P-9030 Cargo Pad_Final_Drawings-updated-1 OF 3.pdf

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IF SHEET IS LESS THAN 559 X 864

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EPROJECT NO.:

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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

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

JEG NO. WFXO6305

DRAWFORM REVISION: 30 APR 2015

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HAUL ROUTE AND LOCATIONA1 1:10000 G-010

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HAUL ROUTE GENERAL NOTES

LEGEND

TWO-WAY PRIMARY HAUL ROUTE

POTENTIAL STAGING AREA

ALL DEMOLISHED MATERIAL, RUBBISH AND DEBRIS

GENERATED BY THIS PROJECT MUST BE HAULED TO

AN APPROVED LANDFILL.

PROJECT AREA

TWO-WAY HAUL ROUTE, PHASE III ONLY

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9010 PROJECT LIMITS, NOT

AVAILABLE FOR STAGING

THE OFFLOADING AREA IS AVAILABLE FOR

OFFLOADING AND TEMPORARY STORAGE OF

MATERIALS. CONTRACTOR MUST COORDINATE USE

WITH TINIAN PORTS AUTHORITY PERSONNEL AND

CONTRACTING OFFICER TO SCHEDULE SHIPMENTS.

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17230743

10 SEP 2021

EDUARDO M. SALANATIN

GU 1123 09/24/2021

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S79°24'52"W 1,074.858M

S10°32'55"E 167.978M

S79°27'05"W

160.979MS10°32'55"E

143.981M

N79°24'52"E 410.946M

S10°52'55"E 211.972M

S79°24'52"W 2,135.728M

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APPROVED

AS SHOWN

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FIRE PROTECTION

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102

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

JEG NO. WFXO6305

DRAWFORM REVISION: 30 APR 2015

DATE

CN

KY

K. YOSHIMOTO

JC

EXISTING CONDITIONS

GENERAL NOTES

EXISTING CONDITIONS ARE FROM GIS DATA.A

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LEASE BOUNDARY

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OVERALL EXISTING CONDITIONS PLANA1 1:4000

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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

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

JEG NO. WFXO6305

DRAWFORM REVISION: 30 APR 2015

DATE

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PHASE III RESTRICTIONS (CONT):

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

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 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. PHASE I WORK AREA B REQUIRES

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

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

WORK APPLY.

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 THRU 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 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 150/5210-5D 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.

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.

FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT (CONT.)

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) 312-6034

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 TIINIAN 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

AND PROVIDE A LEVEL OF SAFETY FOR PERSONNEL WITHIN THE

PROJECT WORK AREAS. PHASES 2 AND 3 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 BE REQUIRED 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.

WORK WITHIN THE RSA MAY OCCUR BETWEEN MIDNIGHT AND 6 AM

WITH AN AOA ESCORT.

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 THR 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.

6. RUNWAY APPROACH / DEPARTURE SURFACES - ALL CONSTRUCTION

PERSONNEL, EQUIPMENT, AND MATERIAL MUST REMAIN CLEAR OF

THE THRESHOLD SITING SURFACES.

7. THE CONTRACTOR MUST MAINTAIN THE AIRFIELD SECURITY. NEW

AIRFIELD PERIMETER FENCE MUST BE INSTALLED BEFORE EXISTING

AIRFIELD FENCING IS REMOVED. SECURITY GUARDS MUST BE

PROVIDED AT ANY CONTRACTOR INSTALLED GATES. GATES MUST BE

LOCKED WHEN NOT MANNED.

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 BY CPA BEFORE THE EXISTING AIRFIELD

FENCE IS REMOVED. THE CONTRACTOR MUST PROVIDE SECURITY

GUARDS AT ANY GATES THAT THE CONTRACTOR INSTALLS. 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.

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 INCLUDED IN SECTION 2 PHASING.

PHASING - PHASE I WORK

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

1. DEMOLISH 96,617 SQ 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, 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.

PHASE I RESTRICTIONS:

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

2. WORK AREA A - THIS AREA IS FOR ALL WORK NORTH OF THE EXISTING AOA FENCE.

THERE ARE NO RESTRICTIONS FOR WORK OUTSIDE OF AOA.

3. WORK AREA B - THIS AREA IS FOR ALL WORK SOUTH OF THE EXISTING AOA FENCE

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

MUST APPLY. CONTRACTOR TO INSTALL PERMANENT AOA FENCE AND PASS

INSPECTION PRIOR TO REMOVAL OF EXISTING AOA FENCE.

