A2.SHELTER_DWGS_Oct_2018-1.pdf

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OHIO AIR NATIONAL GUARD

TOLEDO EXPRESS AIRPORT

180th FIGHTER WING

SWANTON, OHIO

PROJECT WYTD079031 CONTRACT W9133L-15-D-0003-9M03

CONSTRUCT ACA AIRCRAFT SHELTERS

OCTOBER 2018

PROJECT NO. 102134

TYPE B-3 SUBMITTAL

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INDEX SHEET

OHIO AIR NATIONAL GUARD

TOLEDO EXPRESS AIRPORT

CONSTRUCT ACA AIRCRAFT SHELTERS

PROJECT NO. 102134

DWG NO. SHEET TITLE

G000 COVER SHEET

G001 INDEX SHEET

GC001 PROJECT LOCATION PLAN

GC002 CIVIL LEGEND SHEET

GC003 GENERAL CIVIL NOTES

GC004 ACCESS, STAGING AND SAFETY PLAN

GC005 ACCESS AND SAFETY NOTES

GC010 CONSTRUCTION PHASE 1

GC011 CONSTRUCTION PHASE 2

GC500 ACCESS AND SAFETY DETAILS

A-001 AIRCRAFT CLEARANCE PLAN & SECTIONS

A-002 AIR BARRIER ENCLOSURE PLAN & BUILDING SECTIONS

A-010 OVERALL FLOOR PLAN

A-021 OVERALL ROOF PLAN

A-101 FLOOR PLAN - AREA A

A-102 FLOOR PLAN - AREA B

A-151 REFLECTED CEILING PLAN - AREA A

A-152 REFLECTED CEILING PLAN - AREA B

A-201 EXTERIOR BUILDING ELEVATIONS

A-301 BUILDING SECTIONS

A-311 WALL SECTIONS

A-501 PARTITION TYPES

A-521 LOUVER & PENETRATION DETAILS

A-551 MISCELLANEOUS DETAILS

A-571 ROOF DETAILS

A-601 DOOR SCHEDULES AND TYPES

A-621 DOOR DETAILS

A-622 HANGAR DOOR DETAILS

A-701 ROOM FINISH SCHEDULE

DWG NO. SHEET TITLE

P-001 GENERAL INFORMATION - PLUMBING

P-101 FLOOR PLAN - AREA A - PLUMBING

P-102 FLOOR PLAN - AREA B - PLUMBING

P-501 DETAILS - PLUMBING

DWG NO. SHEET TITLE

M-001 GENERAL INFORMATION - MECHANICAL

M-101 FLOOR PLAN - AREA A - MECHANICAL

M-102 FLOOR PLAN - AREA B - MECHANICAL

M-501 DETAILS - MECHANICAL

M-601 SCHEDULES - MECHANICAL

M-701 CONTROLS - MECHANICAL

GENERAL CIVIL

ARCHITECTURAL

PLUMBING

MECHANICAL

DWG NO. SHEET TITLE

V-100 EXISTING CONDITIONS PLAN

DWG NO. SHEET TITLE

AG001 ARCHITECTURAL LEGEND AND ABBREVIATIONS

AG002 ARCHITECTURAL GENERAL NOTES

DWG NO. SHEET TITLE

FA001 FIRE ALARM NOTES, LEGEND AND ABBREVIATIONS

FA101 FIRE ALARM PLAN - AREA A

FA102 FIRE ALARM PLAN - AREA B

FA501 FIRE ALARM DETAILS

FA601 FIRE ALARM RISER

FA602 FACU MATRIX

FA603 RSFACU MATRIX

FIRE PROTECTION

DWG NO. SHEET TITLE

E-001 ELECTRICAL SYMBOLS, LEGEND

E-002 ELECTRICAL ABBREVIATIONS AND GENERAL NOTES

E-003 HAZARDOUS LOCATION PLAN

DWG NO. SHEET TITLE

T-001 COMMUNICATIONS SYMBOLS LEGEND AND ABBREVIATIONS

T-002 SYSTEM INTEGRATION NOTES

TN101 COMMUNICATIONS PLAN - AREA A

TN102 COMMUNICATIONS PLAN - AREA B

TN401 COMMUNICATIONS ENLARGED PLANS

TN501 COMMUNICATIONS DETAILS

TN502 COMMUNICATIONS DETAILS

TN701 COMMUNICATIONS RISER DIAGRAMS

TY101 SECURITY PLAN - AREA A

TY102 SECURITY PLAN - AREA B

TELECOMELECTRICAL

F-001 LIFE SAFETY CODE AND CRITERIA

F-010 OVERALL LIFE SAFETY FLOOR PLAN

ES101 ELECTRICAL DEMOLITION SITE PLAN

ES102 ELECTRICAL DEMOLITION SITE PLAN

ES103 ELECTRICAL DEMOLITION SITE PLAN

ES104 ELECTRICAL NEW WORK SITE PLAN

ES105 ELECTRICAL NEW WORK SITE PLAN

ES106 ELECTRICAL NEW WORK SITE PLAN

ES401 ELECTRICAL ENLARGED PLAN

ES501 SITE DETAILS

ES502 SITE DETAILS

EL101 LIGHTING PLAN - AREA A

EL102 LIGHTING PLAN - AREA B

EL501 LIGHTING DETAILS

EL502 LIGHTING DETAILS

EL503 LIGHTING SCHEDULE

EL504 LIGHTING CONTROLS PLAN

EP101 POWER PLAN - AREA A

EP102 POWER PLAN - AREA B

EP401 POWER ENLARGED PLANS

EP501 ELECTRICAL DETAILS

EP502 ELECTRICAL DETAILS

EP601 ONE-LINE DIAGRAM

EP602 PANELBOARD SCHEDULES

EP603 PANELBOARD SCHEDULES

EP604 PANELBOARD SCHEDULES

EP605 MECHANICAL EQUIPMENT SCHEDULE

EA101 DEMOLITION AIRFIELD LIGHTING PLAN

EA102 DEMOLITION AIRFIELD LIGHTING PLAN

EA103 NEW WORK AIRFIELD LIGHTING PLAN

EA104 NEW WORK AIRFIELD LIGHTING PLAN

EA501 AIRFIELD LIGHTING DETAILS

EA502 AIRFIELD LIGHTING DETAILS

EG101 GROUNDING PLAN

EG102 LIGHTNING PROTECTION PLAN

EG103 LIGHTNING PROTECTION ROLLING BALL DETAIL

EG501 GROUNDING DETAILS

EG502 GROUNDING DETAILS

EG503 TYPICAL GROUNDING RISER DIAGRAM

B-100 BORING LOCATION PLAN

CD100 OVERALL DEMOLITION PLAN

CD101 DEMOLITION PLAN GRID 1

CD102 DEMOLITION PLAN GRID 2

CD103 DEMOLITION PLAN GRID 4

CD104 DEMOLITION PLAN GRID 5

CS100 OVERALL SITE PLAN

CS101 SITE PLAN GRID 1

CS102 SITE PLAN GRID 4

CS103 SITE PLAN GRID 5

CS500 SITE DETAILS SHEET 1 OF 3

CS501 SITE DETAILS SHEET 2 OF 3

CS502 SITE DETAILS SHEET 3 OF 3

CP101 JOINT LAYOUT PLAN GRID 1 PHASE 1

CP102 JOINT LAYOUT PLAN GRID 4 PHASE 1

CP103 JOINT LAYOUT PLAN GRID 1 PHASE 2

CP110 JOINT ELEVATION PLAN GRID 1 PHASE 1

CP111 JOINT ELEVATION PLAN GRID 4 PHASE 1

CP112 JOINT ELEVATION PLAN GRID 1 PHASE 2

CG100 OVERALL GRADING PLAN

CG101 GRADING PLAN GRID 1

CG102 GRADING PLAN GRID 4

CU100 OVERALL UTILITY PLAN

CU101 UTILITY PLAN GRID 1

CU102 UTILITY PLAN GRID 4

CU201 STORM PROFILE 1

CU202 STORM PROFILE 2

CU500 UTILITY DETAILS SHEET 1 OF 5

CU501 UTILITY DETAILS SHEET 2 OF 5

CU502 UTILITY DETAILS SHEET 3 OF 5

CU503 UTILITY DETAILS SHEET 4 OF 5

CU504 UTILITY DETAILS SHEET 5 OF 5

FX001 FIRE SUPPRESSION NOTES, LEGEND AND ABBREVIATIONS

FX101 FIRE SUPPRESSION PLAN - AREA A

FX102 FIRE SUPPRESSION PLAN - AREA B

FX401 FIRE PUMP ROOM ENLARGED PLAN

FX601 FIRE SUPPRESSION ONE LINE DIAGRAM

STRUCTURAL

DWG NO. SHEET TITLE

S-001 GENERAL NOTES - SHEET 1

S-002 GENERAL NOTES - SHEET 2

S-003 LEGEND & ABBREVIATIONS

S-004 STANDARD CONCRETE DETAILS

S-005 STANDARD CONCRETE DETAILS

S-006 STANDARD CONCRETE DETAILS

S-007 STANDARD STEEL DETAILS

S-100 OVERALL FOUNDATION AND SLAB PLAN

S-101 FOUNDATION AND SLAB PLAN A

S-102 FOUNDATION AND SLAB PLAN B

S-200 FOUNDATION SECTIONS AND DETAILS

S-201 FOUNDATION SECTIONS AND DETAILS

CBR 2

CBR 1

CBR 6

CBR 7A

CBS 12

SAN LIFT STATION

SAN MH 15

SAN PUMP

SAN MH 14

4' WIDE HEADWALL

I.E. 18" COR. METAL NE = 660.93

12" STORM

4" DI

SAN CO

CBS 14

CBS 15

CBS 13

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EN

CH

D

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IN

ST MH 1

12" STORM

TRENCH DRAIN

OVERHEAD STEAM SUPPLY

TRENCH DRAIN

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EN

CH

D

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IN

I.E. 18" COR. METAL NE = 661.47

SAN LIFT STATION

YW TAXI LIGHT

YW TAXI LIGHT

A1

A3

A4

A5

A6

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TRUE POINT OF BEGINNING

UTILITY EASMENT

TRUE POINT OF BEGINNING

UTILITY EASMENT (WATER LINE)

US 20A

MAUMEE WESTERN RD

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2/

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9:

:1

AM

180TH FIGHTER WING

OHIO AIR NATIONAL GUARD

TOLEDO EXPRESS AIRPORT

SWANTON, OHIO

180th Fighter Wing Toledo Express Airport, OH

9400 WARD PARKWAY

KANSAS CITY, MO 64114

(816) 333-9400

REVISIONS

K

Construct ACA Shelters

1 1098765432

WYTD079031 W9133L-15-D-0003-9M03

PROJECT LOCATION PLAN

GC001

PROJECT LOCATION PLAN

02/12/18 C. FRANZEN

A. DORMAN C. STEWART

\\BMCD\DFS\CLIENTS\ANF\USNGB\ANG\OH\102134_OHANGALRTSHLTB\DESIGN\CIVIL\SHEETS\102134GC001.DWG 7/26/2018 12:01 PM CFRANZEN

0 600' 1200'

PROJECT LOCATION

SWANTON

TOLEDO

HOLLAND

A1 PROJECT LOCATION PLAN

SCALE: 1" = 600'

PROJECT

AREA

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2/

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9:

