W912QR21R0023_Plans-0002.pdf

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US Army Corps of Engineers ® Louisville Distrct

IT IS A VIOLATION OF ARTICLE 7209.2 FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF THE PLAN IS ALTERED IN ANY WAY THE ALTERING ENGINEER OR LAND SURVEYOR SHALL SEAL THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY:" FOLLOWED BY THEIR SIGNATURE, THE DATE OF THE ALTERATION, AND A SPECIFIC DESCRIPTION OF EACH ALTERATION.

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SHEET INDEX

SHEET

NUMBER SHEET NAME

FM018 SEQUENCE OF OPERATIONS

FM101 EX / DEMO OVERALL SITE PLAN

FM102 EX / DEMO - HYDRANT AREA

FM103 EX / DEMO ENLARGED PLAN - APRON AREA

FM104 EX / DEMO SITE PLAN - BULK FUEL ALARM

FM105 EX / DEMO ENLARGED PLAN - OFFLOAD POSITIONS

AND TRANSFER PUMP HOUSE

FM106 EX / DEMO - TANK A AND FILL STANDS

FM107 EX / DEMO - TANK C

FM111 NEW WORK - OVERALL SITE PLAN

FM112 NEW WORK HYDRANT AREA

FM113 NEW WORK - OFFLOAD AREA

FM114 NEW WORK ENLARGED PLAN - APRON AREA

FM114B NEW WORK ENLARGED PLAN - BID OPTION

FM301 PRT SECTION SHEET

FM302 PIPING SECTIONS

FM311 PUMP HOUSE SECTION SHEET

FM312 PUMP HOUSE SECTION SHEET

FM401 EX / DEMO ENLARGED PLAN - PUMP HOUSE

FM402 EX / DEMO HYDRANT LOOP UNDERGROUND

TRANSITION

FM403 EX / DEMO ENLARGED PLAN - PRODUCT RECOVERY

TANK / HYDRAND LOOP PIPING

FM404 EX / DEMO ENLARGED PLAN - FILLSTAND

FM405 EX / DEMO ENLARGED PLAN - TANK 2

FM406 EX / DEMO ENLARGED PLAN - TANK 1

FM411 NEW WORK ENLARGED PLAN - PUMP HOUSE

FM412 NEW WORK ENLARGED PLAN - HYDRANT LOOP

UNDERGROUND TRANSITION

FM413 NEW WORK ENLARGED PLAN - HYDRANT LOOP

UNDERGROUND TRANSITION

FM414 NEW WORK ENLARGED PLAN - FILLSTAND

FM415 NEW WORK ENLARGED PLAN TANK 2

FM416 NEW WORK ENLARGED PLAN TANK 1

FM417 NEW WORK ENLARGED PLAN - TANK / PUMP HOUSE

TRANSITION PIPING

FM418 NEW WORK ENLARGED PLAN - 10,000 BBL TANK AREA

FM419 NEW WORK ENLARGED PLAN - OFFLOAD STRESS

LOOP

FM420 NEW WORK ENLARGED PLAN - OFFLOAD PIPING

FM421 OFFLOAD POSITIONS 1 & 2 NEW WORK ENLARGED

PLAN

FM431 PRT APPURTENANCE SCHEDULE

FM501 FUELING DETAILS

FM502 FUELING DETAILS

FM503 FUELING DETAILS

FM504 FUELING DETAILS

FM505 FUELING DETAILS

FM506 FUELING DETAILS

FM507 FUELING DETAILS

FM508 FUELING DETAILS

FM509 FUELING DETAILS

FM510 FUELING DETAILS

FM511 NEW PIPE SUPPORT DETAILS

FM512 FUELING DETAIL

FM513 TRUCK OFFLOAD DETAILS AND SEQUENCE OF

OPERATIONS

FM514 TANK DETAILS

FM515 TANK DETAILS

FM516 TANK DETAILS

FM517 TANK DETAILS

FM518 TANK DETAILS

FM519 TANK DETAILS

FM520 TANK DETAILS

FM521 TANK DETAILS

FM522 TANK INTERNAL FLOATING ROOF DETAILS

FM523 TANK INTERNAL FLOATING ROOF DETAILS

FM524 TANK INTERNAL FLOATING ROOF DETAILS

FM525 TANK ROOF SUPPORT DETAILS

FM601 FUELING SCHEDULES

FM602 PIPE SUPPORT SCHEDULE

FM603 TANK 3 NOZZLE AND APPURTENANCE SCHEDULE

FM604 TANK 3 FLOATING PAN SCHEDULE

SHEET INDEX

SHEET

NUMBER SHEET NAME

ARCHITECTURAL

A-001 ARCHITECTURAL GENERAL NOTES, LEGEND, AND

ABBREVIATIONS

A-002 PUMPHOUSE LIFE SAFETY PLAN AND CODE SUMMARY

A-003 FIRE PROTECTION LIFE SAFETY PLAN CHECKLIST

A-101 PUMPHOUSE DEMOLITION PLAN, FLOOR PLAN , AND

ELEVATIONS

A-102 TYPICAL WALL SECTIONS

A-103 PUMPHOUSE FLOOR PLAN AND DETAILS

A-104 PUMPHOUSE DOOR DETAILS

AB001 GENERAL NOTES AND ABBREVIATIONS

AB002 SYMBOLS AND MATERIALS

AB003 PARTITION TYPES & DETAILS

ABD101 ARCHITECTURAL DEMOLITION PLAN

AB101 FLOOR PLAN

AB131 REFLECTED CEILING PLAN

AB151 ROOF PLAN

AB201 EXTERIOR ELEVATIONS

AB301 BUILDING SECTIONS AND INTERIOR ELEVATIONS

AB501 ARCHITECTURAL DETAILS

AB502 ARCHITECTURAL DETAILS

AB571 ADA MOUNTING HEIGHTS & DETAILS

AB601 DOOR SCHEDULE, TYPES, FRAME TYPES & DETAILS

AB602 WINDOW & GLAZING SCHEDULE, TYPES & DETAILS

INTERIORS

IGB101 SIGNAGE PLAN

IGB601 SIGNAGE SCHEDULE

IFB101 FURNITURE PLAN

IB-101 INTERIOR FINISH PLAN

IB-601 ROOM FINISH SCHEDULE & GENERAL NOTES

FIRE PROTECTION

FA001 FIRE ALARM GENERAL NOTES AND LEGEND

FA101 MCC/LFM BUILDING 919 - OVERALL FIRE ALARM PLAN

FA102 PUMP HOUSE - OVERALL FIRE ALARM PLAN

FA501 FIRE ALARM DETAILS & SCHEDULES

FB001 FIRE PROTECTION GENERAL NOTES & LEGEND

FB101 OVERALL FIRE PROTECTION PLAN

FAB101 OVERALL FIRE ALARM PLAN

FAB501 FIRE ALARM RISER DIAGRAM & OPERATIONAL MATRIX

MECHANICAL

M-001 MECHANICAL GENERAL NOTES AND DESIGN CRITERIA

M-002 MECHANICAL ABBREVIATIONS AND LEGENDS

M-101 MECHANICAL PUMP HOUSE PLAN

M-601 MECHANICAL PUMP HOUSE SCHEDULES AND DETAILS

MB101 FUELS LAB ADDITION MECHANICAL PLAN

MB501 MECHANICAL DETAILS

MB502 MECHANICAL DETAILS

MB503 MECHANICAL DETAILS

MB601 MECHANICAL SCHEDULES

MB602 MECHANICAL SCHEDULES

MB701 MECHANICAL CONTROLS

MB702 MECHANICAL CONTROLS

MB703 MECHANICAL CONTROLS

MB704 MECHANICAL CONTROLS

MB705 MECHANICAL CONTROLS

MB706 MECHANICAL CONTROLS

MB707 MECHANICAL CONTROLS

FUELING MECHANICAL

FM001 GENERAL NOTES, LEGEND, AND ABBREVIATIONS

FM002 EX / DEMO FLOW DIAGRAM - TANK 1 & 2

FM003 EX/ DEMO FLOW DIAGRAM - PUMP HOUSE

FM004 EX / DEMO FLOW DIAGRAM - HYDRANT LOOP /

TRANSFER LINE

FM005 EX / DEMO FLOW DIAGRAM - FILLSTAND

FM011 NEW WORK FLOW DIAGRAM - TANK 1 & 2

FM012 NEW WORK FLOW DIAGRAM - PUMP HOUSE

FM013 NEW WORK FLOW DIAGRAM - HYDRANT LOOP /

TRANSFER STAND

FM014 NEW WORK FLOW DIAGRAM - FILLSTAND

FM015 10,000 BBL TANK 3 FLOW DIAGRAM

FM016 OFFLOAD POSITIONS FLOW DIAGRAM

FM017 SEQUENCE OF OPERATIONS

SHEET INDEX

SHEET

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C-503 CIVIL CONSTRUCTION DETAILS

