APPENDIX_E_-_1_OF_4_Drawings.pdf

PDF 11 MB Posted Jan 23, 2018

Attached to: KC46A FTU Fuselage Trainer Phase 2 Altus AFB Federal contract opportunity
Solicitation number: W912BV-18-R-0002
Issued by: Department of the Army Corps of Engineers Engineering District Tulsa

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Appendix E - Drawings - File 1 of 4 (Amendment 0001)

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Other files attached to KC46A FTU Fuselage Trainer Phase 2 Altus AFB, newest first.
File	Type	Posted
Amendment_0005_SF30(Final).pdf	PDF	Feb 26, 2018
FUT_PH_2_site_visit_12-FEB-2018.pdf	PDF	Feb 22, 2018
Amendment_0004_SF30(Final).pdf	PDF	Feb 20, 2018
W912BV18R0002_Amendment_0003.pdf	PDF	Feb 12, 2018
W912BV18R0002_Amendment_0002.pdf	PDF	Feb 8, 2018
APPENDIX_E_-_2_OF_4_Drawings.pdf	PDF	Jan 23, 2018
APPENDIX_E_-_3_OF_4_Drawings.pdf	PDF	Jan 23, 2018
APPENDIX_E_-_4_OF_4_Drawings.pdf	PDF	Jan 23, 2018
SF30_W912BV18R0002_AMD_0001.pdf	PDF	Jan 23, 2018
AM01_TABLE_OF_CONTENTS.pdf	PDF	Jan 23, 2018
APPENDIX_D_Geotechnical_Report_(2).pdf	PDF	Jan 23, 2018
APPENDIX_C_Structural_Interior_Design_(SID).pdf	PDF	Jan 23, 2018
W912BV18R0002_Solicitation_Final.pdf	PDF	Jan 4, 2018

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APPENDIX E

PROJECT DRAWINGS

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DATE:

Tulsa District

August 2017

SOLICITATION NO. W912BV-18-R-0002

JACKSON COUNTY

OKLAHOMA

KC-46A FTU FUSELAGE TRAINER PHASE 2

(PROJECT NO. AGGN193001) FY-18

ALTUS AIR FORCE BASE

READY TO ADVERTISE

7/24/2017 8:52:50 AM

BURNS & McDONNELL

9400 WARD PARKWAY

KANSAS CITY, MO 64114

(816) 333-9400

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U.S. ARMY CORPS OF ENGINEERS

TULSA DISTRICT

OKLAHOMA

KC-46A FTU FUSELAGE TRAINER

PHASE 2

ALTUS AIR FORCE BASE

7/28/2017 9:00:34 AM

08/06/17

SHT.

NO. ARCHITECTURAL

2-A-001 ARCHITECTURAL ABBREVIATIONS & SYMBOLS

2-A-002 ARCHITECTURAL GENERAL NOTES

2-AD001 DEMOLITION PLAN - GENERAL NOTES

2-AD002 DEMOLITION PLAN - EXISTING FLOOR PLAN / ROOF

PLAN

2-AD003 DEMOLITION PLAN - ENLARGED PLANS & DETAILS

2-A-009 COMPOSITE BUILDING PLANS

2-A-010 AIR BARRIER ENCLOSURE

2-A-100 CODE NARRATIVE

2-A-101 OVERALL LIFE SAFETY PLAN

2-A-111 FLOOR PLAN

2-A-121 REFLECTED CEILING PLAN

2-A-130 ROOF PLAN

2-A-200 EXTERIOR BUILDING ELEVATIONS

2-A-201 EXTERIOR BUILDING ELEVATIONS

2-A-210 ENLARGED BUILDING ELEVATIONS

2-A-211 ENLARGED BUILDING ELEVATIONS

2-A-300 BUILDING SECTIONS

2-A-310 WALL SECTIONS

2-A-311 WALL SECTIONS

2-A-402 ENLARGED PHASE 1 PLAN & DETAILS

2-A-410 ENLARGED STAIR PLAN & SECTIONS

2-A-411 STAIR DETAILS

2-A-421 OUTDOOR CARGO SUPPORT STRUCTURE PLAN

2-A-422 OUTDOOR CARGO SUPPORT STRUCTURE ROOF

PLAN

2-A-423 OUTDOOR CARGO SUPPORT STRUCTURE

ELEVATIONS

2-A-424 OUTDOOR CARGO SUPPORT STRUCTURE SECTIONS

2-A-451 EXPANSION JOINT AND PLAN DETAILS

2-A-500 PARTITION TYPES

2-A-501 PARTITION TYPES DETAILS

2-A-502 TYPICAL PENETRATION DETAILS

2-A-511 EXTERIOR WALL AND ROOF DETAILS

2-A-512 EXTERIOR WALL AND ROOF DETAILS

2-A-513 EXTERIOR WALL AND ROOF DETAILS

2-A-520 ROOF DETAILS

2-A-600 ROOM FINISH SCHEDULE

2-A-601 INTERIOR FINISH & SIGNAGE PLAN

2-A-610 DOOR SCHEDULE

2-A-611 DOOR DETAILS

2-A-612 DOOR DETAILS

2-A-620 WINDOW SCHEDULE

2-A-630 LOUVER SCHEDULE AND TYPES

2-A-631 LOUVER DETAILS

2-A-701 FURNITURE PLAN

2-A-711 SIGNAGE SCHEDULE & DETAILS

2-A-800 PERSPECTIVES

SHT.