:1

AM

180TH FIGHTER WING

OHIO AIR NATIONAL GUARD

TOLEDO EXPRESS AIRPORT

SWANTON, OHIO

180th Fighter Wing Toledo Express Airport, OH

9400 WARD PARKWAY

KANSAS CITY, MO 64114

(816) 333-9400

REVISIONS

K

Construct ACA Shelters

1 1098765432

WYTD079031 W9133L-15-D-0003-9M03

CIVIL LEGEND SHEET

GC002

CIVIL LEGEND SHEET

02/12/18 C. FRANZEN

A. DORMAN C. STEWART

\\BMCD\DFS\CLIENTS\ANF\USNGB\ANG\OH\102134_OHANGALRTSHLTB\DESIGN\CIVIL\SHEETS\102134GC002.DWG 10/9/2018 1:07 PM CFRANZEN

SECTION AND DETAIL IDENTIFICATION

DRAWING NUMBER WHERE

DETAIL IS DRAWN

NUMBER INDICATES DETAIL

LETTER INDICATES SECTION

DRAWING NUMBER WHERE

SECTION IS DETAILED

DISCIPLINE DESIGNATOR

P= M=

L=

A=

E=

C= CIVIL

ELECTRICAL

ARCHITECTURAL

LANDSCAPING

MECHANICAL HVAC

MECHANICAL PLUMBING

S= STRUCTURAL

DISCIPLINE DESIGNATOR

EXISTING NEW

LP1

CMH

CO

A

02-CS100

A

02-CS100

CS100

SECTION

IDENTIFICATION

DISCIPLINE

DESIGNATOR

T

W

C

E

WSIGN

POWER POLE

LIGHT POLE

PAD MOUNTED TRANSFORMER

ELECTRIC BOX

GENERATOR

COMMUNICATION MANHOLE

COMMUNICATION BOX

WATER VALVE

DOMESTIC

WATER METER

LOW PROFILE

FIRE HYDRANT

POST INDICATOR

VALVE

LID

BOLLARD

LID FOR UNKNOWN UTILITY

GEN

CO CLEAN OUT

RIPRAP

EXISTING NEW

SDMHSTORM DRAIN MANHOLE

ROOF DRAIN

LEGEND

APRON CONCRETE PAVEMENT

APRON ASPHALT PAVEMENT

UNDERGROUND ELECTRIC

UNDERGROUND COMM

GAS LINE

STORM DRAIN PIPE

CULVERT PIPE

WATER LINE

SANITARY SEWER LINE

TREE LINE

SHRUB LINE

TREES

6" SS

EXISTING NEW

BUILDING / AWNING

PAVEMENT MARKING REMOVAL

WETLANDS MITIGATION AREA

CONCRETE DEMOLITION

ASPHALT DEMOLITION

GRAVEL DEMOLITION

BUILDING DEMOLITION

ASPHALT DEMOLITION

FULL DEPTH SAW CUT

MISCELLANEOUS

STRUCTURE / TREE

DEMOLITION

B2BORING

ABI ADDITIVE BID ITEM

BM BENCHMARK

C/COMM COMMUNICATIONS

CE CIVIL ENGINEER

CMH COMMUNICATIONS MANHOLE

CONC CONCRETE

CCO CLEAN OUT

COR CONTRACTING OFFICER'S REPRESENTATIVE

CL CENTERLINE

DEPT DEPARTMENT

DEQ DEPARTMENT OF ENVIRONMENTAL QUALITY

DIA DIAMETER

DIP DUCTILE IRON PIPE

DS DOWNSPOUT

E ELECTRICAL

ELEC ELECTRICAL

EL/ELEV ELEVATION

EMH ELECTRICAL MANHOLE

FES FLARED END SECTION

FF FINISH FLOOR

FH FIRE HYDRANT

FL FLOW LINE

FOD FOREIGN OBJECT DEBRIS

FT FOOT

FW FIREWATER

FY FISCAL YEAR

G GAS

GOVT (GOV) GOVERNMENT

GPM GALLONS PER MINUTE

HW HEADWALL

IDS INTRUSION DETECTION SYSTEM

INV INVERT

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

PCC PORTLAND CEMENT CONCRETE

POV PRIVATELY OWNED VEHICLE

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

SAN SANITARY SEWER

SD STORM DRAIN

SDI STORM DRAIN INLET

SDMH STORM DRAIN MANHOLE

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

SWPPP STORM WATER POLLUTION PREVENTION PLAN

TELE TELEPHONE

TEMP TEMPORARY

TYP TYPICAL

W, WA WATER

WM WATER METER

WV WATER VALVE

WWF WELDED WIRE FABRIC

XFMR ELECTRICAL TRANSFORMER

ABBREVIATIONS DESCRIPTION

FIRE WATER LINE

LEGEND LEGEND

FENCE

FW

DRAWING PACKAGE

DETAIL

IDENTIFICATION

LIGHTNING PROTECTION POLE

M

W WATER VALVE

FIRE WATER

E

12" WA1

2" NG1

12" SD2

ASPHALT SHOULDER REMOVAL

UTILITY DEMOLITION/

ABANDON IN PLACE

BUILDING DEMOLITION

GUARDRAIL REMOVAL

AIRCRAFT RATED

TRENCH DRAIN

FLARED END SECTION

ROOF DRAIN

12" SD2

2" COMM

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2/

/2

9:

:1

AM

180TH FIGHTER WING

OHIO AIR NATIONAL GUARD

TOLEDO EXPRESS AIRPORT

SWANTON, OHIO

180th Fighter Wing Toledo Express Airport, OH

9400 WARD PARKWAY

KANSAS CITY, MO 64114

(816) 333-9400

REVISIONS

K

Construct ACA Shelters

1 1098765432

WYTD079031 W9133L-15-D-0003-9M03

GENERAL CIVIL NOTES

GC003

GENERAL CIVIL NOTES

02/12/18 C. FRANZEN

A. DORMAN C. STEWART

