEMENT MARKINGS EXCEPT RUNWAY SHOULDER

MARKING TO BE OUTLINED WITH 0.15M BLACK OUTLINE.

C ALL WHITE PAVEMENT MARKINGS TO BE RETROREFLECTIVE.

17230755

EXISTING AOA FENCEX

X PERMANENT AOA FENCE,

SEE SHEETS CS506 AND CS507

AM

EN

D M

EN

T

X X X TEMPORARY AOA FENCE, SEE SHEETS

G-112 AND G-113

X X X

09/24/2021

THE SEAL ABOVE SEALS

DRAWING CHANGES IN

AMENDMENT 0006.

01 APRIL 2022

R

C

B

A

1 2 3 4 5

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

AS SHOWN

1581694

FIRE PROTECTION

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102

A/E INFO

D

C

B

A

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274218F0340

JEG NO. WFXO6305

DRAWFORM REVISION: 30 APR 2015

DATE

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

CN

KY

K. YOSHIMOTO

JC

G-112

TE

M

PO

R

AR

Y

FE

N

C E

O N

P

AV

EM

EN

T D

ET

AI

LS

JNP KWA JNP

AM

EN

D M

EN

T

NOTE:

UNLESS OTHERWISE STATED, ALL

DIMENSIONS ARE IN MILLIMETERS.

SCALE

SECURITY FENCE DETAILSA1 N.T.S.

2.6 Ø (D12), BARBED

WIRE, 2 STRAND

DIAGONAL BRACE

48.6 Ø x2.3

GAUGE NO. 9

Ø4 CHAIN-LINK STEEL

50x50 DIAMOND MESH FABRIC

(HEAVILY ZINC COATED)

2000 2000

200 200

2.0 Ø (D14) BIND

WIRE (WIND TWICE)

LINE POST

60.5 Ø x3.8t

TOP RAIL

42.7 Ø x 3.5t

BOTTOM RAIL

42.7 Ø x 3.5t

4.0 Ø COILED SPRING

REINFORCED WIRE (TYP)

CLAMP

9 Ø, STRETCHER BAR

HOOK BOLT AND NUT

"U" BOLT AND NUT

GROUND CLAMP

LINE POST

60.5 Ø x 2.3

76.3 Ø x 2.8t

60.5 Ø x 2.3t

34.0 Ø x 2.3t

18 36 42 36 18

Ø 28

BOLTSLEEVE

JOINT

90 (105)

M8

M8

130 (145)

40 60

30°

CORNER POST, END POST

76.3 Ø x 2.8

30°

6.5

6.5

6.5

M8

30°

Ø60.5x2.3 (Ø76.3x2.8)

Ø34.0x2.3

M8

STEEL WIRE Ø5

Ø60.5X2.3 (Ø76.3X2.8)

HOOK BOLT

M8X90 (M8X105)

BAND WIRE Ø34.0X2.3

200200

HOOK BOLT

M8X90

M8

20 30 20

20 50 40 15

Ø

.7

2.

Ø42.7x2.3

Ø12

FB-38x3

Ø13

Ø76.3x2.8

Ø34.0x2.3

Ø9

HOOK BOLT

M8x105

MOUNTING FIXTURE

M10x30

ADJUSTABLE METAL FITTING

M8X65

Ø48.6X2.3

M8X65MOUNTING FIXTURE

Ø34.0X2.3

Ø60.5X2.3

JERSEY TYPE BARRIER

OR EQUIVALENT.

JERSEY TYPE BARRIER

OR EQUIVALENT.

JERSEY TYPE BARRIER

OR EQUIVALENT.

01 APRIL 2022

R

015.1 17230767

C

C S507

1 2 3 4 5

D

C

B

A

1 2 3 4 5

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

AS SHOWN

1581694

FIRE PROTECTION

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102

A/E INFO

D

C

B

A

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274218F0340

JEG NO. WFXO6305

DRAWFORM REVISION: 30 APR 2015

DATE

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

CN

KY

K. YOSHIMOTO

JC

G-113

TE

M

PO

R

AR

Y

FE

N

C E

O N

G R

AS

S

D

ET

AI

LS

JNP KWA JNP

AM

EN

D M

EN

T

NOTE:

UNLESS OTHERWISE STATED, ALL

DIMENSIONS ARE IN MILLIMETERS.