NO. STRUCTURAL

2-S-001 GENERAL NOTES

2-S-002 GENERAL NOTES

2-S-003 LEGEND & ABBREVIATIONS

2-S-004 STATEMENT OF SPECIAL INSPECTIONS

2-S-005 STATEMENT OF SPECIAL INSPECTIONS

2-S-006 WIND LOADING ISO DIAGRAM

2-S-007 STANDARD FOUNDATION DETAILS

2-S-008 STANDARD CONCRETE DETAILS

2-S-009 STANDARD SLAB ON GRADE DETAILS

2-S-010 STANDARD STEEL DETAILS

2-S-011 STANDARD JOIST DETAILS

2-S-012 STANDARD ELEVATED DECK DETAILS

2-S-013 EXTERIOR STUD WALL DETAILS

2-S-014 STANDARD MASONRY VENEER DETAILS

2-S-015 TYPICAL ATFP

2-S-100 FOUNDATION AND SLAB ON GRADE PLAN

2-S-101 ROOF FRAMING PLAN

2-S-102 HIGH ROOF FRAMING PLAN

2-S-103 OUTDOOR CARGO SUPPORT FOUNDATION AND

SLAB PLAN

2-S-200 FRAMING ELEVATION

2-S-201 FRAMING ELEVATION

2-S-300 FOUNDATION DETAILS

2-S-301 FOUNDATION DETAILS

2-S-302 LIGHT POLE FOUNDATIONS

2-S-500 COLUMN SCHEDULE

2-S-501 FRAMING DETAILS

2-S-502 FRAMING DETAILS

2-S-503 BRACING DETAILS

2-S-504 BRACING DETAILS

2-S-506 FRAMING DETAILS

SHT.

NO. ELECTRICAL

2-E-001 ELECTRICAL SYMBOLS LEGEND - 1 OF 2

2-E-002 ELECTRICAL SYMBOLS LEGEND - 2 OF 2

2-E-100 ELECTRICAL SITE PLAN

2-E-101 ELECTRICAL POWER PLAN FIRST FLOOR

2-E-102 ELECTRICAL POWER PLAN CARGO SUPPORT

STRUCTURE

2-E-103 MEP COORDINATION PLAN FIRST FLOOR

2-E-104 EXISTING ELECTRICAL POWER PLAN FIRST FLOOR

2-E-111 LIGHTING PLAN FIRST FLOOR

2-E-112 LIGHTING PLAN CARGO SUPPORT STRUCTURE

2-E-121 LIGHTNING PROTECTION ROOF PLAN

2-E-122 LIGHTNING PROTECTION ROOF PLAN CARGO

STRUCTURE

2-E-401 ELECTRICAL ENLARGED PLANS

2-E-501 ELECTRICAL DETAILS

2-E-502 ELECTRICAL DETAILS

2-E-503 ELECTRICAL DETAILS

2-E-601 PANELBOARD SCHEDULES

2-E-611 LIGHT FIXTURE SCHEDULE

2-E-621 MEP COORDINATION SCHEDULE

2-E-701 ELECTRICAL ONE-LINE DIAGRAM

SHT.

NO. PLUMBING

2-P-001 PLUMBING LEGEND AND ABBREVIATIONS

2-P-101 BELOW GRADE PLUMBING PLAN

2-P-102 FIRST FLOOR PLUMBING PLAN

2-P-501 PLUMBING DETAILS

2-P-601 PLUMBING SCHEDULES

2-P-901 DOMESTIC WATER & SANITARY RISER DIAGRAMS

2-P-902 NATURAL GAS RISER DIAGRAM

2-P-903 COMPRESSED AIR FLOW DIAGRAM

SHT.

NO. TELECOMMUNICATIONS

2-T-001 SPECIAL SYSTEMS LEGEND

2-T-101 SPECIAL SYSTEMS PLAN FIRST FLOOR

2-T-102 EXISTING SPECIAL SYSTEMS PLAN

2-T-501 SPECIAL SYSTEMS DETAILS

2-T-701 SPECIAL SYSTEMS RISERS

SHT.

NO. MECHANICAL

2-M-001 MECHANICAL LEGEND AND ABBREVIATIONS

2-M-101 MECHANICAL HVAC PLAN

2-M-102 MECHANICAL HVAC PIPING PLAN

2-M-301 MECHANICAL SECTIONS

2-M-401 ENLARGED MECHANICAL HVAC & PIPING PLAN

2-M-402 ENLARGED MECHANICAL YARD PLAN

2-M-501 MECHANICAL DETAILS

2-M-502 MECHANICAL DETAILS

2-M-503 MECHANICAL DETAILS

2-M-601 MECHANICAL SCHEDULES

2-M-602 MECHANICAL SCHEDULES

2-M-701 MECHANICAL CONTROL DIAGRAMS

2-M-702 CONTROL SYSTEM SCHEMATIC AHU-3

2-M-703 CONTROL SYSTEM SCHEDULE AHU-3

2-M-704 CONTROL SYSTEM SCHEMATIC AHU-4

2-M-705 CONTROL SYSTEM SCHEDULE AHU-4

2-M-706 CONTROL SYSTEM SCHEMATIC EF & RF

2-M-707 CONTROL SYSTEM SCHEDULE UH & CUH

2-M-708 CONTROL SYSTEM RADIANT HEAT

SHT.