\\BMCD\DFS\CLIENTS\ANF\USNGB\ANG\OH\102134_OHANGALRTSHLTB\DESIGN\CIVIL\SHEETS\102134GC003.DWG 7/26/2018 11:56 AM CFRANZEN

GENERAL CIVIL NOTES:

1. CONTRACTOR SHALL OBTAIN ALL REQUIRED DIGGING AND EARTHWORK PERMITS FROM

THE CITY, STATE, AIRPORT, AND OHIO AIR NATIONAL GUARD. THIS MAY TAKE

APPROXIMATELY 3 WEEKS OR MORE TO COMPLETE. UPON COMPLETION, CONTRACTOR

SHALL CALL OHIO UTILITIES PROTECTION SERVICE FOR UTILITY LOCATE SERVICES AT

1-800-362-2764.

2. CONTRACTOR IS REQUIRED TO FILE FAA FORM 7460-1 IN REFERENCE TO THE

CONTRACTOR'S SITE CONSTRUCTION EQUIPMENT. MAXIMUM EQUIPMENT HEIGHT IS

150-FEET. CONTRACTOR SHALL COORDINATE WITH BASE CE OFFICE AND AIRPORT FOR ANY

TEMPORARY AIRPORT WAIVERS.

3. CONTRACTOR SHALL COMPLETE THE STORMWATER POLLUTION PREVENTION PLAN

(SWPPP). REFER TO THE SPECIFICATIONS FOR DETAILS ON STORMWATER POLLUTION

PREVENTION MEASURES FOR THIS PROJECT. CONTRACTOR IS RESPONSIBLE FOR

FOLLOWING ALL OHIO DEQ REQUIREMENTS FOR EROSION CONTROL.

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 AIRPORT 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 WILL 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 WILL BE

CONSIDERED FINAL.

8. INSTALL A TEMPORARY CHAIN-LINK FENCE PER DETAIL E1 ON SHEET GC500 AROUND THE

CONSTRUCTION FREE ZONE STAGING AREA AND LAYDOWN AREAS AS NEEDED FOR

SECURITY OF EQUIPMENT AND MATERIALS AS DIRECTED BY CONTRACTING OFFICER. LIMITS

OF FENCE SHALL BE A COMBINATION OF NEW AND EXISTING FENCES.

9. 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.

10.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.

11.FACILITIES IN THE UTILITY CORRIDOR SHALL BE RESTORED UPON COMPLETION OF

CONSTRUCTION. SCREEN WALLS, FENCES, RETENTION WALLS, VEGETATION, AND OTHER

LANDSCAPING SHALL BE REPLACED IN LIKE KIND TO THE ORIGINAL FEATURES AND TO THE

APPROVAL OF THE CONTRACTING OFFICER. COORDINATE WITH CONTRACTING OFFICER

AND DESIGN ENGINEER.

12.CONTRACTOR IS RESPONSIBLE FOR MOWING AND MAINTAINING ALL AREAS WITHIN THE

PROJECT LIMITS EXCEPT WORK AREAS FOR OTHER CONTRACTS AS COORDINATED WITH

CONTRACTING OFFICE. FROM NOTICE-TO-PROCEED DATE THROUGH THE DURATION OF THE

PROJECT.

13.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.

RECORD DRAWING NOTES:

1. CONTRACTOR SHALL MAINTAIN UPDATED RECORD DRAWINGS AT ALL TIMES THROUGH THE

DURATION OF THE PROJECT. CONSTRUCTION RECORD DRAWINGS IN CADD AND GIS

FORMAT, SHALL BE SUBMITTED TO THE CONTRACTING OFFICER. AS-BUILTS FOR ALL

UTILITY SYSTEMS AND BUILDING STRUCTURES SHALL BE FIELD SURVEYED AND STAMPED

BY A LICENSED SURVEYOR IN THE STATE OF OHIO.

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.

AIRPORT OPERATIONS COORDINATION NOTES:

1. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS INDICATED IN FEDERAL AVIATION

ADMINISTRATION (FAA) ADVISORY CIRCULAR (AC) 150/5370-2G, OPERATIONAL SAFETY ON

AIRPORTS DURING CONSTRUCTION (CURRENT EDITION).

2. CONTRACTOR SHALL NOT ACCESS THE AIRCRAFT OPERATIONS AREA WITHOUT CLEARANCE

FROM TOLEDO - EXPRESS AIRPORT OPERATIONS, THE OHIO AIR NATIONAL GUARD, AND THE

CONTRACTING OFFICER, AND SHALL CONDUCT WORK IN SUCH A MANNER TO ENSURE A

MINIMUM HINDRANCE TO AVIATION OPERATIONS. CONTRACTOR SHALL PROVIDE A MINIMUM

NOTICE OF 21 DAYS TO TOLEDO - EXPRESS AIRPORT OPERATIONS AND THE OHIO AIR

NATIONAL GUARD FOR ACCESS TO AN AIRCRAFT OPERATIONS AREA. PEDESTRIAN TRAFFIC

AND PRIVATELY OWNED VEHICLES SHALL NOT BE ALLOWED IN THE AIRCRAFT OPERATIONS

AREA. CONSTRUCTION ACTIVITY AFFECTING AIRCRAFT MOVEMENT AREAS AND AIRPORT

SAFETY REQUIREMENTS SHALL BE COORDINATED WITH TOLEDO - EXPRESS AIRPORT

OPERATIONS, THE OHIO AIR NATIONAL GUARD, AND THE CONTRACTING OFFICER. NO

AIRCRAFT OPERATIONS AREA SHALL BE CLOSED WITHOUT APPROVAL FROM TOLEDO -

EXPRESS AIRPORT OPERATIONS AND THE OHIO AIR NATIONAL GUARD.