C-504 CIVIL CONSTRUCTION DETAILS

C-505 CIVIL CONSTRUCTION DETAILS

C-506 CIVIL CONSTRUCTION DETAILS

C-507 CIVIL CONSTRUCTION DETAILS

C-508 CIVIL CONSTRUCTION DETAILS

C-509 CIVIL CONSTRUCTION DETAILS

C-510 CIVIL CONSTRUCTION DETAILS

C-511 CIVIL CONSTRUCTION DETAILS

C-512 CIVIL CONSTRUCTION DETAILS

C-513 CIVIL CONSTRUCTION DETAILS

C-514 CIVIL CONSTRUCTION DETAILS

C-515 REFERENCE PHOTOS

C-516 REFERENCE PHOTOS

C-701 EROSION & SEDIMENT CONTROL NOTES

C-702 OVERALL EROSION & SEDIMENT CONTROL PLAN

C-703 INITIAL EROSION & SEDIMENT CONTROL PLAN

C-704 FINAL EROSION & SEDIMENT CONTROL PLAN

C-705 EROSION & SEDIMENT CONTROL PLAN

C-706 EROSION & SEDIMENT CONTROL PLAN

C-710 EROSION & SEDIMENT CONTROL DETAILS

C-711 EROSION & SEDIMENT CONTROL DETAILS

C-712 EROSION & SEDIMENT CONTROL DETAILS

C-713 EROSION & SEDIMENT CONTROL DETAILS

C-721 FLOOD INSURANCE RATE MAP

C-722 HYDROLOGIC SOIL GROUP MAP

C-723 USGS MAP

C-724 NATIONAL WETLAND MAP

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-002 SCHEDULE OF SPECIAL INSPECTIONS &

ABBREVIATIONS

S-003 WIND LOAD DIAGRAMS

S-101 OVERALL SITE PLAN

S-102 PLAN - PUMP HOUSE

S-103 SITE PLAN - LOAD / OFFLOAD AREA

S-104 SITE PLAN - CONTAINMENT AREA

S-201 STRUCTURAL ELEVATIONS

S-202 CROSS OVER STAIR (S1) PLAN, SECTION, & DETAILS

S-203 CROSS OVER STAIR (S2) PLAN, SECTION, & DETAILS

S-301 CONTAINMENT WALL SECTION & DETAILS

S-401 ENLARGED PLAN - PIPE TRENCH

S-402 ENLARGED PLAN - TANK 1

S-403 ENLARGED PLAN - TANK 2

S-404 ENLARGED PLAN - NEW TANK

S-501 STRUCTURAL DETAILS

S-502 STRUCTURAL DETAILS

S-503 STRUCTURAL DETAILS

S-504 STRUCTURAL DETAILS

S-505 STRUCTURAL DETAILS

S-506 STRUCTURAL DETAILS

S-507 STRUCTURAL DETAILS

SB001 GENERAL STRUCTURAL NOTES

SB002 GENERAL STRUCTURAL NOTES

SB003 SPECIAL INSPECTIONS

SB004 SPECIAL INSPECTIONS

SB005 WIND LOADING DIAGRAMS

SB101 FOUNDATION PLAN

SB102 SLAB PLAN

SB151 ROOF FRAMING PLAN

SB201 STRUCTURAL FRAMING ELEVATIONS

SB301 FOUNDATION SECTIONS

SB302 FOUNDATION SECTIONS

SB321 FRAMING SECTIONS

SB322 FRAMING SECTIONS

SB501 TYPICAL CONCRETE STRUCTURAL DETAILS

SB521 TYPICAL MASONRY STRUCTURAL DETAILS

SB522 TYPICAL MASONRY STRUCTURAL DETAILS

SB531 TYPICAL STEEL STRUCTURAL DETAILS

SHEET INDEX

SHEET

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GENERAL

G-001 COVER SHEET

G-002 DRAWING INDEX

G-003 DRAWING INDEX

G-004 CONSTRUCTION SAFETY AND PHASING PLAN NOTES

G-005 CONSTRUCTION SAFETY AND PHASING PLAN NOTES

G-006 AIRFIELD CONSTRUCTION PHASING PLAN - PHASE 1

G-007 AIRFIELD CONSTRUCTION PHASING PLAN - PHASE 2

G-007B AIRFIELD CONSTRUCTION PHASING PLAN - PHASE 2 -

BID OPTION

G-008 CONTRATOR HAUL ROUTE AND STAGING AREA PLAN

G-009 SITE CODE COMPLIANCE PLAN

GB101 LIFE SAFETY PLAN

GB102 BUILDING CODE SUMMARY

SURVEY

V-101 TOPOGRAPHIC SURVEY

V-102 TOPOGRAPHIC SURVEY

V-103 TOPOGRAPHIC SURVEY

V-104 TOPOGRAPHIC SURVEY

V-105 TOPOGRAPHIC SURVEY

V-106 TOPOGRAPHIC SURVEY

V-107 TOPOGRAPHIC SURVEY

V-108 TOPOGRAPHIC SURVEY

V-109 TOPOGRAPHIC SURVEY

GEOTECHNICAL

B-001 GEORTECHNICAL BORINGS SITE MAP

B-002 GEOTECHNICAL BORING LOGS

B-003 GEOTECHNICAL BORING LOGS

B-004 GEOTECHNICAL BORING LOGS

B-005 GEOTECHNICAL BORING LOGS

CIVIL

C-001 CIVIL GENERAL NOTES, LEGEND, AND ABBREVIATIONS

C-002 SUPPLEMENTAL CIVIL PLAN NOTES

C-101 OVERALL SITE PLAN

C-102 CONSTRUCTION LIMITS STAKING PLAN

C-105 OVERALL AIRFIELD APRON DEMOLITION PLAN

C-105B OVERALL AIRFIELD APRON DEMOLITION PLAN – BID

OPTION

C-106 OVERALL AIRFIELD APRON SITE PLAN

C-106B OVERALL AIRFIELD APRON SITE PLAN – BID OPTION

C-110 AIRFIELD PAVEMENT MARKING PLAN

C-110B AIRFIELD PAVEMENT MARKING PLAN – BID OPTION

C-111 HYDRANT FUELS AREA OVERALL DEMOLITION PLAN

C-112 HYDRANT FUELS AREA OVERALL SITE/UTILITY PLAN

C-113 TANK AREA SITE/UTILITY PLAN

C-114 TRUCK OFFLOAD SITE/UTILITY PLAN

C-115 TANK AREA COORDINATE STAKING PLAN

C-116 TRUCK OFFLOAD COORDINATE STAKING PLAN

C-117 COORDINATE POINT TABLE

C-121 HYDRANT FUELS AREA OVERALL GRADING AND

DRAINAGE PLAN

C-122 TANK AREA GRADING AND DRAINAGE PLAN

C-123 TRUCK OFFLOAD GRADING AND DRAINAGE PLAN

C-251 DEMOLITION PLAN

C-252 DEMOLITION PLAN

C-253 SITE AND DEMOLITION PLAN AND PIPE PROFILE

C-254 SITE AND DEMOLITION PLAN AND PIPE PROFILE

C-254B SITE AND DEMOLITION PLAN AND PIPE PROFILE - BID

OPTION

C-255 SITE AND DEMOLITION PLAN AND PIPE PROFILE

C-256 SITE AND DEMOLITION PLAN AND PIPE PROFILE

C-401 AIRFIELD APRON JOINT LAYOUT PLAN

C-402 AIRFIELD APRON JOINT LAYOUT PLAN

C-402B AIRFIELD APRON JOINT LAYOUT PLAN - BID OPTION

C-403 AIRFIELD APRON JOINT LAYOUT PLAN

C-403B AIRFIELD APRON JOINT LAYOUT PLAN - BID OPTION

C-404 AIRFIELD APRON JOINT LAYOUT PLAN

C-410 ENLARGED TANK AREA & BLDG ADDITION GRADING

AND DRAINAGE / JOINT LAYOUT PLAN

C-411 ENLARGED TRUCK OFFLOAD AREA DRAINAGE / JOINT

LAYOUT PLAN

C-412 HYDRANT LOOP ENLARGED SITE PLANS

C-413 ENLARGED PRT DEMOLITION AND SITE PLAN

C-501 CIVIL CONSTRUCTION DETAILS

C-502 CIVIL CONSTRUCTION DETAILS

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US Army Corps of Engineers ® Louisville Distrct

IT IS A VIOLATION OF ARTICLE 7209.2 FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF THE PLAN IS ALTERED IN ANY WAY THE ALTERING ENGINEER OR LAND SURVEYOR SHALL SEAL THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY:" FOLLOWED BY THEIR SIGNATURE, THE DATE OF THE ALTERATION, AND A SPECIFIC DESCRIPTION OF EACH ALTERATION.

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CERTIFIED FINAL DESIGN SUBMITTAL