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 SQ METERS OF RUNWAY

MARKINGS, ADD 3,467 SQ 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 SQ 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 SQ

METERS OF TEMPORARY MARKINGS AND INSTALL 8,134 SQ 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 CONDUCTED CONCURRENTLY WITH PHASE I, HOWEVER THE

TOTAL DURATION FOR PHASE II MUST BE MINIMIZED.

3. 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.

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

MUST BE ACCOMPLISHED WHILE THE RUNWAY 26 THRESHOLD IS RELOCATED.

PHASE III WORK

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

1. DEMOLISH 1,054 SQ 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.

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

BRAVO. THIS WORK REQUIRES THE INSTALLATION OF LOW-PROFILE BARRICADES. THIS

WORK REQUIRES AOA ACCESS, ALL REQUIREMENTS FOR AOA

ACCESS AND WORK APPLY.

4. TAXIWAY ALPHA WILL BE CLOSED WEST OF TAXIWAY BRAVO, TO RUNWAY 8.

09/24/2021

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

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

CN

KY

K. YOSHIMOTO

JC

SCALE

CONSTRUCTION PHASING - PHASE 1A1 1:4000

WORK AREA 'A'

WORK AREA 'B'

LEGEND

X

EXISTING AOA FENCE

AOA FENCE, SEE SHEET CS506

X

CONTRACTOR STAGING AREA.

KEYNOTES

G-102

C O

N

ST

R U

C

TI

O N

P H

AS

IN

G

PH

AS

E

002 FIRE WATER PUMP HOUSE AND ASSOCIATED

STORAGE TANKS, SEE SHEET CS102.

003 BIO SECURITY CONTAINMENT FACILITY, SEE SHEET

CS103.

TWO-WAY PRIMARY HAUL ROUTE,

PHASE I AND PHASE II

17230746

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

DES DRW CHKJNP KWA JNP

09/24/2021

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

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

CN

KY

K. YOSHIMOTO

JC

SCALE

CONSTRUCTION PHASING - PHASE 2A1 1:4000

G-103

WORK AREA 'D'

LEGEND

EXISTING AOA FENCE

AOA FENCE, SEE SHEET CS506

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

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.

TWO-WAY PRIMARY HAUL ROUTE,

PHASE I AND PHASE II

17230747

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

DES DRW CHKJNP KWA JNP

09/24/2021

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

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

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

DURING THRESHOLD RELOCATIONS WHEN THE

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

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 FENCE

AOA FENCE, SEE SHEET CS506

WORK AREA 'C'

X

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

09/24/2021

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

CN

KY

K. YOSHIMOTO

JC

SCALE

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

G-105

LEGEND

EXISTING AOA FENCE

A MARKING REMOVAL MUST BE ACCOMPLISHED BY

PHYSICAL REMOVAL. PAINTING OVER MARKINGS TO

OBSCURE THEM IS NOT PERMITTED.

X

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 THRU 1-5.

09/24/2021

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

CN

KY

K. YOSHIMOTO

JC

SCALE

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

G-106

LEGEND

EXISTING AOA FENCE

AOA FENCE, SEE SHEET CS506

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.

X

X

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.

09/24/2021

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

CN

KY

K. YOSHIMOTO

JC

SCALE

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

G-107

LEGEND

EXISTING AOA FENCE

AOA FENCE, SEE SHEET CS506

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.

09/24/2021

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

CN

KY

K. YOSHIMOTO

JC

G-108

C O

N

ST

R U

C

TI

O N

P H

AS

IN

G P

LA

N

D

ET

AI

LS

17230752

SCALE

TAXIWAY CLOSURE MARKER DETAILB4 N.T.S.

SCALE

AIRFIELD SIGN COVER DETAILA4 N.T.S.

SIZES VARY BY LOCATION

COVER PANELS OR SIGNS AS CALLED OUT

ON SHEETS G-104 TO G-106 WITH TARP OR

SIMILAR SO THAT SIGN IS OBSCURED.

SECURE COVER AGAINST WIND AND JET

BLAST (TYP).

EXISTING SIGN

GRADE

TAXIWAY CLOSURE MARKER NOTES:

1. YELLOW MATERIAL THAT MEETS THE REQUIREMENTS

OF AC 150/5370-2G.

2. MATERIAL MUST BE SECURED AGAINST JET BLASTS AS

APPROVED BY THE AIRPORT AND ENGINEER.

3. IF FABRIC IS USED, FABRIC MUST BE SCREWED TO THE

PAVEMENT. AT THE COMPLETION OF THE PHASE, THE

SCREW HOLES MUST BE FILLED.