NO. FIRE PROTECTION

2-FA001 FIRE ALARM SYMBOLS, LEGEND AND ABBREVIATIONS

2-FA101 FIRE ALARM AND MASS NOTIFICATION PLAN - OVERALL

2-FA102 FIRE ALARM AND MASS NOTIFICATION PLAN - NEW

2-FA501 FIRE ALARM DETAILS

2-FA601 FIRE ALARM RISER

2-FA602 FIRE ALARM MATRIX

2-FX001 FIRE SUPPRESSION NOTES, LEGEND AND

ABBREVIATIONS

2-FX101 FIRE SUPPRESSION GROUND FLOOR PLAN - OVERALL

2-FX102 FIRE SUPPRESSION GROUND FLOOR PLAN - NEW

2-FX601 FIRE SUPPRESSION ONE-LINE DIAGRAM

SHT.

NO. CIVIL

2-GC001 CIVIL LEGEND AND ABBREVIATIONS

2-GC002 LOCATION PLAN AND VICINITY MAP

2-GC101 ACCESS AND SAFETY PLAN

2-GC102 ACCESS AND SAFETY PLAN NOTES

2-V101 EXISTING CONDITIONS PLAN

2-B102 BORING LOCATIONS

2-B103 BORING LOGS

2-CD100 DEMOLITION PLAN

2-CS100 SITE PLAN

2-CS101 ENLARGED SITE PLAN

2-CS102 ENLARGED EXISTING PARKING LOT SITE PLAN

2-CS401 RIGID PAVEMENT JOINTING PLAN

2-CS402 RIGID PAVEMENT ELEVATION PLAN

2-CS501 SITE DETAILS 1

2-CS502 SITE DETAILS 2

2-CS503 SITE DETAILS 3

2-CS504 SITE DETAILS 4

2-CS505 SITE DETAILS 5

2-CG100 GRADING AND DRAINAGE PLAN

2-CG101 EROSION CONTROL PLAN

2-CG200 OVEREXCAVATION PLAN

2-CG501 EROSION CONTROL DETAILS

2-CP101 CATHODIC PROTECTION PLAN

2-CP501 CATHODIC PROTECTION DETAILS

2-CU100 UTILITY PLAN

2-CU201 UTILITY PROFILES 1

2-CU202 UTILITY PROFILES 2

2-CU501 UTILITY DETAILS 1

2-CU502 UTILITY DETAILS 2

2-CU503 LIFT STATION DETAILS

6" FW

3" DW

4" SSFM

8" SS

SSLS

SSMH

GUY & ANCHOR

FIRE HYDRANT

WATER METER

GAS METER

UTILITY POLE

LIGHT POLE

75.0

FINISH GRADE ELEVATION (PLAN)

CONCRETE SIDEWALK

VEHICULAR CONCRETE PAVEMENT

CONCRETE (SECTION)

ASPHALT (SECTION)

EARTH (SECTION)

XXXX

CULVERT WITH END WALL(s)

CULVERT WITH END SECTIONS

BUILDINGS AND STRUCTURES

CURB AND GUTTER

ROADS AND PAVED AREAS

SIDEWALKS

* TOP OR TOE OF SLOPE TO MATCH EXIST. GRADE UNLESS AN ELEVATION

OR SLOPE IS INDICATED.

SECTION INDICATORS

SIGN

ELECTRICAL MANHOLE

TRANSFORMER/SWITCHGEAR

VERTICAL CONTROL POINT (BENCH MARK)

4"G UTILITY REMOVAL

X X FENCE DEMOLITION

REDUCER

CAP, PLUG, BLIND FLANGE

VERTICAL CONTROL POINT

(TEMPORARY BENCH MARK)

VERTICAL CONTROL POINT

(USGS BENCH MARK)

COMMUNICATIONS MANHOLE

GATE-SHOWING

DIRECTION OF SWING

LEGEND

TREES AND SHRUBS

TREE AND SHRUB REMOVAL

MAJOR CONTOUR (1.00')

STORM MANHOLE

SANITARY

SEWER MANHOLE

SANITARY SEWER

CLEANOUT

ROOF DRAIN DOWNSPOUT

SIGN

TREEC TREE

ASPHALT PAVEMENT

REMOVAL/DEMOLITION

C TREE

CENTERLINE

STORM SEWER

SANITARY SEWER

WATER LINE

PIV

GAS LINE

POST INDICATOR VALVE

WATER LINE VALVE

FLOW LINE

METAL SLAT FENCE

UNDERGROUND ELECTRIC LINE

TEMPORARY CHAINLINK FENCE

DIMENSION LINE EXTENSION BEYOND

MATCH LINE OR EDGE OF DRAWING

MATCH LINE

COMMUNICATION LINE

SILT FENCE

RESTRAINED JOINT (THRUST BLOCK)

DIRECTION OF TRAVEL

(FOR CLARITY, NOT CONSTRUCTION)