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SHEET INDEX pt 2

SHEET

NUMBER SHEET NAME

EB141 LIGHTNING PROTECTION PLAN

EB501 ELECTRICAL DETAILS

EB502 ELECTRICAL DETAILS

EB503 ELECTRICAL DETAILS

EB504 ELECTRICAL DETAILS

EB601 ELECTRICAL FEEDER SCHEDULES

EB602 ELECTRICAL ONE-LINE DIAGRAM

EB611 LUMINAIRE SCHEDULE

EB612 MECHANICAL EQUIPMENT SCHEDULE

EB621 PANELBOARD SCHEDULES

CATHODIC PROTECTION

CP101 CATHODIC PROTECTION STIE PLAN

CP102 CATHODIC PROTECTION STIE PLAN

CP103 CATHODIC PROTECTION STIE PLAN

CP501 CATHODIC PROTECTION DETAILS

CP502 CATHODIC PROTECTION DETAILS

CP503 CATHODIC PROTECTION DETAILS

CP504 CATHODIC PROTECTION DETAILS

CP505 CATHODIC PROTECTION DETAILS

TOTAL SHEET COUNT: 348

SHEET INDEX pt 2

SHEET

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PLUMBING

P-001 PLUMBING GENERAL NOTES, ABBREVIATIONS, AND

LEGENDS

PBD101 PLUMBING DEMOLITION PLAN

PB101 FUELS LAB ADDITION PLUMBING PLAN

PB501 PLUMBING DETAILS

PB601 PLUMBING SCHEDULES

ELECTRICAL

E-001 ELECTRICAL LEGEND, ABBREVIATIONS AND GENERAL

NOTES

EJ101 HAZARDOUS AREA CLASSIFICATION PLAN

EJ501 ELECTRICAL HAZARDOUS CLASSIFICATION DETAILS

ES101 OVERALL SITE PLAN

ES102 ELECTRICAL SITE PLAN SHEET 1 OF 2

ES103 AS-BUILT SITE PLAN

ES104 ELECTRICAL SITE PLAN SHEET 2 OF 2

EP401 ENLARGED TANKS PLAN

EP402 ENLARGED TANK 3 PLAN

EP403 PHOTOMETRIC TANK 3 PLAN

EP404 ENLARGED PUMP HOUSE PLAN

EP405 PUMP HOUSE LIGHTING PLAN

EP406 PUMP HOUSE PHOTOMETRIC PLAN

EP407 ENLARGED BUILDING 918 PLAN

EP408 MCC / LFM BUILDING 919

EP409 ENLARGED LOAD / OFFLOAD AREA PLAN

EP410 ENLARGED PRODUCT RECOVERY TANK ELECTRICAL

EP411 ENLARGED OFFLOAD SKID PLAN

EP412 OFFLOAD SKID PHOTOMETRIC PLAN

EP413 ENLARGED APRON PLAN

EP414 ENALRGED WATER PUMP (WP-1) PLAN

EP415 ENLARGED WATER PUMP (WP-2) PLAN

EP416 ENLARGED WATER PUMP (WP-3) PLAN

EP501 ELECTRICAL DETAILS

EP502 LIGHT FIXTURE DETAIL AND SCHEDULE

EP503 ELECTRICAL DETAILS

EP504 ELECTRICAL DETAILS

EP601 EXISTING / DEMO ONE LINE DIAGRAM

EP602 NEW ONE LINE DIAGRAM

EP603 MOTOR STARTER SCHEMATIC DIAGRAM - SHEET 1

EP604 MOTOR STARTER SCHEMATIC DIAGRAM - SHEET 2

EP605 MOTOR STARTER SCHEMATIC DIAGRAM - SHEET 3

EP606 MOTOR STARTER SCHEMATIC DIAGRAM - SHEET 4

EP607 DE-ICE PUMP MOTOR SCHEMATIC DIAGRAM AND

EQUIPMENT PACK DETAIL

EP608 EFSO WIRING DIAGRAM

EP609 APRON AREA EFSO WIRING DIAGRAM

EP610 PANEL SCHEDULE

EP611 CONDUIT AND CABLE SCHEDULE SHEET 1

EP612 CONDUIT AND CABLE SCHEDULE SHEET 2

EP613 CONDUIT AND CABLE SCHEDULE SHEET 3

EP614 CONDUIT AND CABLE SCHEDULE SHEET 4

EP615 EXISTING CABLE AND CONDUIT SCHEDULE

EP616 WIRING DIAGRAM

EI501 PUMP CONTROL PANEL ELEVATION

EI502 GRAPHIC DISPLAY

EI503 CONTROL WIRING TERMINATIONS

EI504 CONTROL WIRING TERMINATIONS

EI505 TRUCK FILLSTAND WIRING DIAGRAM

EI601 CONTROL SYSTEM DIAGRAMS

EI602 CONTROL SYSTEM I/O SHEET 1

EI603 CONTROL SYSTEM I/O SHEET 2

EI604 CONTROL SYSTEM I/O SHEET 3

EI605 CONTOL SYSTEM I/O SHEET 4

EG101 ELECTRICAL GROUNDING PLAN

EG401 ENLARGED PUMPHOUSE LIGHTING AND GROUND

PROTECTION PLAN

EG402 ENLARGED TANK 1 AND 2 GROUNDING PLAN

EG403 ENLARGED TANK 3 AND NEW OFFLOAD SKIDS

GROUNDING PLAN

EG501 LIGHTNING PROTECTION DETAIL

EG502 GROUNDING DETAILS

EG503 GROUNDING DETAILS

EB001 ELECTRICAL GENERAL NOTES AND ABBREVIATIONS

EB002 ELECTRICAL LEGEND

EB101 ELECTRICAL DEMOLITION PLAN

EB111 LIGHTING PLAN

EB121 POWER PLAN

EB131 MECHANICAL POWER PLAN

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THIS CONSTRUCTION SAFETY AND PHASING PLAN (CSPP), AS REQUIRED BY

FEDERAL AVIATION ADMINISTRATION (FAA) ADVISORY CIRCULAR 150/5370-2G AND

EM 385-1-1, STIPULATES RESPONSIBILITIES TO MAINTAIN OPERATIONAL SAFETY ON

THE AIRPORT DURING CONSTRUCTION. ALL CONSTRUCTION OPERATIONS

EXECUTED DURING THE CONSTRUCTION PROJECT SHALL CONFORM TO THIS PLAN.

INCLUDED IN THE CSPP, THE CONTRACTOR IS REQUIRED TO SUBMIT A SAFETY PLAN

COMPLIANCE DOCUMENT (SPCD) TO THE AIRPORT FOR APPROVAL TO BE ISSUED

FOLLOWING THE NOTICE-TO-PROCEED (NTP) AND PRIOR TO STARTING WORK IN THE

FIELD. THE CONTRACTOR WILL DEFINE IN THE SPCD HOW HE WILL ABIDE WITH THE

REQUIREMENTS PLACED IN THE CSPP.

1. SCOPE OF WORK:

THE BASE BID SCOPE OF THE PROJECT IS TO REPLACE THE EXISTING

UNDERGROUND HYDRANT FUEL LINE AND PROVIDE A CATHODIC PROTECTION

SYSTEM FOR THE PIPING SYSTEM. NECESSARY VALVES AND LOW POINT DRAINS

WILL BE PROVIDED ALONG THE HYDRANT FUEL LINE ROUTE. EXISTING APRON FUEL

PITS WILL BE DEMOLISHED AND RELOCATED TO MEET UFC REQUIREMENTS FOR

AIRPLANE PARKING. AIRCRAFT GROUNDING POINTS WILL ALSO BE PROVIDED FOR

THE NEW PARKING LOCATIONS. EXISTING TANKS #2523 AND #2524 WILL BE

REPAIRED BASED ON REPAIRS DETAILED IN THE TECHNICAL DRAWINGS AND

SPECIFICATIONS. EXISTING VALVING AND INSTRUMENTATION WILL BE REPLACED,

REBUILT, SUPPLIED, OR REPAIRED WITHIN THE PUMPHOUSE AS SHOWN IN THE

DRAWINGS. AN EXISTING PUMP CONTROL PANEL PREVIOUSLY PURCHASED WILL BE

INSTALLED AS A PART OF THIS PROJECT. THE EXISTING PUMPHOUSE EXTERIOR

PANELING WILL BE REMOVED AND REPLACED. ALL MAN DOORS AND OVERHEAD

DOORS IN THE PUMPHOUSE WILL BE REMOVED AND REPLACED. EXISTING HVAC

EQUIPMENT WITHIN THE PUMPHOUSE WILL BE REMOVED AND REPLACED.

AS A PART OF THE PROJECT, THE FOLLOWING BID OPTIONS ARE INCLUDED:

- CONSTRUCTION OF A BUILDING ADDITION SERVING AS A FUELS LABORATORY

AND CLASSROOM FOR BUILDING 918 (BUILDING ADDITION FOR BUILDING 918 BID

OPTION).

- CONSTRUCTION OF A NEW 10,000 BARREL (BBL) ABOVEGROUND FUEL STORAGE

TANK WITH A CONCRETE CONTAINMENT AREA, A GRASS GRID PAVER FIRE LANE,

AND TWO NEW COMMERCIAL OFFLOADING POSITIONS TO SERVE THE NEW

TANK ( COMMERCIAL OFFLOAD AND 10,000 BBL TANK BID OPTION).

- ABANDON IN PLACE AND SLURRY-FILL THE EXISTING UNDERGROUND BULK

TRANSFER LINE AND DEMOLITION OF TANK #2513, TANK #2515, AND ALL

ABOVEGROUND FUEL PIPINGS AT THE EAST POL YARD. (TANK DEMOLITION AND

ABANDONMENT OF EXISTING FUEL BULK STORAGE TRANSFER LINE BID OPTION)

2. COORDINATION:

COORDINATION MEETINGS ARE HELD THROUGHOUT DESIGN, CONTRACT

PROCUREMENT, AND DURING CONSTRUCTION. OPERATIONAL SAFETY IS A

STANDING AGENDA TOPIC DURING EVERY PHASE OF THE PROJECT.

2.1. CONTRACTOR PROGRESS MEETINGS - NIAGARA FALLS AIR RESERVE

STATION (NFARS), NIAGARA FALLS INTERNATIONAL AIRPORT (IAG)

OPERATIONS, AND/OR TENANTS IMPACTED DURING CONSTRUCTION HAVE

OR WILL HAVE THE OPPORTUNITY TO POSE QUESTIONS AT WEEKLY

CONSTRUCTION MEETINGS. IN ADDITION, CONSTRUCTION PROGRESS

MEETINGS, SCOPE OR SCHEDULE CHANGES, AND MEETINGS WITH THE FAA

AIR TRAFFIC ORGANIZATION (ATO) WILL BE HELD AS REQUIRED THROUGH

THE PERFORMANCE OF THE CONTRACT.

2.1.1. STAKEHOLDER MEETINGS SHALL BE CONDUCTED TO ENSURE THE

NFARS, IAG, CONTRACTING OFFICER (KO) OR CONTRACTING OFFICER'S

REPRESENTATIVE (COR), AND OTHER INTERESTED PARTIES ARE AWARE

OF THE PROJECT REQUIREMENTS AND HAVE AN UNDERSTANDING OF

THEIR INDIVIDUAL RESPONSIBILITIES, AS WELL AS THE TECHNICAL

REQUIREMENTS OF THE CONTRACT.