4. TAXIWAY CLOSURE MARKERS MUST BE PROVIDED BY

THE CONTRACTOR.

9.1 M (T

AXIW

AY)

1.5M (TAXIWAY)3.8M (TAXIWAY)

SCALE

TEMPORARY RUNWAY THRESHOLD LIGHT MOUNTING DETAILA1 N.T.S.

TOP VIEW

RELOCATED RUNWAY

THRESHOLD LIGHT, BASE

PLATE AND TRANSFORMER

(8 EACH). LOCATE

ISOLATION TRANSFORMER

BELOW FIXTURE IN A

CORROSION RESISTANT

JUNCTION BOX.

ANCHOR BOARDS TO

FULL STRENGTH

PAVEMENT (TYP)

9.5mm X 50.8mm LAG SCREW

WITH WASHER (4 EACH)

4m m

ELEVATION VIEW

SHOULDER

RUNWAY

(T

YP

30M(TYP)

1.

5M

0.9M WIDE YELLOW

STRIPE (TYP)

SCALE

RUNWAY SHOULDER MARKINGC4 N.T.S.

RUNWAY THRESHOLD BEGINS

AT OUT BOARD EDGE OF

THRESHOLD BAR

PAVEMENT EDGE

15M

RUNWAY GEOMETRIC

CENTERLINE

1M

1.5M

30M

1.5M

6M

NOTES:

1. CHEVRONS ARE YELLOW, REFLECTIVE AND AT AN ANGLE

OF 45° TO THE RUNWAY CENTERLINE.

2. APPLY BLACK, 0.15 METER WIDE OUTLINE TO CHEVRONS.

SCALE

TEMPORARY CHEVRON DETAILA3 N.T.S.

3M WIDE WHITE

THRESHOLD BAR MARKING

STANDARD RUNWAY MARKINGS,

RE: G-108, G-109, G-110

0.15M0.9M0.15M

RUNWAY

PAVEMENT

ASPHALT

SHOULDER

SCALE

RUNWAY EDGE MARKINGD3 N.T.S.

0.15M BLACK STRIPE

NON-REFLECTIVE

0.9M WHITE STRIPE

REFLECTIVE

0.15M BLACK STRIPE

NON-REFLECTIVE

0.

M 0.

M

0.

9M

36M 24M 36M

0.15M BLACK STRIPE

NON-REFLECTIVE

(TYP)

RUNWAY CENTERLINE

MARKING, WHITE,

REFLECTIVE,

0.9M WIDE (TYP)

SCALE

RUNWAY CENTERLINE MARKINGD4 N.T.S.

RUNWAY THRESHOLD BEGINS

AT OUT BOARD EDGE OF

THRESHOLD BAR

PAVEMENT EDGE

RUNWAY GEOMETRIC

CENTERLINE

1M

1.5M

15M

1.5M

6M

NOTES:

1. CHEVRONS ARE YELLOW, REFLECTIVE AND AT AN ANGLE

OF 45° TO THE RUNWAY CENTERLINE.

2. APPLY BLACK, 0.15 METER WIDE OUTLINE TO CHEVRONS.

SCALE

RUNWAY BLAST PAD CHEVRON DETAILB2 N.T.S.

3M WIDE WHITE

THRESHOLD BAR MARKING

STANDARD RUNWAY

MARKINGS, RE: G-108,

G-109, G-110

RELOCATED RUNWAY THRESHOLD

LIGHT, BASE PLATE AND

TRANSFORMER (8 EACH). LOCATE

ISOLATION TRANSFORMER BELOW

FIXTURE IN A CORROSION

RESISTANT JUNCTION BOX.

50.8mm X 101.6mm X 610mm

4.4 M

RUNWAY CLOSURE MARKER NOTES:

1. CONTRACTOR MUST PLACE LIGHTED "X" AT EACH END OF CLOSED

RUNWAY 8 - 26, IN ACCORDANCE WITH THE PHASING PLANS. LIGHTED

"X" MUST BE PLACED ON TOP OF THE PAINTED NUMBER DESIGNATOR

FOR EACH RUNWAY END, UNLESS OTHERWISE SHOWN.

CONTRACTOR MUST ALSO TEMPORARY DISCONNECT POWER OF

RUNWAY LIGHTS AT VAULT TO PREVENT THE POSSIBILITY OF THEM

TURNING ON AND CREATING A POTENTIAL RUNWAY INCURSION.

FOLLOW APPLICABLE "LOCKOUT" - "TAG-OUT" PROCEDURES.

