Att 3 - B-3 Revised Plans - Shoulders.pdf

PDF 688 KB Posted Aug 8, 2023

Attached to: 105 AW Runway Kilo Repair
Solicitation number: W50S8N23Q0012
Issued by: Department of the Army National Guard

About this file

Written by GovTribe AI · Dec 20, 2023

This document package includes construction plans and specifications for runway repairs at Stewart International Airport in New York. The plans show existing conditions, proposed work areas including pavement repairs and markings, construction access and staging, and safety requirements. Repairs include milling and overlaying sections of the aircraft parking apron and taxiways with a minimum 2 inches of asphalt placed in 2-inch lifts. Pavement joints will be sealed, and edges will be sawcut. Disturbed grass areas will be restored. Low-profile barricades with flashing lights will delineate work zones. The specifications provide requirements for coordination, traffic control, protecting airfield operations, equipment heights, stockpiles, excavation, safety practices, and restoration of areas once work is complete.

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Other files

File	Type	Posted
W50S8N23Q0012.pdf	PDF	Sep 14, 2023
W50S8N23Q0012 P00002.pdf	PDF	Sep 14, 2023
W50S8N23Q0012 P00001.pdf	PDF	Sep 12, 2023
W50S8N23Q0012.pdf	PDF	Sep 12, 2023
Statement of Work - WHAY232016 - Repair Taxiway Kilo.pdf	PDF	Aug 8, 2023
Att 2 - B-3 Revised Submittal Specification Binder - Shoulders.pdf	PDF	Aug 8, 2023
Att 1 - Plan view.pdf	PDF	Aug 8, 2023

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no. date descriptionby

1 1312111098765432

A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file ckd

NEW YORK AIR NATIONAL GUARD

STEWART INTERNATIONAL AIRPORT

WHAY13200377786

REPAIR SHOULDERS

AIRCRAFT PARKING APRON

I:\USAIRNG\77786\CAD\CIVIL\77786-G001.DWG 2/22/2019 2:18 PM KWARRENDER

LICENSEE NO. 000165

(973) 884-8701

MORRISTOWN, NJ 07960

10 NORTH PARK PLACE, SUITE 330

C O

P Y

R I G

H T

MARCH 9, 2016 F. PASCERI

K. WARRENDER D. LENZ

CONSTRUCTION ACCESS

AND SAFETY PLAN

G001 F

77786-G001.DWG

ORANGE COUNTY, NY

B U

R N

M c D

O N

N E

L L

N G

I N

E E

R I N

O M

P A

N Y

I N

0 400'200'

SCALE IN FEET

NORTH

SITE ACCESS/

HAUL ROUTE

APPROXIMATE

PROJECT LIMITS

DLA 03/11/16 KNW A-2 RESUBMITTAL

DLB 04/29/16 SMC B-1 SUBMITTAL

DLC 06/13/16 SMC B-2 SUBMITTAL

DLD 11/04/16 LMG B-3 SUBMITTAL

ISSUED FOR BID

DLE KNW REVISED

B-2 SUBMITTAL

01/15/19

KNWF 03/08/19 SMC B-3 SUBMITTAL

AutoCAD SHX Text

PAD

AutoCAD SHX Text

PLATFORM

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ORR AVE.

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214 VEHICLE MAINTENANCE BUILDING

AutoCAD SHX Text

213 ENGINEERING INSTALLATION SQUADRON

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415 SIMULATOR FACILITY

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112 ECP GUARD SHED

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7402 POL TANK FARM

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220 SAND & SALT SHED

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215 BALLFIELD/PAVILION

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113 BASE SHED SUPPORT AND EQUIPMENT

AutoCAD SHX Text

211 BASE CIVIL ENG. COVERED STRG.

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100 COMPOSITE MAINT. HANGAR

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101 CORROSION CONTROL/FUEL CELL

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102 FUEL CELL NOSE DOCK

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105 FIRE STATION

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106 AERIAL PORT

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107 COMPOSITE MAINT. FACILITY

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108 UTILITY CENTER

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200 SUPPORT EQUIPMENT MAINT. SHOP

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201 GUARD HOUSE

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203 COMPOSITE OPERATIONAL TRAINING

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204 ANG / USMCR BASE SUPPLY

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207 BASE ENGINEERING

AutoCAD SHX Text

208 AUTOMOTIVE VEHICLE MAINT. SHOP

AutoCAD SHX Text

209 AUTO PARKING SHED

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300 COMPOSITE AIRCRAFT MAINT./SQ OPS. (USMCR)

AutoCAD SHX Text

202 COMPOSITE SQUADRON OPS./TELECOM.

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301 FUEL CELL HANGAR (USMCR)

AutoCAD SHX Text

302 INTERMEDIATE MAINT. ACTIVITY (USMCR)

AutoCAD SHX Text

303 AVIONICS PAD (USMCR)

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405 GATE HOUSE

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111 OIL/FUEL SEPERATOR

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110 WATER SUPPLY BOOSTER PUMP STATION