1269.93

PUG

FOUND PROPERTY CORNER

GAS LINE VALVE

ELECTRIC OR TELEPHONE JUNCTION BOX

SPOT ELEVATION

75.0

CONTROL MONUMENT

AC- ACRE / ADVISORY CIRCULAR

ACP- ACCESS CONTROL POINT

AFB- AIR FORCE BASE

ASTM- AMERICAN SOCIETY FOR TESTING AND MATERIALS

ATFP- ANTI-TERRORISM/FORCE PROTECTION

B/C- BACK OF CURB

B/L- BUILDING LINE

BMP- BEST MANAGEMENT PRACTICES

C-C- CENTER TO CENTER

CE- CIVIL ENGINEER

COE- CORPS OF ENGINEERS

CPNODE- CATHODIC PROTECTION SYSTEM NODE

CI- CURB INLET OR CAST IRON PIPE

CO- CLEAN OUT/CONTRACTING OFFICER

DEPT- DEPARTMENT

DI- DUCTILE IRON OR DROP INLET

DIA- DIAMETER

D.N.D.- DO NOT DISTURB

DWG- DRAWING

EL/ELEV- ELEVATION

FAA- FEDERAL AVIATION ADMINISTRATION

FDC- FIRE DEPARTMENT CONNECTION

FES- FLARED END SECTION

FF- FINISH FLOOR

FH- FIRE HYDRANT

FL- FLOW LINE

FNC- FENCE

FOD- FOREIGN OBJECT DEBRIS

FT- FOOT

FTC- FLIGHT TRAINING CENTER

FuT- FUSELAGE TRAINER

FW- FIREWATER

GI- GRATED INLET

HW- HEADWALL

ID- INSIDE DIAMETER

MAX- MAXIMUM

MH- MANHOLE

MIN- MINIMUM

MUTCD- MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

NO- NUMBER

NPW- NON-POTABLE WATER

NTS- NOT TO SCALE

OC- ON CENTER

OC EW- ON CENTER EACH WAY

OD- OUTSIDE DIAMETER

ODEQ- OKLAHOMA DEPARTMENT OF ENVIRONMENTAL QUALITY

ODOT- OKLAHOMA DEPARTMENT OF TRANSPORTATION

OSHA- OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION

PC- POINT OF CURVATURE

PCC- PORTLAND CEMENT CONCRETE

PE- POLYETHYLENE

PI- POINT OF INTERSECTION

PIV- POST INDICATOR VALVE

POV- PRIVATELY OWNED VEHICLE

PSI- POUNDS PER SQUARE INCH

PT- PHYSICAL TRAINING, POINT OF TANGENCY

PUG- POWER UNDERGROUND

PVC- POLYVINYL CHLORIDE, POINT OF VERTICAL CURVATURE

RCP- REINFORCED CONCRETE PIPE

RFDC- REMOTE FIRE DEPARTMENT CONNECTION

RFP- REQUEST FOR PROPOSAL

SS- SANITARY SEWER

SSLS- SANITARY SEWER LIFT STATION

SSMH- SANITARY SEWER MANHOLE

SD- STORM DRAIN

SDI- STORM DRAIN INLET

SDMH- STORM DRAIN MANHOLE

ST- STREET

SWPPP- STORM WATER POLLUTION PREVENTION PLAN

T/C- TOP OF CURB

(TYP)- TYPICAL

USACE- UNITED STATES ARMY CORE OF ENGINEERING

WM- WATER METER

WV- WATER VALVE

WW- WASTE WATER

WWF- WELDED WIRE FABRIC

LETTER DESIGNATION

OF SECTION/DETAIL

DWG. NO. WHERE

SECTION IS DETAILED

TREE

EXISTING NEW DESCRIPTION

LEGEND

EXISTING NEW DESCRIPTION

LEGEND

EXISTING NEW DESCRIPTION

LEGEND

ABBREVIATIONS DESCRIPTION

XXX

GAS VENT PIPE

T TELEPHONE MANHOLE

GROUNDING POINT

GAS LINE MARKER

TS-XX

CATHODIC PROTECTION TEST STATION

FOR HYDRANT ASSEMBLY W/ 2 MAG

TS-XX

CATHODIC PROTECTION TEST

STATION SINGLE FITTING W/ 1 MAG

B-XX

TEMPORARY STABILIZED

CONSTRUCTION ENTRANCE

BORING LOCATION

POTENTIAL BORROW AND

STOCKPILE LOCATION

STAGING/LAYDOWN AREA

PROJECT SITE

LIMITS OF CONSTRUCTION

CONTRACTOR HAUL ROUTE

TEMPORARY ORANGE

CONSTRUCTION FENCE

CATV

FOS

AIRCRAFT FUELING LINE

FIBER OPTIC LINE

CABLE TELEVISION LINE

VEHICULAR ASPHALT PAVEMENT

70.00

GRADED-CRUSHED

AGGREGATE (SECTION)

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POST

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ORDNANCE ROAD

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LEGEND:

NOTES:

1. SEE SHEET 2-GC102 FOR ACCESS AND SAFETY

NOTES.

2. TEMPORARY STORMWATER PIPE INVERT SHALL BE

INSTALLED AT BOTTOM OF SWALE ELEVATION.