2. THE CONTRACTOR MUST MAINTAIN THE LIGHTED X'S UNTIL

COMPLETION OF THE RUNWAY CLOSURE AND REMOVE AT END OF

CLOSURE WHEN DIRECTED BY THE CONTRACTING OFFICER.

3. LIGHTED X'S MUST BE LIT 24/7.

4. CLOSURE MUST MEET THE FOLLOWING FAA STANDARDS:

- FAA ADVISORY CIRCULAR AC 150/3545-55, 'SPECIFICATION FOR

L-893, LIGHTED VISUAL AID TO INDICATE TEMPORARY RUNWAY

CLOSURE'

- FAA ADVISORY CIRCULAR AC 150/5345-53, 'AIRPORT LIGHTING

EQUIPMENT CERTIFICATION PROGRAM'

- FAA ENGINEERING BRIEF 67, 'LIGHT SOURCES OTHER THAN

INCANDESCENT AND XENON FOR AIRPORT AND OBSTRUCTION

LIGHTING FIXTURES'

5 BULBS ON EACH ARM

WITH 1 SHARED BULB IN

THE MIDDLE (TYP)

C OF RUNWAYL

SCALE

LIGHTED "X" CLOSURE MARKERB3 N.T.S.

SCALE

LOW PROFILE BARRICADE DETAILC1 N.T.S.

LIGHTS ON BARRICADES MUST BE SPACED NO

GREATER THAN 3M APART

MAX

HEIGHT

457mm

LOW PROFILE BARRICADE NOTES:

1. BARRICADES MAY NOT EXCEED 457MM IN HEIGHT (EXCLUSIVE OF SUPPLEMENTARY LIGHTS) AND SHOULD BE SPACED TO PREVENT BREACH, BUT IN NO CASE GREATER THAN 15.2M APART. THEY MUST BE OF LOW MASS;

EASILY COLLAPSIBLE UPON CONTACT WITH AN AIRCRAFT; AND WEIGHTED OR STURDILY ATTACHED TO THE

SURFACE TO PREVENT DISPLACEMENT FROM JET BLAST OR OTHER WIND DISTURBANCE.

2. BARRICADE STRIPING MUST BE ORANGE AND WHITE CONFORMING TO FAA AC 15/5370-2 OPERATIONAL

SAFETY ON AIRPORTS DURING CONSTRUCTION.

3. THE REQUIRED LIGHTS MUST BE RED AND FLASHING. INTENSITIES AND LUMINANCE MUST BE AT LEAST FIVE CANDELAS EFFECTIVE INTENSITY AND FLASH AT A RATE OF FROM 55 TO 160 FLASHES PER MINUTE.

4. LIGHTS MUST BE OPERATED BETWEEN SUNSET AND SUNRISE AND DURING PERIODS OF LOW VISIBILITY

WHENEVER THE AIRPORT IS OPEN FOR OPERATIONS.

SIZE AND COLOR OF STRIPES (SEE BARRICADE NOTES)

FOD CHECK POINT!

ALL VEHICLES / EQUIPMENT

OPERATORS MUST PERFORM

FOD CHECK BEFORE ENTERING

AIRCRAFT MOVEMENT AREA

HT = 100,

COLOR = RED

HT = 75,

COLOR = RED

25 WIDE RED

STRIP SPACED 25

NOTES:

1. SIGN LETTERING MUST BE UPPER CASE AND RED IN COLOR.

2. SIGN BACKGROUND MUST BE WHITE.

3. PAINT BACK OF SIGN WHITE.

4. TEXT MUST BE CENTERED IN SIGN, EVENLY SPACED.

5. THE SIGN MUST BE PLACED 1 - 3 METERS FROM THE EDGE OF

THE HAUL ROUTE SURFACE AND JUST PRIOR TO GATED

ENTRANCE TO THE AIRFIELD SO THAT THE SIGN CAN BE EASILY

VISUALIZED FROM THE DRIVER'S SEAT.

6. FOD SIGNS MUST BE PLACED AT ALL CONTRACTOR AIRFIELD

ACCESS LOCATIONS.

SCALE

FOD SIGN DETAILB1 N.T.S.