2.1.2. NFARS WILL CONDUCT A PRE-BID CONFERENCE FOR THIS PROJECT.

INCLUDED IN THIS CONFERENCE WILL BE A DISCUSSION HELD BY THE

KO/COR TO CLARIFY AND EXPLAIN CONSTRUCTION METHODS,

PROCEDURES, AND SAFETY MEASURES REQUIRED BY THE CONTRACT.

THE PARTICIPANTS NORMALLY INCLUDE PROSPECTIVE BIDDERS,

SUBCONTRACTORS, AND MATERIAL SUPPLIERS.

2.1.3. PRE-CONSTRUCTION CONFERENCE WILL BE HELD WITH THE

CONTRACTOR IMMEDIATELY FOLLOWING NTP. A PRE-ACTIVITY MEETING

WILL BE HELD PRIOR TO THE START OF EACH CONSTRUCTION ACTIVITY.

MEETING ATTENDEES SHALL INCLUDE THE KO/COR, IAG, AIRSIDE

OPERATIONS, LOCAL AIR TRAFFIC CONTROL MANAGEMENT, LOCAL FAA

REPRESENTATIVES, CONTRACTOR PERSONNEL, AIRLINE

REPRESENTATIVES, AND OTHER STAKEHOLDERS. THIS PLAN ALONG

WITH THE CSPP OR SPCD WILL BE REVIEWED AT THE MEETING.

2.1.4. UPON NTP, WEEKLY CONTRACTOR PROGRESS MEETINGS WILL BE HELD

THROUGHOUT THE DURATION OF THE PROJECT. AT A MINIMUM,

ATTENDEES WILL INCLUDE THE KO/COR, IAG, CONTRACTOR PERSONNEL,

AND AIRSIDE OPERATIONS. OPERATIONAL SAFETY SHALL BE A STANDING

AGENDA ITEM FOR DISCUSSION.

2.2. SCOPE OR SCHEDULE CHANGES - ANY SCOPE AND SCHEDULE CHANGES

WILL REQUIRE APPROVAL AND DOCUMENTATION BY THE CONTRACTING

OFFICER. THESE CHANGES WILL BE ADDRESSED BY THE CONTRACTOR IN

WEEKLY PROGRESS MEETINGS. ANY CHANGES TO THE CSPP OR SPCD WILL

REQUIRE APPROVAL FROM THE USACE CONTRACTING OFFICER, NFARS, IAG,

AND FAA PRIOR TO IMPLEMENTATION.

2.3. FAA ATO COORDINATION - POTENTIAL IMPACTS TO NAVIGATIONAL AIDS

(NAVAIDS) OR CHANGES TO GRADES SHALL REQUIRE EARLY COORDINATION

WITH FAA. STAKEHOLDER MEETINGS SHALL BE SCHEDULED AS NEEDED TO

IDENTIFY AND ADDRESS ANY OPERATIONAL IMPACTS. NO IMPACTS TO

NAVAIDS ARE ANTICIPATED DURING CONSTRUCTION OF THIS PROJECT. FAA

REGULATIONS FOR THE USE OF CRANES AND OTHER ELEVATED EQUIPMENT

WILL BE STRICTLY ENFORCED. THE NFARS AIRFIELD MANAGER WILL BE

PROCESSING THE TEMPORARY FAA 7460-1 APPLICATION AS A PART OF THE

OVERALL AIRFIELD WAIVER PROCESS. A MINIMUM OF 90 DAYS WILL BE

REQUIRED FOR FAA APPROVAL OF FORM(S) 7460-1. THIS 90-DAY PERIOD

BEGINS THE DATE THE NFARS SUBMITS THE 7460-1 TO THE FAA. THE

CONTRACTOR SHALL REQUEST A COPY OF THE AIRFIELD WAIVER AND FAA

FORM 7460-1 FROM THE CONTRACTING OFFICER AND SUBMIT A COPY OF THE

INFORMATION WITH THE AIRCRAFT AIRFIELD CONSTRUCTION AND PHASING

PLAN AS REQUIRED UNDER SPECIFICATION 01 35 26.00 06.

2.4. AIRCRAFT AIRFIELD CONSTRUCTION AND PHASING PLAN - THE

CONTRACTOR MUST SUBMIT THE AIRCRAFT AIRFIELD CONSTRUCTION

PHASING PLAN 15 DAYS PRIOR TO MOBILIZATION ON THE AIRFIELD. THIS

PLAN IS REQUIRED UNDER SPECIFICATION 01 35 26.00 06.

3. PHASING:

3.1. PHASE ELEMENTS - CLOSURE LOCATIONS SHALL VARY DEPENDING UPON

ABILITY TO OBTAIN CLOSURE OF SPECIFIC AREA AND TYPE OF WORK TO BE

COMPLETED. IN CASES WHERE DIFFERING TYPES OF WORK ARE REQUIRED

IN THE SAME GENERAL LOCATION, THE CLOSURE AREA MAY BE ENLARGED

TO CONTAIN THE MULTIPLE ACTIVITIES. SEE SECTION 4: "AREAS AND

OPERATIONS AFFECTED BY CONSTRUCTION ACTIVITIES", FOR A LIST OF

AFFECTED TAXIWAYS AND APRONS.

3.1.1. ALL TAXIWAY CLOSURES WILL REQUIRE COORDINATION AND APPROVAL

FROM AIRSIDE OPERATIONS AND NFARS AT LEAST 14 DAYS PRIOR TO

BEGINNING CONSTRUCTION ACTIVITIES. FAILURE TO REQUEST CLOSURE

AT LEAST 14 DAYS IN ADVANCE MAY RESULT IN WORK BEING CANCELED

AT NO COST TO THE GOVERNMENT.

3.1.2. CLOSURE REQUESTS SHALL BE MADE THROUGH THE KO/COR. THE

KO/COR WILL COORDINATE APPROVAL AND ALTERNATIVE TRAFFIC

ROUTES WITH THE FAA. TAXIWAY CLOSURE BOUNDARIES SHALL BE

LIMITED BY THE SCOPE OF WORK TO BE ACCOMPLISHED DURING A

CLOSURE PERIOD.

3.1.3. THE CONTRACTOR SHALL SCHEDULE THEIR OPERATION TO COMPLETE

ALL WORK WITHIN THE SPECIFIED TIME PERIODS AND SHALL HAVE

SUFFICIENT LABOR, MATERIALS, AND EQUIPMENT ON HAND TO

ACCOMPLISH THIS.

3.1.4. THE INTENT OF CLOSURES IS TO PROVIDE THE CONTRACTOR

SUFFICIENT WORK AREAS TO COMPLETE THE WORK WITHIN THE TIME

PERIODS SPECIFIED AND TO ADEQUATELY MAINTAIN AIRCRAFT

OPERATIONS. THE CONTRACTOR WILL BE ALLOWED ACCESS TO ONLY

THE PORTIONS OF THE RUNWAY OR TAXIWAY CLOSURE AREA THAT CAN

BE COMPLETED DURING THE CLOSURE TIME FRAME. THE CLOSURE WILL

BE SUBJECT TO THE KO/COR'S APPROVAL.

3.1.5. ANTICIPATED DURATION OF THE PROJECT RVKQ200774, RVKQ200775,

RVKQ200776, AND RVKQ2007776 IS 483 DAYS. THE PROJECT WILL BEGIN

WORK IN 2021, AND BE COMPLETED IN DECEMBER 2022. WORK ON

TAXIWAYS WILL BE ACCOMPLISHED DURING APPROVED CLOSURE

PERIODS. WHEN THE COMBINATION OF WEATHER / TEMPERATURE / DEW

POINT MAKES IT THAT SUCH WORK IS UNFAVORABLE, ADDITIONAL

TAXIWAY CLOSURE PERIODS MAY BE ARRANGED WITH PRIOR APPROVAL

FROM THE KO/COR, AIRSIDE OPERATIONS AND THE FAA AIR TRAFFIC

CONTROL TOWER (ATCT).

3.1.6. AIRFIELD AREAS SCHEDULED FOR CLOSURE FOR CONSTRUCTION

ACTIVITIES WILL NOT BE CLOSED UNTIL ALL PERSONNEL, EQUIPMENT,

AND MATERIALS ARE STAGED AND READY TO MOVE INTO THE WORK

AREA.

3.1.7. REFER TO SHEET G-008 FOR CONSTRUCTION STAGING AREA AND HAUL

ROUTES. STAGING AREA INCLUDES MATERIAL STORAGE AREA,

EQUIPMENT STAGING, AND PARKING. CONSTRUCTION ACCESS TO THE

PROJECT SITE SHALL BE THROUGH THE GATE ACCESS VIA ENTRANCE

AVE.

3.1.8. THE CONTRACTOR'S FIRST RESPONSIBILITY SHALL BE SAFETY. THUS,

THE CONTRACTOR SHALL BE REQUIRED TO KEEP THE ROADWAYS,

TAXIWAYS, AND APRONS FREE OF ALL EQUIPMENT, DEBRIS AND WASTE

PRODUCTS EXCEPT FOR THOSE EXCLUSIVELY REQUIRED IN THE

CONTRACTOR'S WORK AREA. AS AN ADDED MEASURE OF SAFETY, THE

CONTRACTOR SHALL HAVE AT LEAST ONE VACUUM SWEEPER PER EACH

CREW WHILE CONSTRUCTION OPERATION WORK IS IN PROGRESS. THE

CONTRACTOR SHALL MAINTAIN ACCESS TO VACUUM SWEEPERS,

WATERING TRUCKS AND OTHER EQUIPMENT NECESSARY TO CONTROL

DUST AT ALL TIMES ON THE PROJECT. DUST CONTROL SHALL BE

STRICTLY MONITORED DUE TO ITS IMPACT ON AIRCRAFT SAFETY. THE

CONTRACTOR IS CAUTIONED THAT THEY CAN BE DIRECTED TO VACATE

A WORK AREA UPON 30 MINUTES' NOTICE; THEREFORE IT IS IMPERATIVE

THAT THE WORK AREA BE MAINTAINED IN ACCORDANCE WITH THE

ABOVE. FAILURE TO PROPERLY CONTROL DUST OR TO RESPOND TO

ANY REQUEST TO DO SO WILL RESULT IN CONSTRUCTION ACTIVITIES

BEING STOPPED AT NO COST TO THE GOVERNMENT.