3. VEHICLES AND EQUIPMENT SHALL BE IDENTIFIED BY AN APPROPRIATELY SIZED FLASHING

OR STEADY BURNING AMBER BEACON MOUNTED ON THE UPPER MOST PART OF THE

VEHICLE OR EQUIPMENT SUCH THAT IT IS CONSPICUOUS FROM ANY DIRECTION INCLUDING

FROM THE AIR. IF A VEHICLE OR PIECE OF EQUIPMENT IS NOT FURNISHED WITH SUCH A

BEACON, IT MUST BE ESCORTED AT ALL TIMES INTO THE AIRCRAFT OPERATIONS AREA BY A

PROPERLY LIT VEHICLE.

4. NOTICES TO AIRMEN (NOTAMS) SHALL BE ISSUED IN ACCORDANCE WITH AC 150/5370-2G

OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION, AND AC 150/5200-28D

NOTICES TO AIRMEN FOR AIRPORT OPERATORS. ALL NOTAMS SHALL BE COORDINATED

WITH TOLEDO - EXPRESS AIRPORT OPERATIONS AND THE CONTRACTING OFFICER. THE

NOTAM INFORMATION SHALL INCLUDE PORTIONS OF THE AIRFIELD THAT ARE CLOSED OR

DISPLACED, THE DATE AND TIME OF THE BEGINNING AND ENDING OF WORK, AND THE

DURATION OF THE WORK.

5. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 21 DAYS TO BASE-AIRFIELD

OPERATIONS REGARDING THE NEED FOR NOTICES TO AIRMEN (NOTAMS). CONTRACTOR

SHALL NOT COMMENCE WORK ACTIVITIES ON AIRFIELD AREAS UNTIL APPROPRIATE

NOTAMS HAVE BEEN ISSUED TO IDENTIFY WORK ACTIVITIES.

6. CONTRACTOR SHALL PROTECT FROM DAMAGE ALL NAVIGATIONAL AID (NAVAID) EQUIPMENT

AND ALL ASSOCIATED STRUCTURES AND UTILITIES. CONTRACTOR SHALL IMMEDIATELY

NOTIFY THE CONTRACTING OFFICER IF CONSTRUCTION ACTIVITY DISRUPTS NAVAID

EQUIPMENT. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DAMAGED NAVAID

EQUIPMENT WITH QUALIFIED TRADESMEN TO THE SATISFACTION OF THE CONTRACTING

OFFICER AND AT NO ADDITIONAL COST TO THE GOVERNMENT OR AIRPORT. ANY DAMAGE

TO EXISTING AIRFIELD LIGHTING, AIRCRAFT NAVIGATIONAL AIDS (NAVAIDS), OR AIRFIELD

PAVEMENTS-TO-REMAIN DUE TO CONSTRUCTION SHALL BE COMMUNICATED TO THE

CONTRACTING OFFICER AND SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO

THE SATISFACTION OF THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE

GOVERNMENT OR AIRPORT.

7. APRON CLEARANCE AREAS SHALL BE MARKED IN THE FIELD BY THE CONTRACTOR, WITH

APPROVAL FROM THE CONTRACTING OFFICER, TO SERVE AS AN AID TO KEEP EQUIPMENT

AND PERSONNEL FROM INADVERTENTLY ENTERING THESE AREAS. CONTRACTOR SHALL

REFER TO UFC 3-260-01 AND AFI 32-1042.

8. DEBRIS, WASTE, AND LOOSE MATERIALS CAPABLE OF CAUSING DAMAGE TO AIRCRAFT

SHALL NOT BE LEFT WITHIN ACTIVE AIRCRAFT OPERATION AREAS. CONTRACTOR IS

REQUIRED TO IMMEDIATELY CLEAN ANY DEBRIS CARRIED ONTO THE AIRFIELD FROM

CONTRACTOR'S EQUIPMENT OR OPERATIONS TO PREVENT FOREIGN OBJECT DAMAGE

(FOD). MATERIAL DROPPED WITHIN THESE AREAS SHALL BE CONTINUOUSLY REMOVED BY

APPROVED METHODS DURING WORKING HOURS. STOCKPILED MATERIAL SHALL BE

CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING FROM AIRCRAFT

PROPWASH OR JET BLAST. CONTRACTOR SHALL HAVE A FULLY OPERATIONAL VACUUM

TRUCK ON SITE AT ALL TIMES TO CLEAN ADJACENT AIRFIELD PAVEMENTS ON A DAILY BASIS

AND AS REQUIRED BY THE CONTRACTING OFFICER AND AIRFIELD OPERATIONS.

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. CONTRACTOR SHALL PROVIDE NAMES

AND CONTACT INFORMATION OF REPRESENTATIVES TO THE CONTRACTING OFFICER PRIOR

TO THE START OF CONSTRUCTION ACTIVITIES.

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 REVIEWED AND APPROVED BY THE

CONTRACTING OFFICER.

EXISTING CONDITION NOTES:

1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED HAVE BEEN

OBTAINED FROM EXISTING RECORDS AND FIELD SURVEYS. UNDERGROUND STRUCTURES

AND UTILITIES MAY BE PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED.

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

FAMILIAR WITH THE SITE BEFORE ANY WORK COMMENCES. ANY DISCREPANCIES IN THE

DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE COR BEFORE ANY FURTHER WORK

COMMENCES.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY EXISTING STRUCTURES, UTILITIES, AND SURVEY INFORMATION, AND TO TAKE NECESSARY PRECAUTIONS DURING

DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL VERIFY EXISTENCE AND MARK

LOCATIONS OF ALL UTILITIES, INCLUDING SERVICE WORK. CONTRACTOR SHALL CONTACT

THE BASE, AIRPORT, AND ALL ASSOCIATED UTILITY COMPANIES AND AGENCIES TO IDENTIFY

THE LOCATION OF UTILITIES.THERE IS NO GUARANTEE, EITHER EXPRESSED OR IMPLIED,

THAT THE LOCATIONS, SIZE AND TYPE OF MATERIAL OF EXISTING UNDERGROUND UTILITIES

INDICATED ARE REPRESENTATIVE OF THOSE TO BE ENCOUNTERED DURING

CONSTRUCTION.

4. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE DAMAGED DURING

DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE

DAMAGED OR DISTURBED ITEMS TO THE SATISFACTION OF THE COR.

5. SPECIAL HANDLING AND CONSIDERATION WILL BE REQUIRED FOR EXCAVATED SOILS

THOUGHT TO CONTAIN CONTAMINATED SUBSTANCES. CONTRACTOR SHALL PERIODICALLY

MONITOR EXCAVATED SOILS. SOILS SHALL BE TREATED ON SITE OR DISPOSED OF

PROPERLY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS AND

THE PROJECT SPECIFICATIONS. CONTRACTOR SHALL COORDINATE REMOVAL OF

CONTAMINATED MATERIALS WITH THE CONTRACTING OFFICER.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEANUP OF ANY SEWAGE SPILLS

CAUSED DURING CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE

CONTRACTING OFFICER AND THE STATE DEPARTMENT OF HEALTH. ALL CLEANUP EFFORTS

SHALL BE IN STRICT COMPLIANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS.

SURVEY AND SUBSURFACE INVESTIGATION NOTES:

1. THE SURVEY WAS PERFORMED BY NORTHWEST CONSULTANTS, INC. IN DECEMBER 2017.

2. CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO SURVEY PROJECT

IMPROVEMENTS. IF BENCHMARKS SHOWN ARE IN AREAS THAT REQUIRE DEMOLITION,

OTHER BENCHMARKS SHALL BE ESTABLISHED BEFORE DEMOLITION AND CONSTRUCTION

WORK BEGINS. CONTRACTOR SHALL SUPPLY CERTIFIED, CONTROL POINT DATA TO THE

COR AFTER COMPLETION OF CONSTRUCTION.