16MM DIA x127MM

LONG BOLT

50MM SQUARE

GALVANIZED STEEL

TUBING WITH 7

16 HOLES

SPACED AT 25MM

O.C.C

990 57MM GALVANIZED

STEEL SQUARE

TUBING WITH 7/16

HOLES SPACED AT

25MM O.C.305

SLOPE TO DRAIN

8MM DIA. MACHINE

BOLTS BOTH WAYS

09/24/2021

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

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

09/24/2021

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

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

X

EXISTING AOA FENCEX

AOA FENCE,

SEE SHEETS CS506 AND CS507

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

09/24/2021

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

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

X

EXISTING AOA FENCEX

AOA FENCE,

SEE SHEETS CS506 AND CS507

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

09/24/2021

SCALE: 1:100

0 2000 4000

AT

T S

XETE FO

SA

TR

EYD.RICE

26 75 5

R

EG

IS

TE

RED ARCHITEC

T

1 2 3 4 5

D

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

ATTTTTTAA XXXXXXEEEEEEETTTTTTEEEEE FFFFFFOOOOOO

S

XETE FO

SA

TR

EYD.RICE

26 75 5

R

EG

IS

TE

RED ARCHITEC

T

1 2 3 4 5

D

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

AAAATTTTAA

T

XXXXXEEEEEEETTTTE FFFFFFOOOOOO

A

NER

ER

IG

ST E R

EN

I

C

TEA

OF

ST

OF RILA

N

AI

G

SEFORP

ED

OIS N LA E

DA

VIS

J. NGUYEN

F IRE PROTECT

ION

FP 2079

1 2 3 4 5

D

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

NER

ER

IG

ST E R

EN

I

C

TEA

OF

ST

OF RILA

N

AI

G

SEFORP

ED

OIS N LA E

DA

VIS

J. NGUYEN

F IRE PROTECT

ION

FP 2079

SCALE: 1:50

0 500 1000 2000

1 2 3 4 5

D

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

S

XETE FO

SA

TR

EYD.RICE

26 75 5

R

EG

IS

TE

RED ARCHITEC

T

1 2 3 4 5

D

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

AAAAATTTTTTTTTTTTTTTTTTTTTTTTTTTTAA XXXXXXXXXXXXXXXXXXXXXXXXEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTE FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO

CODE COMPLIANCE PLAN GENERAL

NOTES

A REFER TO ARCHITECTURE PLANS FOR BUILDING

DIMENSIONS.

B SINCE THE OCCUPANCY OF THE FIRE PUMP BUILDING

IS LESS THAN 11 PEOPLE, THERE ARE NO ATFP

STANDOFF REQUIREMENTS.

DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS

OTHERWISE NOTED.

FIRE LANE

RAW WATER LINE

FDC

FIRE HYDRANT

FIRE ROOM

FIRE PUMP HOUSE, RE: AE101202

C

DOMESTIC WATER LINEPW

RW

KEYNOTES

LEGEND

THE FIRE WATER STORAGE TANK IS DIRECT FED FROM

WELL. THE PUMPING RATE FOR THE WELL IS 473 LPM

WHICH WILL FILL THE TANK IN 48 HOURS.

D

REFER TO SHEET F-111 FOR FIRE WATER AND

STORAGE TANK INFORMATION.

E

GI101

NORTH

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

CN

KY

K. YOSHIMOTO

JC

JDS BAB WAC

C O

D E

C O

M

PL

IA

N

C E

PL

AN

SCALE

CODE COMPLIANCE PLANA1

1:400

JDS

17230761

NOTE:

UNLESS OTHERWISE STATED, ALL CIVIL PLAN

SHEETS DIMENSIONS ARE IN METERS.

BAB WAC

GC100

EROSION CONTROL PLAN GENERAL

NOTES

A ALL ELEVATIONS ARE IN METERS.

B CONTOUR INTERVAL IS 1 M.

C REFER TO SHEETS GC500 AND GC501 FOR EROSION

CONTROL DETAILS.

D ALL CATCH BASINS MUST HAVE INLET PROTECTION

DURING CONSTRUCTION ACTIVITIES.

SF SILT FENCE, RE: A1/GC500

CONTRACTOR STAGING AREA

LIMITS OF CONSTRUCTION

AREA INLET PROTECTION,

RE: A4/GC500

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

MAJOR CONTOUR

MINOR CONTOUR

STORM DRAIN

AREA INLET PROTECTION, RE: A4/GC500

SILT FENCE, RE: A1/GC500

SD

CONTRACTOR STAGING AREA (8740 SM)104

KEYNOTES

LEGEND

E INSTALL EROSION CONTROL MEASURES AS INDICATED

ON THE PLANS AND AS FIELD CONDITIONS WARRANT

PRIOR TO COMMENCING ANY CONSTRUCTION

ACTIVITIES. REPAIRS OR MODIFICATIONS TO THE

MEASURES SHOULD BE MADE IF CONTROL MEASURES

PROVE INEFFECTIVE OR IF ADDITIONAL CONTROL

MEASURES ARE NECESSARY.