3.2. CONSTRUCTION SAFETY DRAWINGS - REFER TO PLANS FOR SAFETY

PROCEDURES THAT INCLUDE BUT ARE NOT LIMITED TO, TRAFFIC CONTROL,

SCHEDULING CLOSURES FOR CONSTRUCTION, HAUL ROUTES, AND

REQUIRED HAZARD MARKING AND LIGHTING.

4. AREAS AND OPERATIONS IMPACTED BY CONSTRUCTION ACTIVITIES:

RUNWAYS AND TAXIWAYS SHALL REMAIN IN USE BY AIRCRAFT TO THE

MAXIMUM EXTENT POSSIBLE WITHOUT COMPROMISING SAFETY.

PRE-MEETINGS WITH THE NFARS, IAG, AND FAA ATO WILL ADDRESS

OPERATIONAL EFFECTS.

4.1. IDENTIFICATION OF IMPACTED AREAS - THIS PROJECT WILL REQUIRE

LIMITING CERTAIN AIRCRAFT OPERATIONS ON THE TAXIWAY AND APRON BY

RESTRICTING THE USABLE AREA.

4.1.1. ANY CONSTRUCTION WITHIN 115.5' OF A TAXILANE CENTERLINE WILL

REQUIRE A TAXILANE CLOSURE.

4.1.2. FIRE FIGHTING ACCESS ROUTES AND ROUTES USED BY SUPPORT

VEHICLES WILL BE AFFECTED BY THIS CONSTRUCTION. COORDINATION

MEETINGS SHALL BE HELD TO NOTIFY ALL AFFECTED AGENCIES.

BARRICADES SHALL HAVE AN OPENING LARGE ENOUGH TO MAINTAIN

FIREFIGHTING VEHICLE ACCESS.

4.1.3. MITIGATION OF EFFECTS - THIS PROJECT IS WITHIN AN AREA OF

CONTINUOUS LARGE JET AIRCRAFT OPERATIONS. THE CONTRACTOR

SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT ITS'

EMPLOYEES, EQUIPMENT, AND WORK IN PROGRESS FROM AIRCRAFT

NOISE AND JET ENGINE BLAST. CONTRACTOR SHALL PLACE LIGHTED

BARRICADES TO SAFELY DELINEATE THE CONSTRUCTION BOUNDARY

FROM AIRCRAFT OPERATIONS.

5. PROTECTION OF NAVAIDS:

BEFORE COMMENCING CONSTRUCTION ACTIVITY, PARKING VEHICLES, OR

STORING CONSTRUCTION EQUIPMENT AND MATERIALS NEAR A NAVAID, THE

CONTRACTOR SHALL COORDINATE WITH THE KO/COR, IAG, AND AIRFIELD

OPERATIONS WHO WILL COORDINATE TO EVALUATE THE EFFECT OF

CONSTRUCTION ACTIVITY, AND DETERMINE THE REQUIRED DISTANCES AND

DIRECTION FROM THE NAVAID. CONTRACTOR PERSONNEL SHALL BE AWARE

OF CRITICAL AREA LOCATIONS AND REMAIN CLEAR OF THE AREAS DURING

LOW VISIBILITY. NO MATERIAL OR CONSTRUCTION WILL BE STOCKPILED OR

STORED NEAR ANY NAVAIDS.

6. CONTRACTOR ACCESS

6.1. LOCATION OF STOCKPILED CONSTRUCTION MATERIALS - THE CONTRACTOR

MAY SET UP THE STAGING AREAS AS DEPICTED ON SHEET G-008. THIS AREA

SHALL BE USED FOR MATERIAL STOCKPILING, LAYDOWN, AND OFFICE

TRAILERS. THE EXACT LIMITS OF THE CONTRACTOR'S STAGING AREA SHALL

BE ESTABLISHED BY THE CONTRACTOR WITH THE APPROVAL OF THE KO/COR

IN THE AREA SHOWN. THE PUBLIC ACCESS AREAS SHALL BE ENCLOSED BY

TEMPORARY SECURITY FENCING. TEMPORARY FENCING MUST BE WEIGHTED

PLASTIC JERSEY BARRIERS FOR PAVED AREAS AND ORANGE SNOW FENCE

ON NON-PAVED AREAS. ALL REQUIRED UTILITIES FOR THE CONTRACTOR'S

STAGING AREA SHALL BE ARRANGED AND PROMPTLY PAID FOR BY THE

CONTRACTOR DIRECTLY WITH THE APPROPRIATE UTILITY AGENCY. UTILITY

ARRANGEMENTS SHALL BE SUBJECT TO THE APPROVAL OF NFARS. THE

CONTRACTOR SHALL RESTORE THE SITE TO ITS ORIGINAL CONDITION UPON

COMPLETION OF THE PROJECT. UPON COMPLETION OF EACH DAY'S WORK,

ALL STOCKPILES SHALL BE COVERED AND THE COVER SHALL BE SECURED.

THE CONTRACTOR MAY NOT SET UP A CONCRETE BATCH PLANT IN THE

STAGING AREA.

6.2. VEHICLE AND PEDESTRIAN OPERATIONS - THE CONTRACTOR SHALL REFER

TO SHEET G-008 FOR STAGING AREA LOCATION, NFARS ACCESS GATE, AND

VEHICLE ROUTES TO AND FROM THE CONSTRUCTION SITE.

6.3. CONSTRUCTION SITE PARKING - CONTRACTOR EMPLOYEE PERSONAL

VEHICLES MAY BE PARKED IN THE DESIGNATED STAGING AREAS. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT SUFFICIENT AREA IS

AVAILABLE FOR CONSTRUCTION EQUIPMENT PARKING IN THE STAGING

AREAS. ADDITIONAL PARKING MAY BE AVAILABLE UPON REQUEST.

COORDINATE WITH THE KO.

6.4. CONSTRUCTION EQUIPMENT PARKING - CONTRACTOR VEHICLES AND

EQUIPMENT ARE ALLOWED INSIDE OF THE PROJECT WORK AREA WITHIN THE

AIR OPERATIONS AREA (AOA) WHERE APPROVED BY NFARS FOR EACH

PHASE. NO NON-ACTIVE CONTRACTOR EQUIPMENT IS PERMITTED WITHIN AN

ACTIVE RUNWAY OBJECT FREE AREA (1000-FT FROM CENTERLINE) OR

TAXIWAY OBJECT FREE AREA (200-FT FROM CENTERLINE).

6.5. ACCESS AND HAUL ROUTES - THE CONTRACTOR'S ACCESS ROUTES TO THE

PROJECT SITES SHALL BE VIA THE NFARS GATE AS SHOWN ON G-008,

UNLESS OTHERWISE COORDINATED WITH THE KO/COR.

THE HAUL ROUTE IS FOR USE BY MULTIPLE CONTRACTORS. ALL HAUL

ROADS REQUIRED BY THE CONTRACTOR SHALL BE CONSIDERED

INCIDENTAL TO THE PROJECT AND ANY ASSOCIATED COST SHALL BE

INCLUDED IN THE GENERAL COST OF THE WORK. THE CONTRACTOR

SHALL REPAIR ANY AND ALL HAUL ROUTES DAMAGED BY

CONSTRUCTION/HAULING ACTIVITIES AT NO COST TO THE

GOVERNMENT. USE OF UNAUTHORIZED HAUL ROUTES SHALL NOT BE

PERMITTED. ROADS USED BY THE CONTRACTOR FOR ACCESS OR

HAULING SHALL BE KEPT CONTINUOUSLY CLEAN AND ACCESSIBLE TO

ALL OTHER BASE AND AIRPORT TRAFFIC FOR THE ENTIRE DURATION

OF THE PROJECT.

WHEN MOVING EQUIPMENT ACROSS ACTIVE APRONS, TAXIWAYS AND

TAXILANES IS REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE

FOR OBTAINING PRIOR APPROVAL FROM AIRSIDE OPERATIONS AND

USE ESCORTS. THE CONTRACTOR SHALL PROVIDE AN OPERATOR

WITH A VACUUM SWEEPER TO KEEP THE AREA FREE FROM DUST AND

DEBRIS.

THE CONTRACTOR SHALL MAINTAIN CONSTRUCTION ACCESS ROUTES

FOR USE BY OTHER CONTRACTORS AS NEEDED.

6.6. CONTRACTOR VEHICLE MARKING AND LIGHTING - EACH CONTRACTOR

LICENSED VEHICLE MUST MEET THE REQUIREMENTS OF THE AIRPORT

SECURITY OFFICE. IN ADDITION, MARKING AND LIGHTING OF VEHICLES

SHALL BE IN ACCORDANCE WITH FAA AC 150/5210-5D, PAINTING, MARKING

AND LIGHTING OF VEHICLES USED ON AN AIRPORT.