406 X

406 (MIN)

12 GA. GALV. STEEL

WIRE TIES AT 406 O.C.

3 STRANDS OF BARBED WIRE (TYP)

6 X19 STRETCHER BAR WITH

STRETCHER BAR BAND AT

305 O.C. MAX.

102 O.D. PIPE

50 MESH, 9 GAGE CHAIN

LINE FABRIC

FINISH PAVEMENT

610 X 610 (MIN)

2 86

M

AX

C

LE

AR

DROP ROD

FOUNDATION,

RE: B4/CS508

DROP ROD

ASSEMBLY,

RE: B3/CS508

GATE FRAME

LATCH ASSEMBLY,

RE: D5/CS508

CONCRETE FOOTING

NEAT EXCAVATION FROM

152 BELOW TOP OF FTG.

GATE GROUNDING

10 Ø GALV. TENSION ROD

WITH TURNBUCKLE

3000 LEAF

48 O.D. PIPE GATE FRAME AND BRACE

3 STRANDS #12 1/2 GAUGE

FACTORY ALUMINUM

COATED WIRE WITH #12

GATE 4 POINT BARBS AND

ALUMINUM COATED FINISH

(TYP) LINE POST CAP

WITH EYE TOP RAIL END

#9 GAGE GALV. IRON WIRE TIE

50 MESH GALV. STEEL CHAIN

LINK FABRIC WIRE TACK WELD

TOP RAIL AND POSTS AT

610mm INTERVALS

CROWN TOP OF FITTING

FENCE GROUNDING (TYP)

60 O.D. PIPE

BRACING 40 O.D.

PIPE

73 O.D. PIPE

BOTTOM RAIL

WITH TIE WIRES

(610 O.C. (MAX)

CONC. FOOTING

10 Ø GALV. TENSION

ROD WITH TURN BUCKLE

NEAT EXCAVATION

FROM 152 BELOW

TOP OF FOOTING

3000 MAX. 3000 MAX.

(M

IN

254 DIA.

(MIN)

(M

IN

)15

LINE POST

LINE POST

CORNER POST

NOTES:

1. WHEN NOTED WITHOUT BARBS INSTALL WITH POST CAPS

INSTEAD OF THE BARBS AND EXTENSION ARMS.

50 MAX CLEAR

M

AX

C

LE

AR

X X X X X

XXXXX

X X X X X X X

XX

X X

X X X X X X X

XXXXXXX

X X X X X X X X X X X X

XXXXX

X X X X X

TRUSS ROD (TYP)

BRACE RAIL (TYP)

BOTTOM TENSION WIRE

OR RAIL AS SPECIFIED

TOP TENSION WIRE OR

RAIL AS SPECIFIED

3 STRANDS OF

BARBED WIREGATE

OPENING

LATCH

HINGE

GATE

POST

HINGE

3 STRANDS OF

BARBED WIRE

FE

N

C E

FA

BR

IC

SCALE

2.13M HIGH PERIMETER CHAIN LINK FENCEC1 N.T.S.

SCALE

PEDESTRIAN GATEA3 N.T.S.SCALE

MANUAL DOUBLE LEAF SWING GATEA1 N.T.S.

DROP ROD

GATE FRAMEGATE FRAME

SCALE

LATCH ASSEMBLYD5 N.T.S.

SCALE

DROP ROD ASSEMBLYB3 N.T.S. SCALE

DROP ROD FOUNDATION DETAILB4 N.T.S.