ROCK CHECK DAM, RE: A1/GC501106

SUGGESTED LOCATION FOR SEDIMENT BASIN. IF

SELECTED AS A MEANS TO REMOVE SEDIMENT, BASIN

MUST BE SIZED USING 38 MM RAINFALL DEPTH OVER THE

AREA IT INTENDS TO TREAT. REFER TO A4/GC501 FOR

ADDITIONAL GENERAL NOTES.

F SEED ALL DISTURBED AREAS PER SPECIFICATION 32 92 19

LEASE BOUNDARY

G REFER TO SHEETS CG100 - CG125 FOR GRADING PLANS.

BATCH PLANT108

M

AT

C H

LI

N

E

- S

EE

S

H

EE

T G

C

ER

O

SI

O

N C

O N

TR

O

L

PL

AN

17230762

NOTE:

UNLESS OTHERWISE STATED, ALL CIVIL PLAN

SHEETS DIMENSIONS ARE IN METERS.

SCALE

EROSION CONTROL PLANA1 1:2000

NORTH

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

CN

KY

K. YOSHIMOTO

JC

10 SEP 2021

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

CN

KY

K. YOSHIMOTO

JC

SCALE

EROSION CONTROL PLANA1 1:2000 GC101

A ALL ELEVATIONS ARE IN METERS.

B CONTOUR INTERVAL IS 0.25m.

C REFER TO SHEETS GC500 - GC501 FOR EROSION

CONTROL DETAILS.

D ALL CATCH BASINS MUST HAVE INLET PROTECTION

DURING CONSTRUCTION ACTIVITIES.

STONE CONSTRUCTION ENTRANCE,

RE: C1/GC500

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

MAJOR CONTOUR

MINOR CONTOUR

SILT FENCE, RE: A1/GC500102

STABILIZED CONSTRUCTION ENTRANCE,

RE: C1/GC500

SF SILT FENCE, RE: A1/GC500

KEYNOTES

LEGEND

EROSION CONTROL PLAN GENERAL

NOTES

E SEED ALL DISTURBED AREAS PER SPECIFICATION 32 92 19

F REFER TO SHEETS CG100 - CG125 FOR GRADING PLANS.

CONTRACTOR STAGING AREA (8740 SM)104

M

AT

C H

LI

N

E

- S

EE

S

H

EE

T G

C

ER

O

SI

O

N C

O N

TR

O

L

PL

AN

17230763

NOTE:

UNLESS OTHERWISE STATED, ALL CIVIL PLAN

SHEETS DIMENSIONS ARE IN METERS.

10 SEP 2021

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

CN

KY

K. YOSHIMOTO

JC

GC500

NOTE:

UNLESS OTHERWISE STATED, ALL

DIMENSIONS ARE IN MILLIMETERS.

21M (MIN)

M

(M

IN

(M

IN

NTS

SECTION A-A

NTS

PLAN

CRUSHED AGGREGATE

(STONE SIZE RC-40)

GEOTEXTILE

SCALE

STABLIZED CONSTRUCTION ENTRANCEC1 N.T.S.

SCALE

AREA INLET PROTECTIONA4 N.T.S.

SCALE

TRENCH DRAIN PROTECTIONC4 N.T.S.

(M

IN

100mm

1.8M

1. SET POSTS AND EXCAVATE A 0.1M X 0.1M

TRENCH UPSLOPE ALONG THE LINE OF POSTS.

2. STAPLE WIRE FENCING TO THE POSTS.

3. ATTACH THE FILTER BARRIER FABRIC TO THE

WIRE FENCE AND EXTEND IT INTO THE TRENCH.

4. BACKFILL AND COMPACT THE EXCAVATED SOIL.

5. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.

12-1/2 GAUGE (MIN)

WIRE

GROUND LINE

NOTES:

1. SILT FENCE MAY BE INSTALLED USING EITHER TRENCH OR SOIL SLICING CONSTRUCTION

METHOD.

2. WHEN ASSEMBLING SILT FENCE ON-SITE, COMPACT THE BACKFILL SOIL IMMEDIATELY NEXT

TO THE SILT FENCE GEOTEXTILE. COMPACT THE UPSTREAM SIDE FIRST, AND THEN THE

DOWNSTREAM SIDE. WHEN INSTALLING PRE-ASSEMBLED SILT FENCE, CARE MUST BE TAKEN

TO SUFFICIENTLY COMPACT SOIL ADJACENT TO THE INSTALLED GEOTEXTILE AND POSTS.