6.7. PROPER VEHICLE OPERATIONS - NO PERSON SHALL OPERATE MOTORIZED

VEHICLES OR EQUIPMENT OF ANY KIND ON THE AIRPORT UNLESS IN

POSSESSION OF VALID OPERATOR'S LICENSE FOR THE TYPE OF VEHICLE

BEING OPERATED.

NO PERSON SHALL OPERATE A MOTOR VEHICLE OR OTHER MOTORIZED

EQUIPMENT OF ANY KIND ON THE AIRPORT IN A RECKLESS OR

NEGLIGENT MANNER OR WITHOUT CAUTION OR IN ANY MANNER THAT

ENDANGERS OR IS LIKELY TO ENDANGER PERSONS OR PROPERTY, OR

IN EXCESS OF THE POSTED SPEED LIMIT. NO PERSON UNDER THE

INFLUENCE OF ALCOHOL OR DRUGS SHALL OPERATE A MOTOR VEHICLE

ON THE AIRPORT.

ALL VEHICLES AND PEDESTRIANS SHALL GIVE RIGHT-OF-WAY TO

AIRCRAFT TRAFFIC, NO EXCEPTIONS. ALL GROUND VEHICLES SHALL

PASS TO THE REAR OF TAXIING AIRCRAFT A MINIMUM OF 400-FT BEHIND

AIRCRAFT TO ACCOUNT FOR POSSIBLE JET BLAST EFFECTS.

CONTRACTOR WILL NOT BE ALLOWED TO OPERATE MOTOR VEHICLES

OUTSIDE OF THE DESIGNATED WORK AREAS AS IDENTIFIED BY

BARRICADES, FENCES, OR LOD TAPE INCLUSIVE OF THE APPROVED

CONTRACTOR HAUL ROUTE. NO CROSSING OF THE RED AND WHITE

ZIPPER LINE IS PERMITTED WITH THE EXCEPTION OF A DESIGNATED

HAUL ROUTE. NO CROSSING OF ACTIVE TAXIWAYS IS PERMITTED WITH

THE EXCEPTION OF A CROSSING THAT INCLUDES A FLAGMAN OR

ESCORT VEHICLE THAT HAS RADIO CONTACT WITH THE ATCT. IN THE

EVENT THAT THE CONTRACTOR MUST ACCESS THE ACTIVE AIRCRAFT

MOVEMENT AREA (AMA), THE CONTRACTOR SHALL BE ESCORTED BY

THE KO/COR OR AN AMA ESCORT. ABSOLUTELY NO CROSSING OF

ACTIVE RUNWAYS OR INCURSIONS INTO ACTIVE RUNWAY SAFETY AREAS

IS PERMITTED.

IN THE EVENT OF LOSS OF COMMUNICATION BETWEEN THE FAA ATCT

AND KO/COR AND/OR AMA ESCORT, AIRSIDE OPERATIONS SHALL BE

NOTIFIED AND ALL ACTIVE AMA MOVEMENTS ARE TO BE SUSPENDED

UNTIL THE ISSUE IS RECTIFIED. DURING EMERGENCY SITUATIONS, THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY AIRSIDE OPERATIONS AND

THE CONTRACTING OFFICER. ALL WORK WILL BE HALTED UNTIL THE

EMERGENCY HAS BEEN RESOLVED.

6.8. AMA (AIRCRAFT MOVEMENT AREA) ESCORTING - THE GOVERNMENT IS

PROVIDING AIRFIELD ESCORTS. FAILURE TO HAVE SUFFICIENT

AMA-CERTIFIED AIRFIELD ESCORTS ON-DUTY MAY DELAY OR CANCEL

CONSTRUCTION ACTIVITIES LOCATED ON THE AMA.

6.9. DRIVER TRAINING - ALL DRIVERS OPERATING VEHICLES WITHIN THE AOA

MUST OBTAIN, IN ADDITION TO THE REQUIRED BADGE, DRIVING PERMISSION.

ALL VEHICLES THAT HAVE AN OPERATIONAL NEED TO ACCESS THE AOA ARE

REQUIRED TO HAVE AOA VEHICLE PERMIT STICKERS FOR THE AREA IN

WHICH THAT VEHICLE WILL OPERATE.

NFARS WILL REQUIRE AIRPORT DRIVER SAFETY TRAINING AND RAMP

CERTIFICATION FOR ALL PERSONNEL REQUIRED TO OPERATE A MOTOR

VEHICLE IN THE AOA. THIS CAN BE OBTAINED BY COMPLETING AN

AIRPORT DRIVER SAFETY TRAINING COURSE ADMINISTERED BY THE

AIRSIDE OPERATIONS DIVISION. THESE DRIVERS SHALL ONLY OPERATE

VEHICLES ON THE APPROVED APRONS, EXCLUDING THE AMA.

DRIVERS REQUIRING ACCESS TO DRIVE ON THE AMA MUST COMPLETE

ADDITIONAL TRAINING PROVIDED BY AIRSIDE OPERATIONS.

CONTRACTOR SHALL CONTACT AIRSIDE OPERATIONS TO SCHEDULE

THE TRAINING SESSION.

6.10. SITUATIONAL AWARENESS - CONTRACTOR OPERATIONS WITHIN THE AOA

ARE LIMITED TO THE WORK AREAS SHOWN ON THE PLANS. A VISUAL

DELINEATION WILL BE PROVIDED BY THE CONTRACTOR BETWEEN THE WORK

AREAS AND THE RUNWAY SAFETY AREA AND TAXIWAY OBJECT FREE AREA

WHEN DIRECTLY ADJACENT TO ONE ANOTHER. THE PLANS SHOW

LOCATIONS OF WORK AREA BOUNDARIES, WHICH GENERALLY FOLLOW

OBJECT FREE AREAS OF ADJACENT OPEN PAVEMENT. CONSTRUCTION

VEHICLES AND PERSONNEL MUST NOT CROSS BARRICADES OR OTHER

VISUAL IDENTIFIERS AT ANY TIME WITHOUT A PROPER ESCORT OR

APPROVAL FROM GROUND CONTROL.

DRIVERS SHALL BE ESPECIALLY COGNIZANT AND AWARE WHILE

DRIVING ON THE AIRPORT. VEHICLE DRIVERS MUST CONFIRM BY

PERSONAL OBSERVATION THAT NO AIRCRAFT IS APPROACHING THEIR

POSITION (EITHER IN THE AIR OR ON THE GROUND) WHEN GIVEN

CLEARANCE TO CROSS A TAXIWAY, OR ANY OTHER AREA OPEN TO

AIRSIDE OPERATIONS.

6.11. RADIO COMMUNICATIONS - WHEN OPERATING VEHICLES ON OR NEAR OPEN

RUNWAYS OR TAXIWAYS, ALL PARTIES MUST UNDERSTAND THE CRITICAL

IMPORTANCE OF MAINTAINING RADIO CONTACT, AS DIRECTED BY AIRSIDE

OPERATIONS DURING DRIVER TRAINING. THE TRAINING PROVIDED BY

AIRSIDE OPERATIONS ENCOMPASSES SITUATIONAL AWARENESS,

FAMILIARIZATION, PROPER RADIO PHRASEOLOGY, AND FREQUENCIES.

AIRSIDE OPERATIONS MAY DESIGNATE THE KO/COR, AND IN ADDITION TO, AN

ESCORT OR CROSSING GUARD TO COMMUNICATE WITH THE FAA ATCT TO

PROVIDE THE CONTRACTOR AND THEIR PERSONNEL WITH ESCORTS OR

CROSSING POINTS ON THE AMA. THE KO/COR, AMA ESCORT, AND CROSSING

GUARD SHALL COORDINATE WITH AIRSIDE OPERATIONS FOR APPROPRIATE

FREQUENCIES TO BE USED.

6.12. SECURITY - ALL CONTRACTOR PERSONNEL AND SUBCONTRACTORS

WORKING WITHIN THE AOA SHALL BE ESCORTED BY GOVERNMENT ESCORT

PERSONNEL. ALL PERSONNEL DRIVING ON THE AOA ARE REQUIRED TO PASS

THE NECESSARY EXAMS AND DRIVER'S TEST AS SPECIFIED IN THE

CONTRACT SPECIFICATIONS. THE AOA INCLUDES AREAS IN OR WITHIN CLOSE

PROXIMITY TO AIRCRAFT MOVEMENT AREAS. SEE CONTRACT DOCUMENTS

FOR BADGING REQUIREMENTS.

THE CONTRACTOR SHALL OBTAIN PERMITS FOR THE VEHICLES ANTICIPATED

TO BE UTILIZED IN THE PERFORMANCE OF THE WORK. ANY UN-PERMITTED

VEHICLES AND UN-BADGED PERSONNEL SHALL BE ESCORTED TO AND FROM

THE PROJECT WORK SITES BY GOVERNMENT ESCORT PERSONNEL.

7. WILDLIFE MANAGEMENT:

CONTRACTOR MUST CAREFULLY CONTROL AND CONTINUOUSLY REMOVE WASTE

OR LOOSE MATERIALS THAT MIGHT ATTRACT WILDLIFE. THE CONTRACTOR MUST BE

AWARE OF AND AVOID CONSTRUCTION ACTIVITIES THAT CAN CREATE WILDLIFE

HAZARDS ON THE AIRPORT. IN ADDITION, THE FEEDING OF WILDLIFE IS STRICTLY

PROHIBITED. SUCH ACTIVITY SHALL BE NOTIFIED TO AIRSIDE OPERATIONS.

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CERTIFIED FINAL DESIGN SUBMITTAL

IT IS A VIOLATION OF ARTICLE 7209.2 FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF THE PLAN IS ALTERED IN ANY WAY THE ALTERING ENGINEER

OR LAND SURVEYOR SHALL SEAL THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY:" FOLLOWED BY THEIR SIGNATURE, THE DATE OF THE ALTERATION, AND A SPECIFIC DESCRIPTION OF EACH ALTERATION.