3. HORIZONTAL DATUM: NAD83(2011)

VERTICAL DATUM: NAVD88

4. THE SUBSURFACE GEOTECHNICAL INVESTIGATION WAS PERFORMED BY TTL ASSOCIATES,

IN OCTOBER 2017. THE RESULTS OF THE INVESTIGATION ARE CONTAINED IN THE PROJECT

GEOTECHNICAL REPORT.

CAPTIVATION REQUIREMENTS:

HIGH NOISE LEVEL, CHARACTERISTIC OF JET ENGINES, PRODUCES HIGH VIBRATING FORCES

WHICH MAY RESULT IN THE LOOSENING OF SCREWS, BOLTS, NUTS AND FASTENERS. THE HIGH

VOLUME OF AIR MOVEMENT CAN DRAW THESE LOOSENED ITEMS INTO JET ENGINES (POSSIBLY

DESTROYING THE ENGINE OR INJURING PERSONNEL). CAPTIVATION METHODS ARE NECESSARY

TO PREVENT THESE ITEMS FROM LOOSENING. THE REQUIREMENTS ARE AS FOLLOWS:

1. THREADED PARTS OF INTERIOR EXPOSED BOLTED OR SCREWED CONNECTIONS AND

FASTENERS FOR THE BUILDING SIDING, ANCHOR BOLTS, EQUIPMENT AND ACCESSORIES IN

THE ALERT SHELTER SHALL BE COATED WITH THE GE SILICONE RTV 108 OR APPROVED

EQUAL.

2. THREADED CONNECTIONS OF FITTINGS OR DEVICES OF PIPING AND TUBING SYSTEMS,

SUCH AS COUPLINGS, NIPPLES, UNIONS, CAPS, PLUGS, ETC. SHALL BE COATED WITH THE

GE SILICONE RTV 108 OR APPROVED EQUAL.

3. THREADED CONDUIT CONNECTIONS AT COUPLINGS, FIXTURES, JUNCTION BOXES, DEVICES,

ETC. SHALL BE COATED WITH THE GE SILICONE RTV 108 OR APPROVED EQUAL.

4. THREADED PARTS OF CONNECTIONS OF HANGERS AND SUPPORTS FOR EQUIPMENT,

PIPING AND CONDUIT SHALL BE COATED WITH GE SILICONE RTV 108 OR APPROVED EQUAL.

POINT NORTHING EASTING ELEVATION DESCRIPTION

538928.16

538840.90

539688.34

1423733.23

1422684.63

1423940.04

728.27

736.26

705.11

PK NAIL

PK NAIL

PK NAIL

AC

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FENCING (TYP)

XX

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ENTRANCE GATE. SEE NOTE 7

XX

LOW PROFILE

BARRICADES

N 702921.35 E 1613344.18

N 703039.70 E 1613635.64

N 702743.03 E 1613626.49

N 702695.25 E 1613508.08

N 702823.07 E 1614144.06

N 702817.11 E 1614027.95

N 702752.66 E 1613863.30

N 702848.84 E 1613824.48 N 702792.81

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180TH FIGHTER WING

OHIO AIR NATIONAL GUARD

TOLEDO EXPRESS AIRPORT

SWANTON, OHIO

180th Fighter Wing Toledo Express Airport, OH

9400 WARD PARKWAY

KANSAS CITY, MO 64114

(816) 333-9400

REVISIONS

K

Construct ACA Shelters

1 1098765432

WYTD079031 W9133L-15-D-0003-9M03

ACCESS, STAGING, AND SAFETY PLAN

GC004

ACCESS, STAGING, AND SAFETY PLAN

02/12/18 C. FRANZEN

A. DORMAN C. STEWART

\\BMCD\DFS\CLIENTS\ANF\USNGB\ANG\OH\102134_OHANGALRTSHLTB\DESIGN\CIVIL\SHEETS\102134GC004.DWG 7/26/2018 11:52 AM CFRANZEN

A1 ACCESS, STAGING, AND SAFETY PLAN

SCALE: 1" = 80' 80' 160'0

LEGEND

CONTRACTOR

STAGING/

LAYDOWN AREA

SECURITY PERIMETER

HAUL ROUTE

JERSEY BARRIERS

CONSTRUCTION

FENCING

LOW PROFILE

BARRICADES

GENERAL ACCESS NOTES:

1. SEE DRAWING GC005 FOR ACCESS AND

SAFETY NOTES.

2. CONTRACTOR IS RESPONSIBLE FOR

MAINTAINING SECURITY WITHIN THEIR

RESPECTIVE CONSTRUCTION AREA AT ALL

TIMES. IF NEEDED, CONTRACTOR SHALL DAISY

CHAIN THEIR OWN LOCK WITH BASE SECURITY

FORCES PAD LOCK PRIOR TO CONSTRUCTION.

3. ALL WORK IS ANTICIPATED TO BE INSIDE BASE

SECURITY FENCE AND REQUIRES BADGED

PERSONNEL AND ALL EQUIPMENT TO BE

PROCESSED THROUGH BASE SECURITY

GATES.

4. CONTRACTOR TO RESTORE DISTURBED AREAS

TO PRE-CONSTRUCTION CONDITIONS UPON

COMPLETION OF SITE WORK. ALL AREAS OF

SITE DEMOLITION TO BE SEEDED UNLESS

INDICATED FOR SOME OTHER TYPE OF

SURFACING. CONTRACTOR SHALL CONSTRUCT

TEMPORARY FENCES AS NEEDED TO MAINTAIN

THE SAFETY AND SECURITY OF THEIR

EQUIPMENT, WORK, AND MATERIALS.

5. CLEAR ACCESS FOR ALL EQUIPMENT,

DELIVERIES, AND PERSONNEL FOR ADJACENT

PROJECT. WORK AREAS SHALL BE MAINTAINED

THROUGHOUT CONSTRUCTION ON HAUL

ROUTES.

6. CONTRACTOR WORK VEHICLES AND

CONSTRUCTION EQUIPMENT PARKING SHALL

BE WITHIN THE LIMITS OF THE STAGING AND

LAYDOWN AREA. INDIVIDUAL AND PRIVATE

VEHICLES SHALL BE PARKED IN LOTS OUTSIDE

OF THE SECURITY FENCE FOR THE AIRCRAFT

APRON.

7. CONTRACTOR SHALL COORDINATE ENTRANCE

GATE ACCESS WITH BASE SECURITY AND COR

PRIOR TO CONSTRUCTION.

XX

A6

GC500

GC500

E1

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174.9601 e Fo r M ic ro fil m in g In ch es

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180TH FIGHTER WING

OHIO AIR NATIONAL GUARD

TOLEDO EXPRESS AIRPORT

SWANTON, OHIO

180th Fighter Wing Toledo Express Airport, OH

9400 WARD PARKWAY

KANSAS CITY, MO 64114

(816) 333-9400

REVISIONS

K

Construct ACA Shelters

1 1098765432

WYTD079031 W9133L-15-D-0003-9M03

ACCESS AND SAFETY NOTES

GC005

ACCESS AND SAFETY NOTES

02/12/18 C. FRANZEN

A. DORMAN C. STEWART

\\BMCD\DFS\CLIENTS\ANF\USNGB\ANG\OH\102134_OHANGALRTSHLTB\DESIGN\CIVIL\SHEETS\102134GC005.DWG 7/26/2018 11:51 AM CFRANZEN

ACCESS AND SAFETY NOTES:

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

ILLUSTRATED ON DRAWINGS. ACCESS ROUTES MAY BE SUBJECT TO CHANGE, SCHEDULE IMPACTS

SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.

2. THE EXISTING AIRPORT ROAD SPEED LIMITS AND LOAD LIMITS ARE STRICTLY ENFORCED. ALL

CONCRETE TRUCKS SHALL PUT DOWN EXTRA AXLES WHEN TRAVELING ON AIRPORT OR BASE

PROPERTY.