THE SOIL ADJACENT TO THE BURIED SILT FENCE GEOTEXTILE MUST BE COMPACTED TO

ACHIEVE NO LESS THAN 50% OF ITS ORIGINAL IN-SITU DENSITY.

FLOW

SECTION A

SECTION B

STAPLE

SPACING

150 (MAX)

SECTION A

SECTION B

STAPLE

POSTSSTAPLE

SCALE

SILT FENCEA1 N.T.S.

SCALE

SILT FENCE SPLICE/TERMINATIONA3 N.T.S.

STEEL OR WOOD

POST-IMBED 0.9M

MESH SPACING

150mm (MAX)

FILTER BARRIER

FABRIC

ER

O

SI

O

N C

O N

TR

O

L D

ET

AI

LS

17230764

C1-A

GC500

C4-A

GC500

A4-B

GC500

A4-A

GC500

10 SEP 2021

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

CN

KY

K. YOSHIMOTO

JC

GC501

SCALE

ROCK CHECK DAMA1 N.T.S.

D

IR

EC

TI

O N

4.5 x DRAINAGE AREA (HA)

LENGTH (M) =

M

IN

1 1

460 (MIN)

150 (MIN)

25 (MIN)

O F

FL

O

W

TO

P

W

ID

TH

M

IN

CUTAWAY TO SHOW

GEOTEXTILE COVERED

FILTER STONE CORE

EARTH EMBANKMENT

FILTER STONE

EMBANKMENT

GEOTEXTILE COVERED

FILTER STONE CORE

GEOTEXTILE COVERED

FILTER STONE CORE

TYPE A DRY RIPRAP

EXISTING GROUND

ER

O

SI

O

N C

O N

TR

O

L D

ET

AI

LS

17230765

NOTE:

UNLESS OTHERWISE STATED, ALL

DIMENSIONS ARE IN MILLIMETERS.

CONTOUR INTERVAL IS 0.25 m.

REFER TO SHEET GC500 FOR EROSION CONTROL

DETAILS.

ALL CATCH BASINS MUST HAVE INLET PROTECTION

DURING CONSTRUCTION ACTIVITIES.

INSTALL EROSION CONTROL MEASURES AS INDICATED

ON THE PLANS AND AS FIELD CONDITIONS WARRANT

PRIOR TO COMMENCING ANY CONSTRUCTION

ACTIVITIES. REPAIRS OR MODIFICATIONS TO THE

MEASURES SHOULD BE MADE IF CONTROL MEASURES

PROVE INEFFECTIVE OR IF ADDITIONAL CONTROL

MEASURES ARE NECESSARY.

MINIMIZE UNNECESSARY CLEARING AND GRADING

FROM ALL CONSTRUCTION SITES. CLEARING AND

GRADING MUST ONLY BE PERFORMED WITHIN AREAS

NEEDED TO BUILD THE PROJECT, INCLUDING

STRUCTURES, UTILITIES, ROADS, RECREATIONAL

AMENITIES, POST-CONSTRUCTION STORM WATER

MANAGEMENT FACILITIES, AND RELATED

INFRASTRUCTURE. CLEARING SHOULD ONLY BE

SCHEDULED DURING THE DRY SEASON IF POSSIBLE.

MASS CLEARING DURING THE WET SEASON SHOULD

BE AVOIDED.

A

B

C

D

E

WHENEVER PRACTICABLE AND FEASIBLE,

CONSTRUCTION MUST BE PHASED TO LIMIT

DISTURBANCE TO ONLY ONE AREA OF ACTIVE

CONSTRUCTION AT A TIME. FUTURE PHASES MUST

NOT BE DISTURBED UNTIL CONSTRUCTION OF PRIOR

PHASES IS COMPLETE AND THE LAND AREA IS

STABILIZED.

MINIMIZE UNNECESSARY CLEARING AND GRADING

FROM ALL CONSTRUCTION SITES. CLEARING AND

GRADING MUST ONLY BE PERFORMED WITHIN AREAS

NEEDED TO BUILD THE PROJECT, INCLUDING

STRUCTURES, UTILITIES, ROADS, RECREATIONAL

AMENITIES, POST-CONSTRUCTION STORM WATER

MANAGEMENT FACILITIES, AND RELATED

INFRASTRUCTURE. CLEARING SHOULD ONLY BE

SCHEDULED DURING THE DRY SEASON IF POSSIBLE.

MASS CLEARING DURING THE WET SEASON SHOULD

BE AVOIDED.