PLAN VIEW

ELEVATION VIEW

PLAN

GATE FRAME

LATCH ASSEMBLY

DROP ROD

DOUBLE SWING GATE

25 ID STEEL PIPE

152 X 152 P.C. CONCRETE

SAND / GRAVEL

NOTES:

1. LINE POSTS, RAILS AND BRACES MUST CONFORM TO ASTM F1043 OR ASTM

F1083 GROUP 1A, (SCHEDULE 40) HIGH STRENGTH GRADE, 50 KSI YIELD

STRENGTH, EXTERNAL AND INTERNAL COATING CONFORMING TO TYPE A

ZINC FINISH

2. FABRIC MUST BE 50 MESH, 9 GAUGE ALUMINUM-COATED STEEL WIRE

CONFORMING TO ASTM A491.

3. PROVIDE LINE POSTS SPACED EQUIDISTANTLY APART, NOT EXCEEDING

3000mm ON CENTER. PROVIDE GATE POSTS SPACED AS NECESSARY FOR

SIZE OF GATE OPENINGS. DO NOT EXCEED 152M ON STRAIGHT RUNS

BETWEEN BRACED POSTS. PROVIDE CORNER OR PULL POSTS, WITH

BRACING IN BOTH DIRECTION, FOR CHANGES IN DIRECTION OF 15

DEGREES OR MORE, OR FOR THE ABRUPT CHANGES IN GRADE. SUBMIT

DRAWINGS SHOWING LOCATION OF GATE, CORNER, END, AND PULL POSTS.

4. TOP AND BOTTOM HEM OF CHAIN LINK WIRE FABRIC MUST BE TWISTED

MINIMUM 2 (TWO) TIMES AS SHOWN ON THE DRAWING.

5. TOP AND BOTTOM HEM OF CHAIN LINK WIRE FABRIC MUST BE BOUND TO

TOP AND BOTTOM RAILS WITH 2.0 Ø (D14) WIRE AT 200mm INTERVALS.

6. TOP AND BOTTOM HEM OF CHAIN LINK WIRE FABRIC MUST BE EXTENDED

OVER TOP RAIL AND TO GROUND LINE.

NOTE:

GATE MAY BE PLACED ON JERSEY TYPE BARRIERS OR OTHER

APPROVED STRUCTURES WHEN CROSSING PAVEMENT.

NOTE:

GATE MAY BE PLACED ON JERSEY TYPE BARRIERS OR OTHER

APPROVED STRUCTURES WHEN CROSSING PAVEMENT.

6 x 19 STRETCHER BAR WITH STRETCHER

BAR BAND @ 305 O.C. (MAX)

TOP OF TENSION WIRE WITH TIE

WIRES (TYP) 305 O.C. (MAX)

POST CAP WITH EXTENSION ARM FOR BARBED WIRE

01 APRIL 2022

R

015.2 17230768

C

B

A

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 559 X 864

REDUCED PRINT. USE GRAPHIC SCALES

1 2 3 4 5

D

C

B

A

01 APRIL 2022

SCALE

CONSTRUCTION SAFETY PHASING PLAN (CSPP)A1 1:1000

G-103

C O

N

ST

R U

C

TI

O N

S

AF

ET

Y

PH

AS

IN

G

P

LA

N (C

SP

P)

1 2 3 4 5

D

C

B

A

1 2 3 4 5

TI

N

IA

N

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T (T

IQ

TI

N

IA

N

, C N

M I

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

AS SHOWN

1620531

N

AV

FA

C

P

AC

IF

IC

TEXAS REGISTERED ENGINEERING FIRM F-2966

D

C

B

A/E Contract No. N62742-17-D-0003

DRAWFORM REVISION: 30 APR 2015

A/E Task Order No. N6274219F0304

JEG NO. WFXO6309

FY

M C

AF

P

-9

/ P

AF

A

PS

I F U

EL

T

AN

KS

W

IT

H R

EC

EI

PT

P

IP

EL

IN

E

H

YD

R

AN

T

SY

ST

EM

NORTH

KEY PLANKEY PLANNOTE:

UNLESS OTHERWISE STATED, ALL CIVIL AND

ELECTRICAL PLAN SHEETS DIMENSIONS ARE

IN METERS.