CONTRACTOR SHALL VERIFY ELEVATION PRIOR TO

INSTALLATION.

PROJECT SITE

CONTRACTOR

STAGING/LAYDOWN AREA

TEMPORARY STABILIZED

CONSTRUCTION ENTRANCE

TEMPORARY CHAINLINK FENCE

TEMPORARY ORANGE

CONSTRUCTION FENCE

CONTRACTOR HAUL ROUTE

0 500' 1000'

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ACCESS AND SAFETY PLAN

EXISTING FTC

EXISTING

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ENTRY GATE

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Z:\Clients\ANF\USCOE\SwT\93058_AltusFuT2\Design\Civil\Sheets\93058-GC101.dwg

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"F" AVENUE

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SECOND STREET

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THIRD STREET

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FIRST STREET

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INEZ BLVD.

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FOURTH STREET

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NINTH STREET

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ORDNANCE ROAD

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CHALLENGER BLVD.

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HOTEL STREET

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RIDLEY STREET

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FERGUSON STREET

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GOLF STREET

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GENERAL NOTES:

1. ALTUS AFB BASE CIVIL ENGINEERING FORM AF-103 DIG PERMIT SHALL BE

ROUTED THROUGH THE CONTRACTING OFFICER. THIS MAY TAKE

APPROXIMATELY 3 WEEKS OR MORE TO COMPLETE. UPON COMPLETION

CONTRACTOR SHALL CALL OKIE ONE-CALL FOR UTILITY LOCATING SERVICES

AT 1-800-522-6543.

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

CONTRACTOR'S SITE CONSTRUCTION EQUIPMENT. MAXIMUM EQUIPMENT

HEIGHT IS 150'-0". CONTRACTOR SHALL COORDINATE WITH ALTUS BASE CE

OFFICE FOR ANY TEMPORARY AIRFIELD WAIVERS.

3. THE STABILIZED CONSTRUCTION ENTRANCE LOCATION, AS SHOWN ON SHEET

2-GC101, SHALL BE DETERMINED BY THE CONTRACTOR, COORDINATED AND

APPROVED BY THE CONTRACTING OFFICER.

4. CONTRACTOR SHALL STOP WORK IMMEDIATELY AND CONTACT THE

CONTRACTING OFFICER IF A UTILITY LINE IS DISTURBED.

5. CONTRACTORS SHALL KEEP ALL ROADS AND STREETS CLEAN OF

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

PROVIDE EQUIPMENT AND PERSONNEL TO CLEAN ANY STREETS AS

REQUESTED BY THE CONTRACTING OFFICER. CONTRACTOR IS RESPONSIBLE

FOR ALL REPAIRS TO STREETS, PARKING AREAS, AND BASE OR GOVERNMENT

PROPERTY, DUE TO DAMAGE BY THEIR CONSTRUCTION ACTIVITIES.

CONTRACTOR SHALL PROVIDE PHOTOGRAPHS AND/OR VIDEO RECORDING OF

THE EXISTING STATE FOR THE PROJECT LIMITS. ACCESS POINTS, HAUL

ROUTES, LAYDOWN AREA AND ANY OTHER AREAS DISTURBED BY THE

CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR

BETTER TO THE SATISFACTION OF THE CONTRACTING OFFICER.

CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER FOR A

PRECONSTRUCTION VIDEO DETAILING THE EXISTING CONDITION OF ACCESS

POINTS, HAUL ROUTES, AND LAYDOWN AREAS TO BE PERFORMED.

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

OF STATE, LOCAL, AND GOVERNMENT REGULATORY AGENCIES AND THE

CONTRACTING OFFICER.

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

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

AND REGULATIONS. IN CASE OF CONTRADICTION OR DISCREPANCY BETWEEN

REQUIREMENTS, CONTRACTOR SHALL INCORPORATE WHICHEVER IS MOST

STRINGENT. WHERE A QUESTION REMAINS ON WHICH REQUIREMENT IS MOST

STRINGENT, CONTRACTOR SHALL SUBMIT ISSUE TO THE CONTRACTING

OFFICER IN WRITING. THE DECISION OF THE CONTRACTING OFFICER SHALL

BE CONSIDERED FINAL.

8. COORDINATE THE DISCONNECTION OF UTILITIES THROUGH THE

CONTRACTING OFFICER. DEMOLITION SHALL NOT BEGIN UNTIL WRITTEN BASE

APPROVAL IS RECEIVED. ALL EXISTING UTILITIES ARE TO BE TERMINATED AT

THEIR POINT OF CONNECTION TO THE MAINS. WHERE CONNECTIONS OF NEW

UTILITIES TO EXISTING UTILITIES ARE SHOWN ON THE PLANS, THE

CONTRACTOR SHALL EXPOSE THE EXISTING LINES AT THE PROPOSED

CONNECTIONS TO VERIFY THE LOCATIONS AND DEPTHS PRIOR TO

EXCAVATION FOR THE NEW LINES.

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

UNDERGROUND UTILITIES AND STRUCTURES AT UTILITY CROSSINGS PRIOR

TO EXCAVATION OF PIPELINE TRENCH. UTILITY CROSSINGS AT A DEPTH

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

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

CONFLICTS WITH ANY EXISTING UNDERGROUND UTILITIES AND STRUCTURES,

WHETHER SHOWN ON THE PLANS OR NOT. COORDINATE WITH THE

CONTRACTING OFFICER AND DESIGN ENGINEER.