3. 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 HOURS TO THE CONTRACTING OFFICER REGARDING OVERSIZED OR

CONSTRUCTION DELIVERIES TO THE BASE TRUCK GATE PRIOR TO THOSE DELIVERIES. DELIVERIES

SHALL BE SCHEDULED MONDAY - FRIDAY, 0600 TO 1800. CONTRACTOR SHALL COORDINATE

DELIVERIES WITH BASE SECURITY FORCES BY SUBMISSION OF THE CORRECT ENTRY PASS

PAPERWORK VIA THE CONTRACTING OFFICER.

4. CONTRACTOR'S STAGING AREA AND POV EMPLOYEE PARKING WILL BE LOCATED AS INDICATED ON

SHEET GC005 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. SUBMIT PROJECT

OFFICE/MATERIAL STAGING AREA REQUEST TO THE CONTRACTING OFFICER AT LEAST 30 DAYS PRIOR

TO REQUIRED OCCUPANCY DATE.

5. EXISTING AIRPORT 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 IN SHEET GC004 AND APPROVED BY THE

CONTRACTING OFFICER.

6. CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE PROJECT IN A MANNER THAT

ALLOWS EMERGENCY ACCESS TO ALL EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAYS TO

EMERGENCY VEHICLE'S RESPONSE TIME.

7. CONTRACTOR SHALL MAINTAIN THE ACCESS ROUTE TO BE FREE FROM DEBRIS CAUSED FROM

CONSTRUCTION ACTIVITIES ON A DAILY BASIS.

8. 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 SITE CONDITIONS BEFORE CONSTRUCTION WITHIN

THE PROJECT LIMITS.

9. ALL AREAS DISTURBED BY ANY CONSTRUCTION ACTIVITIES INCLUDING BORROW AREAS, STOCKPILE

AREAS, MATERIAL LAYDOWN , EQUIPMENT PARKING, CONTRACTOR PARKING, EARTHWORK

ACTIVITIES, UTILITY TRENCHING, OVERHEAD UTILITY WORK, ETC SHALL BE RESTORED TO BETTER THAN EXISTING CONDITIONS. ALL AREAS NOT DESIGNATED FOR PAVEMENT OR GRAVEL SURFACING SHALL BE COVERED WITH A MINIMUM 4-INCHES OF TOPSOIL, SEEDED, AND IRRIGATED/MAINTAINED

FOR A MINIMUM OF 12 MONTHS OR UNTIL 95% COVERAGE OF GROUND COVER PER THE

SPECIFICATIONS.

10. ALL CONTRACTOR VEHICLES AND PERSONNEL MAY BE SEARCHED BY OHIO AIR NATIONAL GUARD

SECURITY POLICE WHEN ENTERING THE BASE AND MAY EXPERIENCE DELAYS. ALL PERSONNEL

ENTERING THE BASE MUST HAVE A VALID PHOTO ID PER 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.

11. MISCELLANEOUS CONTRACTOR ACCESS PROCEDURES: PERIODIC AIR FORCE EXERCISES MAY OR MAY NOT IMPACT DAILY ENTRY PROCEDURES TO WORK AREAS AT TOLEDO EXPRESS AIRPORT. IN ADDITION, ALL CONTRACTOR PERSONNEL MAY BE REQUIRED TO LEAVE AN AREA AND REACCOMPLISH

ENTRY PROCEDURES. IN THE EVENT OF AN EMERGENCY THAT REQUIRES EVACUATION FROM THE

AREA, CONTRACTOR SHALL COMPLY WITH THE INSTRUCTIONS FROM SECURITY FORCES.

12. CONTRACTOR SHALL PROVIDE ALL NECESSARY WATER AND TOILET FACILITIES FOR HIS WORKERS

WITHIN THE CONSTRUCTION ZONE. CONTRACTOR WORKERS SHALL NOT USE GOVERNMENT OR

AIRPORT FACILITIES UNLESS SPECIFICALLY INDICATED OTHERWISE. LOCATIONS OF FACILITIES SHALL

BE COORDINATED WITH CONTRACTING OFFICER.

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

EQUIPMENT AND VEHICLES SHALL BE PARKED WITHIN THE WORK AREA/STAGING AREA.

14. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER'S REPRESENTATIVE CONCERNING

ANY GOVERNMENT OWNED EQUIPMENT REQUIRING RELOCATION TO COMPLETE PROJECT.

15. 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.

TRAFFIC CONTROL:

1. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED WITH COMPANY DESIGNS,

INSIGNIAS, OR OTHER MARKINGS, WHICH ARE CLEARLY VISIBLE. CONTRACTOR SHALL PROVIDE EACH

CRANE OPERATION VEHICLE WORKING INSIDE THE AIRPORT SECURITY FENCE WITH A FLAG

ATTACHED TO THE VEHICLE WHICH SHOULD BE AT LEAST 3-FOOT SQUARE HAVING INTERNATIONAL

ORANGE AND WHITE CHECKERED PATTERN SO THAT THE FLAG IS EASILY VISIBLE.

2. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND AN ALARM

WHEN MOVING IN REVERSE.

3. ONLY RUBBER-TIRE OR RUBBER-TRACKED VEHICLES WILL BE ALLOWED ON EXISTING

PAVEMENT-TO-REMAIN.

4. CONTRACTOR SHALL PROVIDE A MINIMUM 21 DAY NOTICE TO TOLEDO EXPRESS AIRPORT, THE OHIO AIR NATIONAL GUARD, AND THE CONTRACTING OFFICER PRIOR TO ANY REQUESTED ROAD CLOSURE.

THE 21 DAY ADVANCE NOTICE DOES NOT MEAN THE REQUEST WILL BE AUTOMATICALLY APPROVED.

THE 21 DAYS PROVIDES NECESSARY TIME FOR OHIO AIR NATIONAL GUARD CE TO COORDINATE AND VERIFY IF CLOSURE IS ACCEPTABLE. CONTRACTOR SHALL WORK WITH THE OHIO AIR NATIONAL GUARD CE AND CONTRACTING OFFICER TO FINALIZE DATES IF THE AIRPORT OR BASE HAS CONFLICTS

WITH OTHER ACTIVITIES.

5. CONTRACTOR SHALL ATTEND ANY TOLEDO EXPRESS AIRPORT VEHICLE OPERATOR OR FOREIGN

OBJECT DEBRIS (FOD) CONTROL TRAINING COURSE.

6. CONTRACTOR IS REQUIRED TO IMMEDIATELY CLEAN ANY DEBRIS DEPOSITED ONTO THE SITE, ROADS, ETC FROM CONTRACTOR'S EQUIPMENT OR OPERATIONS. MATERIAL DROPPED WITHIN THESE AREAS

SHALL BE CONTINUOUSLY REMOVED BY SURFACE SWEEPERS OR OTHER APPROVED METHODS

DURING WORKING HOURS. CONTRACTOR TO MAINTAIN ONE FULLY OPERATIONAL STREET

SWEEPER/VAC TRUCK ON SITE AT ALL TIMES.

7. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING

FROM AIRCRAFT PROPWASH OR JET BLAST.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING AND SUBMITTING OUTAGE REQUEST WITH OHIO AIR NATIONAL GUARD CE OFFICE FOR ANY WORK BLOCKING TEN OR MORE EXISTING PARKING

SPACES.