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F

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TCL

TCL

TCL

TCL

TCL

TCL

TCL

TCL

TCL

TCL

TCL

TCL

ECP

ECP

MON. 2

KEY MAP

SCALE: N.T.S.

T R

PLAN

NORTH

A1

AIRFIELD CONSTRUCTION PHASING PLAN - PHASE 1

SCALE: 1" = 60'

0 30' 60' 120' 180'

CONTRACTOR ENTRY

CONTROL POINT

CONTRACTOR

AIRFIELD GATE

ACCESS

A1

C-506

LOW PROFILE BARRICADES

RESTRICTED AREA

ENTRY CONTROL LINE

RESTRICTED AREA

ENTRY CONTROL LINE

RESTRICTED AREA

ENTRY CONTROL LINE

TAXIW

AY A

SHEET NOTES:

1. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES, LEGEND,

AND ABBREVIATIONS.

2. SEE G-SERIES DRAWINGS FOR LOCATIONS, COORDINATION,

AND RELATED DRAWINGS.

3. REFER TO FUELING MECHANICAL AND ELECTRICAL PLANS

FOR ADDITIONAL REQUIREMENTS.

4. PLACE BARRICADES AT MAXIMUM INTERVALS OF 10 FEET

AND USE DUAL BARRICADES AND LIGHTS ON CORNERS AND

ENDS.

5. ALL SURFACES TO REMAIN SHALL BE RETURNED TO

EXISTING CONDITIONS OR BETTER.

6. CONTRACTOR SHALL OPERATE ON AIRFIELD WITHIN LOW

PROFILE BARRICADES ONLY.

7. CONTRACTOR TO PROVIDE TRAFFIC CONTROL, INCLUDING

FLAG PERSON, FOR WORK INVOLVING ROAD CROSSINGS.

8. CONTRACTOR TO ACCESS THE AIRFIELD APRON AT THE

DESIGNATED ENTRY CONTROL POINTS ONLY.

9. ALL CONTRACTORS WORKING ON THE AIRFIELD MUST BE

ESCORTED BY GOVERNMENT PERSONNEL. THE

GOVERNMENT IS PROVIDING AIRFIELD ESCORTS.

G-006

50'

50'

XXXXX

LEGEND:

LOW PROFILE BARRICADES

AIRCRAFT MOVEMENTS

CONSTRUCTION ROUTE -

FROM STAGING AREA TO SITE

MANUAL VEHICLE ACCESS

CONTROL POINT

PRIMARY CONSTRUCTION

AREA

PERIPHERAL TAXILANE

CLEARANCE LINE

TCL

(1) BASE APPROVED CROSSING GUARD IN CONTACT WITH

OPERATIONS REQUIRED TO CONTROL CROSSING VEHICLES

1 2 3 4 5

A

B

C

D

SHEET ID

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C C

O

F I

T

F

Y C

M

C

A D

G

O

T T

E L L A

A

M E

L

T

E

CERTIFIED FINAL DESIGN SUBMITTAL

IT IS A VIOLATION OF ARTICLE 7209.2 FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF THE PLAN IS ALTERED IN ANY WAY THE ALTERING ENGINEER

OR LAND SURVEYOR SHALL SEAL THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY:" FOLLOWED BY THEIR SIGNATURE, THE DATE OF THE ALTERATION, AND A SPECIFIC DESCRIPTION OF EACH ALTERATION.

R

K W

N

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P E

A C

H T

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C

O R

N E

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G

A

P H

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F A

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P O

US Army Corps of Engineers ®

Louisville Distrct

A M

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TCL

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TCL

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TCL

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TCL

ECP

ECP

MON. 2

CONTRACTOR ENTRY

CONTROL POINT

CONTRACTOR

AIRFIELD GATE

ACCESS

A1

C-506

LOW PROFILE BARRICADES

(2) BASE APPROVED CROSSING GUARD IN CONTACT WITH

OPERATIONS REQUIRED TO CONTROL CROSSING VEHICLES

RESTRICTED AREA

ENTRY CONTROL LINE

RESTRICTED AREA

ENTRY CONTROL LINE

RESTRICTED AREA

ENTRY CONTROL LINE

A1

AIRFIELD CONSTRUCTION PHASING PLAN - PHASE 2

SCALE: 1" = 60'

0 30' 60' 120' 180'

SHEET NOTES:

1. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES, LEGEND,

AND ABBREVIATIONS.

2. REFER TO FUELING MECHANICAL AND ELECTRICAL PLANS

FOR ADDITIONAL REQUIREMENTS.

3. PLACE BARRICADES AT MAXIMUM INTERVALS OF 10 FEET

AND USE DUAL BARRICADES AND LIGHTS ON CORNERS AND

ENDS.

4. ALL SURFACES TO REMAIN SHALL BE RETURNED TO

EXISTING CONDITIONS OR BETTER.

5. DEMOLISH AND INSTALL ALL PAVEMENT MARKINGS AFTER

CONSTRUCTION OF ALL AIRFIELD PAVEMENTS IS COMPLETE.

COORDINATE WITH BASE FOR CLOSURE OF TAXIWAY A

DURING PAVEMENT MARKING APPLICATION WITHIN TAXILANE

CLEARANCE LINE.

6. CONTRACTOR SHALL OPERATE ON AIRFIELD WITHIN LOW

PROFILE BARRICADES ONLY.

7. CONTRACTOR TO PROVIDE TRAFFIC CONTROL, INCLUDING

FLAG PERSON, FOR WORK INVOLVING ROAD CROSSINGS.

8. CONTRACTOR TO ACCESS THE AIRFIELD APRON AT THE

DESIGNATED ENTRY CONTROL POINTS ONLY.

9. ALL CONTRACTORS WORKING ON THE AIRFIELD MUST BE

ESCORTED BY GOVERNMENT PERSONNEL. THE

GOVERNMENT IS PROVIDING AIRFIELD ESCORTS.

KEY MAP

SCALE: N.T.S.

T R

NORTH

TAXIW

AY A

EAST/WEST

ISOLATION PIT

TYP.

TYP.

XXXXX

LEGEND:

LOW PROFILE BARRICADES

AIRCRAFT MOVEMENTS

CONSTRUCTION ROUTE -

FROM STAGING AREA TO SITE

MANUAL VEHICLE ACCESS

CONTROL POINT

PRIMARY CONSTRUCTION

AREA

EXISTING PAVEMENT

MARKINGS TO DEMOLISH

PERIPHERAL TAXILANE

CLEARANCE LINE

TCL

115.5'

G-007

1065'

HYDRANT PIT #5

HYDRANT PIT #4

HYDRANT PIT #3

HYDRANT PIT #2

HYDRANT PIT #1

1 2 3 4 5

A

B

C

D

SHEET ID

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F

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C

A D

G

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T T

E L L A

A

M E

L

T

E

CERTIFIED FINAL DESIGN SUBMITTAL

IT IS A VIOLATION OF ARTICLE 7209.2 FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF THE PLAN IS ALTERED IN ANY WAY THE ALTERING ENGINEER

OR LAND SURVEYOR SHALL SEAL THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY:" FOLLOWED BY THEIR SIGNATURE, THE DATE OF THE ALTERATION, AND A SPECIFIC DESCRIPTION OF EACH ALTERATION.

R

K W

N

E

S

U I T

E

P E

A C

H T

R E

E

C

O R

N E

R S

G

A

P H

O N

E

F A

X

P O

US Army Corps of Engineers ®

Louisville Distrct

A M

E N

D M

E N

T

A I R

F I E

N

S T

R U

C T

I O

N

P

H A

S I N

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P

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S

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G S

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KEYNOTES:

1. EXISTING PAVEMENT MARKINGS TO BE DEMOLISHED AFTER

CONCRETE CONSTRUCTION IS COMPLETED.

2. INSTALLATION OF NEW PAVEMENT MARKINGS TO BE

COMPLETED AFTER CONCRETE CONSTRUCTION IS

COMPLETED AND CURED.

A

M E

N D

M E

W

2Q R

R

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X X

X X

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XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

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TCL

TCL

TCL

TCL

TCL

TCL

TCL

TCL

TCL

TCL

TCL

TCL

TCL

TCL

TCL

TCL

TCL

TCL

TCL

ECP

ECP

MON. 2

CONTRACTOR ENTRY

CONTROL POINT

CONTRACTOR

AIRFIELD GATE

ACCESS

A1

C-506

LOW PROFILE BARRICADES

(1) BASE APPROVED CROSSING GUARD IN CONTACT WITH

OPERATIONS REQUIRED TO CONTROL CROSSING VEHICLES

RESTRICTED AREA

ENTRY CONTROL LINE

RESTRICTED AREA

ENTRY CONTROL LINE

RESTRICTED AREA

ENTRY CONTROL LINE

HYDRANT PIT #5

HYDRANT PIT #4

HYDRANT PIT #3

HYDRANT PIT #2

HYDRANT PIT #1

A1

AIRFIELD CONSTRUCTION PHASING PLAN - PHASE 2 - BID OPTION

SCALE: 1" = 60'

0 30' 60' 120' 180'

SHEET NOTES:

1. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES, LEGEND,

AND ABBREVIATIONS.

2. REFER TO FUELING MECHANICAL AND ELECTRICAL PLANS

FOR ADDITIONAL REQUIREMENTS.

3. PLACE BARRICADES AT MAXIMUM INTERVALS OF 10 FEET

AND USE DUAL BARRICADES AND LIGHTS ON CORNERS AND

ENDS.