WHENEVER PRACTICABLE AND FEASIBLE,

CONSTRUCTION MUST BE PHASED TO LIMIT

DISTURBANCE TO ONLY ONE AREA OF ACTIVE

CONSTRUCTION AT A TIME. FUTURE PHASES MUST

NOT BE DISTURBED UNTIL CONSTRUCTION OF PRIOR

PHASES IS COMPLETE AND THE LAND AREA IS

STABILIZED.

F

G

H

DISTURBED AREAS MUST BE STABILIZED AS SOON AS

FEASIBLY POSSIBLE AFTER CONSTRUCTION IS

COMPLETED WITHIN A DESIGNATED CONSTRUCTION

AREA, AND IN NO CASE LONGER THAN 14 DAYS AFTER

COMPLETION OF ACTIVE CONSTRUCTION.

PERIMETER SEDIMENT CONTROLS MUST BE APPLIED

TO RETAIN OR FILTER CONCENTRATED RUNOFF FROM

DISTURBED AREAS TO TRAP OR RETAIN SEDIMENT

BEFORE IT LEAVES A CONSTRUCTION SITE. UPLAND

RUNOFF SHOULD BE DIVERTED AROUND

EXCAVATIONS WHERE POSSIBLE.

SEDIMENT TRAPPING AND SETTLING DEVICES MUST

BE EMPLOYED TO TRAP AND/OR RETAIN SUSPENDED

SEDIMENTS AND ALLOW TIME FOR THEM TO SETTLE

OUT IN CASES WHERE PERIMETER SEDIMENT

CONTROLS (E.G., SILT FENCE) ARE DEEMED TO BE

INEFFECTIVE IN TRAPPING SUSPENDED SEDIMENTS

ON-SITE.

ALL CONSTRUCTION SITE MANAGERS (OR

SUPERINTENDENTS) MUST PROVIDE DOCUMENTATION

THAT THEY HAVE RECEIVED ADEQUATE TRAINING IN

THE APPLICATION AND MAINTENANCE OF EROSION

AND SEDIMENT CONTROL PRACTICES.

I

J

K

L

ALL CONSTRUCTION SITE MANAGERS MUST

PARTICIPATE IN A PRE-CONSTRUCTION MEETING WITH

APPLICABLE AUTHORITY TO REVIEW THE PROVISIONS

OF THE EROSION AND SEDIMENT CONTROL PLAN AND

MAKE ANY FIELD ADJUSTMENT NECESSARY TO

IMPLEMENT THE INTENT OF THE PLAN TO MINIMIZE

EROSION AND MAXIMIZE SEDIMENT RETENTION

ON-SITE THROUGHOUT THE CONSTRUCTION

PROCESS.

CONSTRUCTION SHOULD BE SCHEDULED TO MINIMIZE

SOIL EXPOSURE IN THE RAINY SEASON (JULY 1ST -

NOV. 30TH) AND DURING PERIODS OF CORAL

SPAWNING.

EROSION AND SEDIMENT CONTROL PRACTICES MUST

BE AGGRESIVELY MAINTAINED THROUGHOUT ALL

PHASES OF CONSTRUCTION. ALL EROSION AND

SEDIMENT CONTROL PLANS MUST HAVE AN

ENFORCEABLE OPERATION AND MAINTENANCE

AGREEMENT TO ENSURE THAT PRACTICES ARE

MAINTAINED DURING THE CONSTRUCTION PROCESS.

M

N

O

SCALE

EROSION CONTROL GENERAL NOTESA4 N.T.S.

10 SEP 2021

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

CN

KY

K. YOSHIMOTO

JC

SCALE

OVERALL TOPOGRAPHIC SURVEYB1 1:4000

V-100

TOPOGRAPHIC SURVEY GENERAL

NOTES

BENCHMARKS

CONTROL POINT CP-9022NL N 1,659,187.9847

E 351,510.7382

EL. 76.876

CONTROL POINT CP-9016PKNL N 1,659,233.3922

E 351,762.1268

EL. 77.397

CONTROL POINT CP-9018NAIL N 1,659,280.5912

E 352,002.4838

EL. 77.674

LEGEND

LEASE BOUNDARY

ET TINI 1 N 1,655,557.2821

E 350,949.2057

EL. 1.287

TIDE STATION 1770000

TIDE STATION LOCATION TINIAN HARBOR,

TINIAN

PID AA4407

VM NONE

BENCH MARK TIDAL 1

HT ABOVE LMSL (METERS) 2.361

TIDAL EPOCH DATA

COORDINATES ARE BASED ON THE MARIANA ISLANDS

DISTRICT COORDINATE SYSTEM OF 1966.