TEMPORARY CONSTRUCTION CRANE AND STOCKPILE HEIGHT:

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

WITH FAA AC 70/7460. ALL HAZARDOUS AREAS (SUCH AS EXCAVATIONS OR STOCKPILED MATERIALS) ON THE AIRFIELD MUST BE DELINEATED WITH LIGHTED BARRICADES ON ALL EXPOSED (VISIBLE OR ACCESSIBLE) SIDES. CONTRACTOR SHALL PROVIDE ALL NECESSARY INFORMATION TO THE OHIO AIR

NATIONAL GUARD CE FOR CONSTRUCTION CRANES, EQUIPMENT, AND RELATED EQUIPMENT, AND

RELATED ACTIVITIES. ALL FORMS SHALL BE APPROVED PRIOR TO USING OR BRINGING EQUIPMENT ON SITE. OHIO AIR NATIONAL GUARD CE TO SUBMIT 7460-1 FORMS TO FAA FOR PERMANENT BUILDING.

CONTRACTOR TO SUBMIT 7460-1 FORMS TO FAA FOR ALL TEMPORARY CONSTRUCTION.

2. THE MAXIMUM ALLOWABLE HEIGHT OF CONSTRUCTION EQUIPMENT OPERATING IN AN AIRCRAFT OPERATIONS AREA IS GOVERNED BY FAA AC 150/5370-2G AND AC 150/5300-13A (CURRENT EDITIONS).

TEMPORARY OBSTRUCTIONS, SUCH AS CRANES AND EQUIPMENT LESS THAN 200'-0" IN HEIGHT

REQUIRE ADDITIONAL LOCAL APPROVAL AS WELL AS FAA 7460-1 APPROVAL. COORDINATE WITH OHIO

AIR NATIONAL GUARD 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 45 DAYS TO THE CONTRACTING

OFFICER, THE OHIO AIR NATIONAL GUARD, AND TOLEDO EXPRESS AIRPORT OPERATIONS PRIOR TO THE START OF CONSTRUCTION TO COORDINATE THE SUBMITTAL OF FAA FORM 7460-1 TO THE FAA REGIONAL OFFICE. PERMISSION TO USE CRANES SHALL BE ISSUED BY TOLEDO EXPRESS AIRPORT OPERATIONS, THE OHIO AIR NATIONAL GUARD, AND THE CONTRACTING OFFICER AFTER APPROVAL BY

THE FAA.

3. OBSTRUCTION LIGHT FIXTURES SHALL BE AVIATION RED INCANDESCENT STEADY BURNING

COMPLYING WITH FAA AC 150/5345-43, TYPE L-810. AIR FORCE POLICY DOES NOT ALLOW USE OF LED

FIXTURES FOR OBSTRUCTION LIGHTING.

4. WHEN NOT IN OPERATION, ALL EQUIPMENT AND CRANES SHALL HAVE BOOMS OR ARMS LOWERED TO

THEIR LOWEST ELEVATION.

5. CONTRACTOR SHALL NOT STOCKPILE CONSTRUCTION MATERIALS, SPOILS, OR DEBRIS IN ANY AREA

WHERE SUCH STOCKPILES WOULD PENETRATE AVIATION SURFACES. A 360 DEGREE RED

OBSTRUCTION LIGHT SHALL BE PLACED AT THE HIGHEST POINT OF THE STOCKPILE. STOCKPILING OF

MATERIAL WITHIN THE AIRPORT SAFETY AREAS IS PROHIBITED.

EXCAVATION AND TRENCHES:

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

OF OHIO LAWS CONCERNING EXCAVATION, AND USACE EM 385-1-1 SAFETY AND HEALTH

REQUIREMENT MANUAL.

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

WITH ORANGE BARRICADES WITH FLASHING RED LIGHTS ACCEPTABLE TO THE CONTRACTING

OFFICER.

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

ASSOCIATED UTILITY COMPANIES AND AGENCIES BEFORE PROCEEDING WITH ANY EXCAVATION.

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

AS SOON AS POSSIBLE AFTER THE MATERIAL HAS BEEN PLACED AND WORK APPROVED, BACKFILL

AND COMPACT TRENCHES AS SPECIFIED.

5. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS MAY BE REQUIRED.

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

SPECIFICATION SECTION 31 00 00.

OTHER SAFETY REQUIREMENTS:

1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION (OSHA) REGULATIONS, AND USACE EM 385-1-1 SAFETY AND HEALTH

REQUIREMENTS 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 AIRPORT 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 OR

AIRPORT OWNED EQUIPMENT WITH THE CONTRACTING OFFICER.

5. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO CONTROL/PREVENT DUST CAUSED BY

CONSTRUCTION ACTIVITIES TO A LIMIT ACCEPTABLE TO TOLEDO EXPRESS AIRPORT, THE OHIO AIR NATIONAL GUARD, AND THE CONTRACTING OFFICER. THE CONTRACTOR SHALL CONTROL/PREVENT

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.

8. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH SAFETY PLAN OR BASE SHALL

IMMEDIATELY BE REMOVED FROM THE WORK AREA AND SHALL NOT BE PERMITTED TO RETURN

THROUGHOUT THE REMAINDER OF THE PROJECT.

9. ALL TEMPORARY CONSTRUCTION LIGHTING SHALL BE COORDINATED WITH BASE SECURITY FOR

APPROVAL OF LOCATIONS, HEIGHT, AND DIRECTION.

SECURITY REQUIREMENTS NOTES:

1. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS AND PROCEDURES OF “IAW AFFAR

5353.242-9000, CONTRACTOR ACCESS TO AIR FORCE INSTALLATIONS”, IN ACCORDANCE WITH THE SITE

ACCESS AS INDICATED ON GC004 BASE BID CONSTRUCTION ACCESS.

2. ALL CONTRACTOR EMPLOYEES SHALL CARRY CONTRACTOR PHOTO IDENTIFICATION AT ALL TIMES

WHILE WORKING INSIDE THE TOLEDO EXPRESS AIRPORT SECURE PERIMETER.

3. CONTRACTOR EMPLOYEES SHALL COMPLY WITH ANY INTEGRATED DEFENSE MEASURES THAT MAY BE NECESSARY DURING CONTINGENCY OPERATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO, VEHICLE

INSPECTIONS, IDENTIFICATION CHECKS, ETC.

4. CONTRACTOR AND EMPLOYEE IDENTIFICATION CREDENTIALS: DUE TO THE NATURE OF THE MILITARY MISSION OPERATED BY THE OHIO AIR NATIONAL GUARD, STRINGENT SECURITY PROCEDURES ARE

ESTABLISHED TO ENSURE MISSION SUCCESS. PART OF THE MISSION ASSURANCE PIECE IS TO

CONDUCT IDENTITY PROOFING AND VETTING OF ALL CONTRACTORS WHO ENTER THE INSTALLATION.

THE VETTING PROCESS INCLUDES AN EXTENSIVE CRIMINAL HISTORY CHECK TO DETERMINE THE

INDIVIDUAL'S FITNESS FOR AUTHORIZATION TO ENTER THE INSTALLATION. THE PRIMARY

CONTRACTOR WILL ENSURE ALL EMPLOYEES WORKING INSIDE THE OHIO AIR NATIONAL GUARD

SECURITY PERIMETER POSSESS PROPER CREDENTIALS ALLOWING THEM TO WORK IN THE UNITED

STATES. EXECUTIVE ORDER 12989 REQUIRES CONTRACTORS TO USE THE DEPARTMENT OF

HOMELAND SECURITY'S E-VERIFY SYSTEM FOR ALL EMPLOYEES WORKING ON FEDERAL CONTRACTS.

SEE PROJECT SPECIFICATIONS AND OHIO AIR NATIONAL GUARD SECURITY FOR FULL LISTING OF ALL

REQUIREMENTS.