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

DATE

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

M

AK

AL

AP

A, H

AW

AI

I

N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G

S

YS

TE

M

S C

O M

M

AN

D

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

FIRE PROTECTION

CN

KY

K. YOSHIMOTO

JC

N

AV

FA

C

P

AC

IF

IC

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y

FI

N

AL

R

E- D

ES

IG

N S

U

BM

IT

TA

L

A

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

KEYNOTES

WORK AREA 'A'

X

EXISTING AOA FENCE

AOA FENCE

X

LEGEND

TWO-WAY PRIMARY HAUL ROUTE

17256503

STAGING AREA

X X TEMPORARY AOA FENCE

A

AM

EN

D M

EN

T

004 F.O.D. SIGN, RE: C3/G-105.

006 TEMPORARY MANUAL LOCK (WITH CHAIN AND PADLOCK)

AOA SWING GATE, RE: G-104.

001 CONTRACTOR STAGING AREA.

002 PIPELINE SECURITY GATE.

003 SOIL STOCKPILE AREA.

005 TEMPORARY AOA FENCE, RE: G-105.

007 TEMPORARY AOA FENCE ON PAVEMENT, RE: B1/G-104.

09/24/2021

THE SEAL ABOVE SEALS

DRAWING CHANGES IN

AMENDMENT 0006.

01 APRIL 2022

G-104

TE

M

PO

R

AT

Y

FE

N

C E

O N

P

AV

EM

EN

T D

ET

AI

LS

1 2 3 4 5

D

C

B

A

1 2 3 4 5

TI

N

IA

N

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T (T

IQ

TI

N

IA

N

, C N

M I

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

AS SHOWN

1620531

N

AV

FA

C

P

AC

IF

IC

TEXAS REGISTERED ENGINEERING FIRM F-2966

D

C

B

A/E Contract No. N62742-17-D-0003

DRAWFORM REVISION: 30 APR 2015

A/E Task Order No. N6274219F0304

JEG NO. WFXO6309

FY

M C

AF

P

-9

/ P

AF

A

PS

I F U

EL

T

AN

KS

W

IT

H R

EC

EI

PT

P

IP

EL

IN

E

H

YD

R

AN

T

SY

ST

EM

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

DATE

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

M

AK

AL

AP

A, H

AW

AI

I

N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G

S

YS

TE

M

S C

O M

M

AN

D

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

FIRE PROTECTION

CN

KY

K. YOSHIMOTO

JC

N

AV

FA

C

P

AC

IF

IC

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y

FI

N

AL

R

E- D

ES

IG

N S

U

BM

IT

TA

L

A

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

AM

EN

D M

EN

T

NOTE:

UNLESS OTHERWISE STATED, ALL

DIMENSIONS ARE IN MILLIMETERS.

SCALE

SECURITY FENCE DETAILSA1 N.T.S.

2.6 Ø (D12), BARBED

WIRE, 2 STRAND

DIAGONAL BRACE

48.6 Ø x2.3

GAUGE NO. 9

Ø4 CHAIN-LINK STEEL

50x50 DIAMOND MESH FABRIC

(HEAVILY ZINC COATED)

2000 2000

200 200

2.0 Ø (D14) BIND

WIRE (WIND TWICE)

LINE POST

60.5 Ø x3.8t

TOP RAIL

42.7 Ø x 3.5t

BOTTOM RAIL

42.7 Ø x 3.5t

4.0 Ø COILED SPRING

REINFORCED WIRE (TYP)

CLAMP

9 Ø, STRETCHER BAR

HOOK BOLT AND NUT

"U" BOLT AND NUT

GROUND CLAMP

LINE POST

60.5 Ø x 2.3

76.3 Ø x 2.8t

60.5 Ø x 2.3t

34.0 Ø x 2.3t

18 36 42 36 18

Ø 28

BOLTSLEEVE

JOINT

90 (105)

M8

M8

130 (145)

40 60

30°

CORNER POST, END POST

76.3 Ø x 2.8

30°

6.5

6.5

6.5

M8

30°

Ø60.5x2.3 (Ø76.3x2.8)

Ø34.0x2.3

M8

STEEL WIRE Ø5

Ø60.5X2.3 (Ø76.3X2.8)

HOOK BOLT

M8X90 (M8X105)

BAND WIRE Ø34.0X2.3

200200

HOOK BOLT

M8X90

M8

20 30 20

20 50 40 15

Ø

.7

2.