4. ALL SURFACES TO REMAIN SHALL BE RETURNED TO

EXISTING CONDITIONS OR BETTER.

5. DEMOLISH AND INSTALL ALL PAVEMENT MARKINGS AFTER

CONSTRUCTION OF ALL AIRFIELD PAVEMENTS IS COMPLETE.

COORDINATE WITH BASE FOR CLOSURE OF TAXIWAY A

DURING PAVEMENT MARKING APPLICATION WITHIN TAXILANE

CLEARANCE LINE.

6. CONTRACTOR SHALL OPERATE ON AIRFIELD WITHIN LOW

PROFILE BARRICADES ONLY.

7. CONTRACTOR TO PROVIDE TRAFFIC CONTROL, INCLUDING

FLAG PERSON, FOR WORK INVOLVING ROAD CROSSINGS.

8. CONTRACTOR TO ACCESS THE AIRFIELD APRON AT THE

DESIGNATED ENTRY CONTROL POINTS ONLY.

9. ALL CONTRACTORS WORKING ON THE AIRFIELD MUST BE

ESCORTED BY GOVERNMENT PERSONNEL. THE

GOVERNMENT IS PROVIDING AIRFIELD ESCORTS.

KEY MAP

SCALE: N.T.S.

T R

NORTH

TAXIW

AY A

EAST/WEST

ISOLATION PIT

KEYNOTES:

1. EXISTING PAVEMENT MARKINGS TO BE DEMOLISHED AFTER

CONCRETE CONSTRUCTION IS COMPLETED.

2. INSTALLATION OF NEW PAVEMENT MARKINGS TO BE

COMPLETED AFTER CONCRETE CONSTRUCTION IS

COMPLETED AND CURED.

TYP.

TYP.

XXXXX

LEGEND:

LOW PROFILE BARRICADES

AIRCRAFT MOVEMENTS

CONSTRUCTION ROUTE -

FROM STAGING AREA TO SITE

MANUAL VEHICLE ACCESS

CONTROL POINT

PRIMARY CONSTRUCTION

AREA

EXISTING PAVEMENT

MARKINGS TO DEMOLISH

PERIPHERAL TAXILANE

CLEARANCE LINE

TCL

115.5'

G-007B

1065'

HYDRANT PIT #6

1 2 3 4 5

A

B

C

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SHEET ID

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CERTIFIED FINAL DESIGN SUBMITTAL

IT IS A VIOLATION OF ARTICLE 7209.2 FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF THE PLAN IS ALTERED IN ANY WAY THE ALTERING ENGINEER

OR LAND SURVEYOR SHALL SEAL THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY:" FOLLOWED BY THEIR SIGNATURE, THE DATE OF THE ALTERATION, AND A SPECIFIC DESCRIPTION OF EACH ALTERATION.

R

K W

N

E

S

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P E

A C

H T

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C

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N E

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G

A

P H

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F A

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US Army Corps of Engineers ®

Louisville Distrct

A M

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CERTIFIED FINAL DESIGN SUBMITTAL

IT IS A VIOLATION OF ARTICLE 7209.2 FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF THE PLAN IS ALTERED IN ANY WAY THE ALTERING ENGINEER

OR LAND SURVEYOR SHALL SEAL THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY:" FOLLOWED BY THEIR SIGNATURE, THE DATE OF THE ALTERATION, AND A SPECIFIC DESCRIPTION OF EACH ALTERATION.

R

K W

N

E

S

U I T

E

P E

A C

H T

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E

C

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G

A

P H

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E

F A

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P O

US Army Corps of Engineers ®

Louisville Distrct

A M

E N

D M

E N

T

CONTRACTOR HAUL ROUTE

GATE ACCESS VIA

ENTRANCE AVE.

CONTRACTOR HAUL ROUTE

STAGING AREA

AIRFIELD GATE

ACCESS/ FOD

CHECK

FILL STAND

PUMP HOUSE

REFUELER TRUCK PARKING

TANKS 2523 & 2524

CONTRACTOR ENTRY CONTROL POINT

SEE SHEETS G-006 AND G-007 FOR PHASING

RESTRICTED AREA ENTRY CONTROL LINE

AIRFIELD HYDRANT LOOP

CONTRACTOR ENTRY CONTROL POINT

SEE SHEETS G-006 AND G-007 FOR PHASING

SHEET NOTES:

1. SEE C-001 FOR CIVIL GENERAL NOTES, LEGEND, AND

ABBREVIATIONS.

2. THIS SHEET IS PART OF A MULTI-DISCIPLINE, MULTI-SHEET

SET OF CONSTRUCTION PLANS AND MUST BE READ AND

COORDINATED WITH THE FULL SET TO BEST ENSURE

PROPER INTERPRETATION.

3. CONFIRM FINAL STAGING AREA LOCATION WITH

CONTRACTING OFFICER PRIOR TO MOBILIZATION. THE

CONTRACTOR MUST REPAIR ANY DAMAGE TO THE STAGING

AREA AT THE CONTRACTOR'S EXPENSE.

4. CONTACT CONTRACTING OFFICER IF ADDITIONAL STAGING

AREA IS REQUIRED.

5. CONTRACTOR TO PROVIDE TRAFFIC CONTROL, INCLUDING

MANNING, FOR WORK INVOLVING ROAD CROSSINGS.

7. CONTRACTOR TO PROVIDE TRAFFIC CONTROL, INCLUDING

FLAG PERSON, FOR WORK INVOLVING ROAD CROSSINGS.

8. CONTRACTOR TO ACCESS THE AIRFIELD APRON AT THE

DESIGNATED ENTRY CONTROL POINTS ONLY.

9. ALL CONTRACTORS WORKING ON THE AIRFIELD MUST BE

ESCORTED BY GOVERNMENT PERSONNEL. THE

GOVERNMENT IS PROVIDING AIRFIELD ESCORTS.

10.PRIOR TO MOBILIZATION AND STARTING CONSTRUCTION,

THE CONTRACTOR SHALL DOCUMENT WITH PRE-WORK

PHOTOGRAPHY ALL EXISTING ROADS AND ACCESS ROADS

WHERE CONSTRUCTION WILL TAKE PLACE WITH THE

CONTRACTING OFFICER. CONTRACTOR SHALL PROVIDE A

COPY OF THE PHOTOGRAPHS ON A DVD CD ALONG WITH

NOTES TAKEN DURING THE DOCUMENTATION WITH THE

CONTRACTING OFFICER.

LEGEND:

CONTRACTOR HAUL ROUTE

STAGING AREA

SCALE: 1" = 200'

0 100' 200' 400' 600'

A1

CONTRACTOR HAUL ROUTE AND STAGING AREA PLAN

TANK 2513

TANK

UTZIG DRIVE

WAGNER DRIVE

A V

F U

E L

S

C I R

C L

E

KIRSCH DRIVE

E N

T R

A N

V E

N U

E

K I R

K B

R I D

I V

E

TAXIW

AY A

C O

N T

R A

C T

U

L

R

O U

D

S T

A G

I N

G

A

R E

A

P

L A

N

G-008

H

S

A A

M

B

S

C O

G G

I N

K

U

S S

E R

Y

G d w g

PROPOSED

OFFLOAD

PROPOSED 10,000

BBL TANK AREA

BASE

SECURITY

OFFICE

EAST POL

ACCESS

GATE

ALTERNATE

CONTRACTOR ROUTE

IF MAIN GATE IS

RELOCATED

A

M E

N D

M E

W

2Q R

R

-0

UNKNOWN HANDHOLE VALVE?

WV

WV

WV

WV

WV

WV

WV

WV

WV

X

EP

A

SP

HA

LT

EP

A

SP

HA

LT

EP ASPHALT

EP

A

SP

HA

LT

EP

A

SP

HA

LT

CONC WALK

COMMUNICATION

MANHOLE

E

ELECTRIC

BOX

LIGHT

CONTROL

PANEL

EELECTRIC

BOX

E

ELECTRIC

MANHOLE

F

F

F

F

F

F

FUEL MANHOLE

FUEL

LOW POINT

DRAIN

FUEL

MANHOLES

LH

LIGHTING

HANDHOLE

LH

LIGHTING

HANDHOLE

2'X2'CONC

LH

LIGHTING

HANDHOLE

3'X3'

CONC

LH

LIGHTING

HANDHOLE

3'X3'CONC

LP

1'TALL

LIGHT

LP

1'TALL

LP

1'TALLLP

1'TALLLP

1'TALLLP

1'TALL

LP

1'TALL

LP

1'TALL

M O

N

ITO

RI

N

G W

EL

LS

MONITORING

WELL

S

ST

ST

ST

ST

UNKNOWN

MANHOLE

MISC.

VALVE

MISC.

VALVE

MISC.

VALVE

MISC.

VALVE

FUEL

HYDRANT

6'X3' LID

MISC.

VALVE

MISC.

VALVES

MISC.

VALVE

FUEL HYD

6'X3'

MISC.

VALVE

MISC.

VALVE

MISC.

VALVE

MISC.

VALVES

MISC.

VALVE

FUEL HYD

MISC.

VALVE

MISC.

VALVE

MISC.

VALVE

FUEL HYD

MISC.

VALVE

MISC.

VALVE

MISC.

VALVE

FUELHYD6'X3'

MISC.

VALVE

MISC.

VALVE

VAULT

3'X2'

STORM

BOX

LOCKED

VAULT

ELECTRIC

3'X2'

VAULT

2'X2'

VAULT

VAULT

RIM:591.22

FFE = 598.50

MANDOOR

FFE =592.44±

MANDOOR

FFE = 594.47 ±

MANDOOR

UNKNOWN

MANHOLE

COM

RIM:588.69

N TRAP DOOR

S…