RECORD DRAWING NOTES:

1. CONTRACTOR SHALL MAINTAIN UPDATED RECORD DRAWINGS AT ALL TIMES

THROUGH THE DURATION OF THE PROJECT. CONSTRUCTION RECORD

DRAWINGS IN CADD FORMAT, SHALL BE SUBMITTED TO THE CONTRACTING

OFFICER.

2. DURING CONSTRUCTION OF THE PROJECT, CONTRACTOR SHALL BE

RESPONSIBLE FOR KEEPING TRACK OF ANY CONTRACTING OFFICER

APPROVED FIELD CONSTRUCTION REVISIONS TO THE DESIGN DEPICTED ON

APPROVED CONSTRUCTION DRAWINGS. THESE REVISIONS SHALL BE USED

TO PREPARE RECORD DRAWINGS OF COMPLETED CONSTRUCTION.

3. ALL VARIATIONS IN PROJECT CONDITIONS, LOCATIONS, AND

CONFIGURATIONS, AND ANY OTHER CHANGES OR DEVIATIONS FROM THE

INFORMATION PRESENTED ON THE ORIGINAL, APPROVED CONSTRUCTION

DRAWINGS SHALL BE NOTED. THIS INCLUDES BURIED OR CONCEALED

CONSTRUCTION AND UTILITY FEATURES THAT WERE REVEALED DURING

CONSTRUCTION.

ACCESS AND SAFETY NOTES:

ACCESS AND STAGING

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

AND EQUIPMENT IS ILLUSTRATED ON SHEET 2-GC101. ACCESS ROUTES MAY

BE SUBJECT TO CHANGE BASED ON OPERATIONAL REQUIREMENTS ON ALTUS

AFB. POTENTIAL SCHEDULE IMPACTS SHALL BE COORDINATED WITH THE

CONTRACTING OFFICER.

2. CONTRACTOR SHALL PROVIDE AND INSTALL A PROFESSIONALLY PAINTED

SIGN, MEETING CONTRACTING OFFICER APPROVAL, AT THE TEMPORARY

CONSTRUCTION ENTRANCE TO DIRECT MATERIAL SUPPLIERS AND

EMPLOYEES TO THE CONSTRUCTION SITE. CONTRACTOR SHALL PROVIDE A

MINIMUM NOTICE OF 48 HOUR ADVANCE NOTICE TO THE CONTRACTING

OFFICER REGARDING CONSTRUCTION DELIVERIES. DELIVERIES SHALL BE

SCHEDULED MONDAY-FRIDAY, 8:00 AM TO 4:00 PM.

3. CONTRACTOR'S STAGING AREA AND EMPLOYEE PARKING WILL BE LOCATED

AS INDICATED ON SHEET 2-GC101 OR AS DIRECTED BY THE CONTRACTING

OFFICER. CONTRACTOR MAY SUBMIT ALTERNATIVES TO STAGING AREA

LOCATIONS AS SHOWN. CONTRACTOR'S STAGING AREA SHALL BE SUBJECT

TO APPROVAL OF CONTRACTING OFFICER'S REPRESENTATIVE. LOCATION OF

CONTRACTOR'S STAGING AREA SHALL BE WITHIN THE PROJECT WORK AREA.

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

THAT UNOBSTRUCTED ACCESS WILL BE PROVIDED AT ALL TIMES FROM THE

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

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

HAUL ROAD LOCATIONS SHALL BE AS INDICATED ON SHEET 2-GC101 AND

APPROVED BY THE CONTRACTING OFFICER.

5. CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE PROJECT IN

A MANNER THAT ALLOWS EMERGENCY ACCESS TO ALL EXISTING ROADWAYS

AT ALL TIMES WITHOUT DELAYS TO EMERGENCY VEHICLE'S RESPONSE TIME.

CONTRACTOR SHALL MAINTAIN THE ACCESS ROUTE TO BE FREE FROM

DEBRIS CAUSED FROM CONSTRUCTION ACTIVITIES ON A DAILY BASIS.

6. STAGING AREA AND ANY OTHER AREA DISTURBED BY CONTRACTOR DURING

CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION

OF EXISTING SITE. CONTRACTOR SHALL PROVIDE PHOTOGRAPHS AND VIDEO

RECORDING OF THE EXISTING PROJECT SITE, ALL HAUL ROADS, ALL BORROW

AREAS, ETC. PRIOR TO STARTING ANY WORK.

7. ALL CONTRACTOR VEHICLES AND PERSONNEL MAY BE SEARCHED BY ALTUS

AFB SECURITY POLICE WHEN ENTERING OR EXITING THE BASE AND MAY

EXPERIENCE DELAYS. ALL PERSONNEL, VEHICLES, AND TRAILERS ENTERING

OR EXITING ALTUS AFB MUST HAVE A VALID PHOTO ID PER BASE SECURITY

REQUIREMENTS. ALL VEHICLES ENTERING THE BASE MUST HAVE

CURRENT/VALID REGISTRATION, CURRENT/VALID INSURANCE, AND

CURRENT/VALID DRIVER'S LICENSE FOR THE OPERATOR. ALL CONTRACTOR

VEHICLES AND PERSONNEL SHALL BE RESPONSIBLE FOR COORDINATING

WITH THE BASE SECURITY OFFICER IN OBTAINING PROPER SECURITY

CLEARANCE AND BADGING PRIOR TO ENTERING SECURE AREAS. WHEN NOT

ENGAGED IN CONSTRUCTION ACTIVITIES, THE CONTRACTOR'S

CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE PARKED WITHIN THE

WORK/STAGING AREA.

8. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER

CONCERNING ANY GOVERNMENT OWNED EQUIPMENT REQUIRING

RELOCATION TO COMPLETE PROJECT.

9. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO CONSTRUCTION

ACTIVITIES, CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER,

POLICE, LOCAL FIRE AUTHORITY, AND ALL OTHER EMERGENCY SERVICES OF

THE CLOSURE. SEE NOTE 5, TRAFFIC CONTROL.

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

ANY MATERIAL STOCK PILES WHEN NECESSARY TO CONTROL EROSION AND

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

LOCAL REGULATIONS.

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

ENFORCED. ALL CONCRETE TRUCKS SHALL PUT DOWN EXTRA AXLES WHEN

TRAVELING ON ALTUS AFB PROPERTY.

COORDINATION AND COMMUNICATION

1. CONTRACTOR SHALL APPOINT A CONSTRUCTION SUPERINTENDENT, SUBJECT

TO THE APPROVAL OF THE CONTRACTING OFFICER, WHO SHALL BE PRESENT

ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS WHILE

JOB IS IN PROGRESS. THE SUPERINTENDENT SHALL BE DESIGNATED THE

RESPONSIBLE CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE

ON A 24-HOUR BASIS. WHEN THE CONTRACTOR'S REPRESENTATIVE IS NOT

AVAILABLE ON THE CONSTRUCTION SITE, AN ALTERNATE REPRESENTATIVE

SHALL BE PROVIDED.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT

COORDINATION BETWEEN ANY SUBCONTRACTORS AND THE CONTRACTING

OFFICER. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR

SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.

TRAFFIC CONTROL

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

CONSTRUCTION BY USING REINFORCED ORANGE TEMPORARY

CONSTRUCTION FENCE AND CHAINLINK FENCE AS APPROVED BY THE

CONTRACTING OFFICER.

2. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED WITH

COMPANY DESIGNS, INSIGNIAS, OR OTHER MARKINGS, WHICH ARE CLEARLY

VISIBLE.

3. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO

SOUND AN ALARM WHEN MOVING IN REVERSE.

4. ONLY RUBBER-TIRE VEHICLES WILL BE ALLOWED ON EXISTING

PAVEMENT-TO-REMAIN.

5. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 15 CALENDAR DAYS TO

ALTUS AFB AND THE CONTRACTING OFFICER FOR ROAD CLOSURE PRIOR TO

THE ROAD REQUIRING CLOSURE.

6. ANY DAMAGE TO ROADS AND PAVEMENTS-TO-REMAIN DUE TO

CONSTRUCTION EQUIPMENT OR TRAFFIC SHALL BE REPAIRED TO RESTORE

THE ROADS AND PAVEMENTS TO THEIR ORIGINAL CONDITION TO THE

SATISFACTION OF THE CONTRACTING OFFICER.

7. CONTRACTOR IS REQUIRED TO IMMEDIATELY CLEAN ANY DEBRIS CARRIED

ONTO THE ROADS/STREETS FROM CONTRACTOR'S EQUIPMENT OR

OPERATIONS. MATERIAL DROPPED WITHIN THESE AREAS SHALL BE

CONTINUOUSLY REMOVED BY SURFACE SWEEPERS OR OTHER APPROVED

METHODS DURING WORKING HOURS. ADDITIONAL CONSTRUCTION FENCE

MAY BE REQUIRED TO FULFILL THIS RESPONSIBILITY. STOCKPILED MATERIAL

SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING

FROM WIND, AIRCRAFT PROPWASH, OR JET BLAST.

EQUIPMENT AND STOCKPILE HEIGHT

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

OR ARMS LOWERED TO THEIR LOWEST ELEVATION.

2. CONTRACTOR SHALL NOT STOCKPILE CONSTRUCTION MATERIALS, SPOILS,

OR DEBRIS IN ANY AREA WHERE SUCH STOCKPILES WOULD PENETRATE

AVIATION SURFACES. RED OBSTRUCTION LIGHT, 360 DEGREES, SHALL BE

PLACED AT THE HIGHEST POINT OF THE STOCKPILE. STOCKPILING OF

MATERIAL WITHIN THE AIRFIELD SAFETY AREAS IS PROHIBITED.

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

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

(SUCH AS EXCAVATIONS OR STOCKPILED MATERIALS) ON THE AIRFIELD MUST

BE DELINEATED WITH LIGHTED BARRICADES ON ALL EXPOSED (VISIBLE OR

ACCESSIBLE) SIDES. CONTRACTOR SHALL PROVIDE ALL NECESSARY

INFORMATION TO THE BASE CE FOR CONSTRUCTION CRANES, EQUIPMENT,

AND RELATED EQUIPMENT, AND RELATED ACTIVITIES. ALL FORMS SHALL BE

APPROVED PRIOR TO USING OR BRINGING EQUIPMENT ON SITE.