Ø42.7x2.3

Ø12

FB-38x3

Ø13

Ø76.3x2.8

Ø34.0x2.3

Ø9

HOOK BOLT

M8x105

MOUNTING FIXTURE

M10x30

ADJUSTABLE METAL FITTING

M8X65

Ø48.6X2.3

M8X65MOUNTING FIXTURE

Ø34.0X2.3

Ø60.5X2.3

JERSEY TYPE BARRIER

OR EQUIVALENT.

JERSEY TYPE BARRIER

OR EQUIVALENT.

JERSEY TYPE BARRIER

OR EQUIVALENT.

01 APRIL 2022

007.1 17267155

R

C

C S507

G-105

FO

D

S

IG

N

T

EM

PO

R

AR

Y

FE

N

C E

O N

G R

AS

S

D

ET

AI

LS

1 2 3 4 5

D

C

B

A

1 2 3 4 5

TI

N

IA

N

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T (T

IQ

TI

N

IA

N

, C N

M I

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

AS SHOWN

1620531

N

AV

FA

C

P

AC

IF

IC

TEXAS REGISTERED ENGINEERING FIRM F-2966

D

C

B

A/E Contract No. N62742-17-D-0003

DRAWFORM REVISION: 30 APR 2015

A/E Task Order No. N6274219F0304

JEG NO. WFXO6309

FY

M C

AF

P

-9

/ P

AF

A

PS

I F U

EL

T

AN

KS

W

IT

H R

EC

EI

PT

P

IP

EL

IN

E

H

YD

R

AN

T

SY

ST

EM

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

DATE

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

M

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CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

FIRE PROTECTION

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K. YOSHIMOTO

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SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

AM

EN

D M

EN

T

NOTE:

UNLESS OTHERWISE STATED, ALL

DIMENSIONS ARE IN MILLIMETERS.

406 X

406 (MIN)

12 GA. GALV. STEEL

WIRE TIES AT 406 O.C.

3 STRANDS OF BARBED WIRE (TYP)

6 X19 STRETCHER BAR WITH

STRETCHER BAR BAND AT

305 O.C. MAX.

102 O.D. PIPE

50 MESH, 9 GAGE CHAIN

LINE FABRIC

FINISH PAVEMENT

610 X 610 (MIN)

2 86

M

AX

C

LE

AR

DROP ROD

FOUNDATION,

RE: B4/CS508

DROP ROD

ASSEMBLY,

RE: B3/CS508

GATE FRAME

LATCH ASSEMBLY,

RE: D5/CS508

CONCRETE FOOTING

NEAT EXCAVATION FROM

152 BELOW TOP OF FTG.

GATE GROUNDING

10 Ø GALV. TENSION ROD

WITH TURNBUCKLE

3000 LEAF

48 O.D. PIPE GATE FRAME AND BRACE

3 STRANDS #12 1/2 GAUGE

FACTORY ALUMINUM

COATED WIRE WITH #12

GATE 4 POINT BARBS AND

ALUMINUM COATED FINISH

(TYP) LINE POST CAP

WITH EYE TOP RAIL END

#9 GAGE GALV. IRON WIRE TIE

50 MESH GALV. STEEL CHAIN

LINK FABRIC WIRE TACK WELD

TOP RAIL AND POSTS AT

610mm INTERVALS

CROWN TOP OF FITTING

FENCE GROUNDING (TYP)

60 O.D. PIPE

BRACING 40 O.D.

PIPE

73 O.D. PIPE

BOTTOM RAIL

WITH TIE WIRES

(610 O.C. (MAX)

CONC. FOOTING

10 Ø GALV. TENSION

ROD WITH TURN…