5. EMPLOYEES WILL BE IDENTITY-PROOFED AND VETTED EACH TIME A PASS AND/OR CREDENTIAL IS ISSUED. SECURITY FORCES PERSONNEL MAY ALSO CONDUCT RANDOM SCREENING AT ANY TIME. IF DISQUALIFYING INFORMATION IS FOUND, EMPLOYEES MAY BE DENIED ACCESS TO THE INSTALLATION AND THE CONTRACTING OFFICER OR CONTRACT ADMINISTRATOR WILL BE NOTIFIED OF THE DENIAL.

DUE TO MANDATES OF USC 552A (B) (3) AS RELATED TO PRIVACY ACT 1974 AS AMENDED, THE INFORMATION CAN ONLY BE DISCUSSED WITH THE EMPLOYEE AND WILL NOT BE EXPRESSED OUTSIDE

OF LAW ENFORCEMENT.

6. BASE ACCESS CREDENTIALS: THE CONTRACTOR SHALL SUBMIT ALL APPROPRIATE FORMS AT LEAST 7 DAYS PRIOR TO, IF THE EMPLOYEE WILL BE REQUIRED TO DRIVE ON THE INSTALLATION, HE/SHE

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

INSURANCE. FURTHER, THE VEHICLES AND EQUIPMENT MAY BE ESCORTED DURING EXERCISE

OPERATIONS AND MAY BE RENDERED IMMOBILE WHEN NOT IN OPERATION BY THE REMOVAL OF

IGNITION KEYS OR BY OTHER READILY REVERSIBLE MEANS. CONTRACTOR VEHICLES ARE SUBJECT TO SEARCH PRIOR TO ENTERING, WHILE TRANSITING AND/OR WHILE EXITING THE INSTALLATION.

7. IF THE CONTRACT REQUIRES WORK TO BE DONE IN CONTROLLED OR RESTRICTED AREAS ON THE INSTALLATION, ACCESS TO THOSE AREAS WILL REQUIRE COORDINATION WITH AND APPROVAL BY ORGANIZATIONS CONTROLLING THOSE AREAS. MORE DETAILED INFORMATION MAY BE REQUESTED

FROM THE CONTRACTING OFFICER UPON AWARD OF THE CONTRACT.

CONTRACTOR SAFETY PLAN SUBMITTALS:

1. CONTRACTOR SHALL FURNISH A CONSTRUCTION SAFETY PLAN AND PROPOSED PROJECT SCHEDULE

TO THE CONTRACTING OFFICER FOR APPROVAL. 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.

C. LOCATION AND TYPE OF BARRICADES OR OTHER TRAFFIC CONTROL DEVICES.

D. METHODS BY WHICH THE CONTRACTOR SHALL COMMUNICATE WITH TOLEDO EXPRESS AIRPORT

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 DISTURBANCE OF

MORE THAN 1 ACRE PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR COORDINATING

WITH THE CONTRACTING OFFICER TO COMPLETE AND SUBMIT THE STORM WATER POLLUTION

PREVENTION PLAN (SWPPP) TO THE STATE OF OHIO FOR APPROVAL.

2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS TO COMPLY WITH ALL FEDERAL, STATE, AND LOCAL REGULATORY REQUIREMENTS. THE PERMITTING PROCESS MAY INCLUDE THE

SUBMISSION OF THE FOLLOWING TYPES OF PERMITS:

A. EROSION AND SEDIMENT CONTROL.

B. STORMWATER MANAGEMENT.

C. SOLID AND HAZARDOUS WASTE.

D. DIGGING.

E. TRAFFIC.

F. WELDING PERMIT FOR ANY WELDING OR CUTTING OPERATIONS CAN BE OBTAINED AT THE

180TH FW FIRE DEPARTMENT.

G. FAA FORM 7460-1

H. CONFINED SPACE ENTRY PERMITS WILL BE COORDINATED THROUGH THE 180TH FW

OCCUPATIONAL SAFETY OFFICE.

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180TH FIGHTER WING

OHIO AIR NATIONAL GUARD

TOLEDO EXPRESS AIRPORT

SWANTON, OHIO

180th Fighter Wing Toledo Express Airport, OH

9400 WARD PARKWAY

KANSAS CITY, MO 64114

(816) 333-9400

REVISIONS

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Construct ACA Shelters

1 1098765432

WYTD079031 W9133L-15-D-0003-9M03

CONSTRUCTION PHASE 1

GC010

CONSTRUCTION PHASE 1

02/12/18 C. FRANZEN

A. DORMAN C. STEWART

\\BMCD\DFS\CLIENTS\ANF\USNGB\ANG\OH\102134_OHANGALRTSHLTB\DESIGN\CIVIL\SHEETS\102134GC010.DWG 7/26/2018 11:49 AM CFRANZEN

D1 CONSTRUCTION PHASE 1

SCALE: 1" = 80' 40' 80'0

GENERAL PHASING NOTES:

1. PHASING PLAN SHOWN IS

CONCEPTUAL AND FOR

INFORMATION ONLY. CONTRACTOR

MAY SUBMIT ALTERNATIVE PHASING

PLANS FOR APPROVAL BY THE

CONTRACTING OFFICER AND THE

INSTALLATION.

2. CONTRACTOR SHALL DELINEATE A

CONSTRUCTION ZONE OR WORK

AREA AROUND THE PROJECT

PERIMETER FOR THE ENTIRE

DURATION OF CONSTRUCTION AS

INDICATED ON SHEET GC004.

CONTRACTOR IS REQUIRED TO

MAINTAIN CONSTRUCTION

SAFETY/SECURITY FENCES AROUND

THEIR WORK AREAS TO PROTECT

AGAINST DAMAGE OR THEFT OF

MATERIALS AND EQUIPMENT.

3. CONTRACTOR SHALL NOT CROSS

ESTABLISHED AIRFIELD SECURITY

PERIMETER FENCE WITHOUT

COORDINATING WITH BASE

SECURITY AND AIRFIELD

OPERATIONS.

4. CONTRACTOR SHALL MAINTAIN

ADEQUATE ACCESS FOR

SEMI-TRUCK DELIVERIES AND

PERSONNEL ACCESS TO ALL

EXISTING SITE FACILITIES

THROUGHOUT CONSTRUCTION.

5. CONTRACTOR SHALL COORDINATE

WITH THE INSTALLATION ON ISSUING

A NOTICE TO AIRMEN (NOTAM) TO

CLOSE TAXIWAY DELTA WHEN WORK

IS WITHIN THE TAXIWAY DELTA

OBJECT FREE AREA, 200-FEET FROM

THE TAXIWAY CENTERLINE.

CONTRACTOR SHALL PHASE THE

WORK SO ONE NOTAM IS ISSUED

AND THE WORK WITHIN THE TAXIWAY

DELTA OBJECT FREE AREA CAN

COMPLETE.

PHASE 1 NOTES:

1. INSTALL CONSTRUCTION FENCING,

LOW PROFILE BARRICADES, AND

JERSEY BARRIERS PER SHEET

GC004.

2. DEMOLISH AND/OR SALVAGE

EXISTING MATERIALS AND

EQUIPMENT PER CIVIL AND

ELECTRICAL DEMOLITION SHEETS.

DO NOT DEMOLISH EXISTING

PAVEMENT OR UTILITIES NEXT TO

THE EXISTING ACA ALERT

SHELTERS. ALL ACA UTILITIES WILL

REMAIN IN PLACE UNTIL PHASE 2.

3. INSTALL ALL UTILITIES THAT ARE TO

BE UNDERNEATH THE PROPOSED

APRON PAVEMENT SECTION AS

SHOWN ON THE DESIGN DRAWINGS.

4. INSTALL APRON PAVEMENT PER

CIVIL DRAWINGS AROUND THE

LIMITS OF PHASE 1 DEMOLITION.

COORDINATE WITH PHASE 2 LIMITS

FOR PAVEMENT INSTALLATION NEAR

THE…