CONTRACTOR TO SUBMIT 7460 FORMS TO FAA FOR ALL CONSTRUCTION.

4. THE MAXIMUM ALLOWABLE HEIGHT OF CONSTRUCTION EQUIPMENT

OPERATING IN AN AIRCRAFT OPERATIONS AREA IS GOVERNED BY FAA AC

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

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

HEIGHT REQUIRE ADDITIONAL LOCAL APPROVAL AS WELL AS FAA 7460

APPROVAL. COORDINATE WITH ALTUS BASE CE OFFICE FOR LOCAL

OBSTRUCTION APPROVAL. WHEN EQUIPMENT IS EXPECTED TO PENETRATE

THE AIRFIELD APPROACH SURFACES OR WHEN CRANES WILL BE USED

ON-SITE, CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 60 DAYS TO

THE CONTRACTING OFFICER AND BASE AIRFIELD OPERATIONS PRIOR TO THE

START OF CONSTRUCTION TO COORDINATE THE SUBMITTAL OF FAA FORM

7460 TO THE FAA REGIONAL OFFICE. PERMISSION TO USE CRANES SHALL BE

ISSUED BY BASE AIRFIELD OPERATIONS AND THE CONTRACTING OFFICER

AFTER APPROVAL BY THE FAA.

5. OBSTRUCTION LIGHT FIXTURES SHALL BE AVIATION RED INCANDESCENT

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

NOT ALLOW USE OF LED FIXTURES FOR OBSTRUCTION LIGHTING.

OTHER SAFETY REQUIREMENTS

1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS

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

2. THE CONTRACTOR SHALL PERFORM ON-SITE INSPECTIONS DAILY AND PRIOR

TO LEAVING THE SITE EACH DAY TO REMEDY ANY SAFETY CONCERNS

IMMEDIATELY.

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

TEMPORARY WASTE AREA SHALL BE APPROVED BY THE CONTRACTING

OFFICER AND SHALL BE KEPT IN AN ORDERLY CONDITION. REMOVAL OF

WASTE THAT IS NOT PROPERLY MAINTAINED IS SUBJECT TO THE DIRECTION

OF THE CONTRACTING OFFICER.

4. CONTRACTOR SHALL COORDINATE THE RELOCATION AND SALVAGE OF ANY

GOVERNMENT OWNED EQUIPMENT WITH THE CONTRACTING OFFICER.

5. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO CONTROL DUST

CAUSED BY CONSTRUCTION ACTIVITIES TO A LIMIT ACCEPTABLE TO BASE

OPERATIONS. THE CONTRACTOR SHALL CONTROL BLOWING DUST ON THE

PROJECT SITE FROM ANY HAUL ROUTE OR WORK AREA REGARDLESS OF

SOURCE.

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

CONTRACTOR'S OPERATIONS OR ACTIVITIES SHALL BE PROPERLY DISPOSED

OF IN ACCORDANCE WITH THE SPECIFICATIONS AND LOCAL REGULATORY

REQUIREMENTS AND PROPERLY REMOVED FROM THE PROJECT PROPERTY.

IF HAZARDOUS MATERIALS ARE ENCOUNTERED OR UNCOVERED DURING

CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY

THE CONTRACTING OFFICER.

7. FAILURE TO COMPLY WITH BASE OPERATIONS AND THE CONTRACTING

OFFICER SAFETY REQUIREMENTS SHALL RESULT IN THE SUSPENSION OF

CONSTRUCTION ACTIVITIES UNTIL ALL SAFETY CONCERNS ARE ADDRESSED

BY THE CONTRACTOR TO THE SATISFACTION OF THE CONTRACTING OFFICER.

ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH SAFETY PLAN OR

BASE OPERATIONS SHALL IMMEDIATELY BE REMOVED FROM THE WORK AREA

AND SHALL NOT BE PERMITTED TO RETURN THROUGHOUT THE REMAINDER

OF THE PROJECT.

8. ALL TEMPORARY CONSTRUCTION LIGHTING SHALL BE COORDINATED WITH

ALTUS AFB SECURITY FOR APPROVAL OF LOCATIONS, HEIGHT, AND

DIRECTION.

CONTRACTOR SAFETY PLAN SUBMITTALS

1. CONTRACTOR SHALL FURNISH A CONSTRUCTION SAFETY PLAN AND

PROPOSED PROJECT SCHEDULE TO THE CONTRACTING OFFICER FOR

ACCEPTANCE. THE SAFETY PLAN SHALL IDENTIFY THE FOLLOWING ITEMS:

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

B. TEMPORARY MARKING AND SIGNAGE TO BE USED, IF ANY.

C. LOCATION AND TYPE OF BARRICADES OR OTHER TRAFFIC CONTROL

DEVICES.

D. METHODS BY WHICH THE CONTRACTOR SHALL COMMUNICATE WITH

THE ALTUS AFB AND THE CONTRACTING OFFICER.

E. CONSTRUCTION SUPERINTENDENT

F. SITE SAFETY MANAGER

CONTRACTOR PERMITTING REQUIREMENTS:

1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A STORM WATER PERMIT FOR

LAND…

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