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205 HAZARDOUS STORAGE (USMCR)

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206 HAZARDOUS STORAGE (ANG)

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HIGH VOLTAGE SWITCHGEAR

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401 PUMP HOUSE

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402 CONTROL HOUSE

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403 OPERATIONS BUILDING

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HAZARDOUS MATERIAL STORAGE

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400 MARINE RUN-UP PAD

AutoCAD SHX Text

7410 LOX/LIN PAD

ACCESS AND SAFETY NOTES

ACCESS AND STAGING

1. ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR PERSONNEL,

VEHICLES, EQUIPMENT, AND DELIVERIES ARE ILLUSTRATED ON

DRAWING G001 AND ARE SUBJECT TO THE APPROVAL OF THE

CONTRACTING OFFICER. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO COORDINATE OFF-SITE HAUL ROUTES WITH THE

APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE

AFFECTED ROUTE. ACCESS ROUTES AND HAUL ROUTES ARE

SUBJECT TO CHANGE AT THE DIRECTION OF THE CONTRACTING

OFFICER AND MAY CHANGE BASED ON OPERATIONAL

REQUIREMENTS OF THE BASE.

2. CONTRACTOR SHALL COORDINATE ACTIVITIES AND MAINTAIN ALL

ACCESS AND HAUL ROUTES IN A MANNER THAT ALLOWS

UNOBSTRUCTED EMERGENCY ACCESS TO ALL PROJECT AREAS,

AIRFIELD/AIRPORT AREAS, AND EXISTING ROADWAYS AT ALL TIMES

WITHOUT DELAY TO EMERGENCY AND SECURITY VEHICLE

RESPONSE TIME.

3. 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.

4. CONTRACTOR SHALL MAINTAIN ACCESS AND HAUL ROUTES TO BE

FREE FROM DEBRIS CAUSED FROM CONSTRUCTION ACTIVITIES ON

A DAILY BASIS.

5. CONTRACTOR SHALL RESTRICT ALL OPERATIONS TO AREAS WITHIN

THE CONSTRUCTION LIMITS UNLESS COORDINATED OTHERWISE

WITH THE CONTRACTING OFFICER.

6. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAGING AREA

FOR MATERIALS AND EQUIPMENT. LOCATION OF CONTRACTOR'S

STAGING SHALL BE AS ILLUSTRATED ON DRAWING G001 WITHIN THE

LIMITS OF CONSTRUCTION AND IS SUBJECT TO THE APPROVAL OF

THE CONTRACTING OFFICER. CONTRACTOR MAY SUBMIT

ALTERNATIVES TO THE STAGING AREA LOCATIONS AS SHOWN.

CONTRACTOR'S STAGING AREA IS SUBJECT TO CHANGE AT THE

DIRECTION OF THE CONTRACTING OFFICER AND MAY CHANGE

BASED ON OPERATIONAL REQUIREMENTS OF THE BASE.

7. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STOCKPILE

AREA WITHIN CLOSE PROXIMITY TO THE CONSTRUCTION AREA.

LOCATIONS SHALL BE FIRST APPROVED BY THE CONTRACTING

OFFICER AND MAY CHANGE BASED ON OPERATIONAL

REQUIREMENTS OF THE BASE.

8. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES,

CONTRACTOR'S EQUIPMENT AND VEHICLES SHALL BE PARKED IN

THE STAGING AREA.

9. CONTRACTOR SHALL PROVIDE AND INSTALL AT THE CONSTRUCTION

ENTRANCE A PROFESSIONALLY PAINTED SIGN, MEETING CLIENT

REPRESENTATIVE APPROVAL, TO DIRECT MATERIAL SUPPLIERS,

EMPLOYEES, AND DELIVERIES TO THE CONSTRUCTION SITE. THE

SIGN SHALL READ “CONSTRUCTION VEHICLES ONLY - NO VENDORS

ALLOWED.”

10. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48 HOURS TO

THE CONTRACTING OFFICER REGARDING CONSTRUCTION

DELIVERIES PRIOR TO THOSE DELIVERIES. DELIVERIES SHALL BE

SCHEDULED MONDAY-FRIDAY, 8:00 AM TO 3:00 PM.

11. ALL CONTRACTOR VEHICLES AND PERSONNEL ARE SUBJECT TO

SEARCH BY SECURITY WHEN ENTERING THE BASE AND MAY

EXPERIENCE DELAYS. ALL PERSONNEL MUST HAVE A CURRENT AND

VALID PHOTO IDENTIFICATION PER BASE SECURITY REQUIREMENTS,

AND ALL VEHICLES MUST HAVE CURRENT AND VALID REGISTRATION

AND INSURANCE.

12. ALL CONTRACTOR VEHICLES AND PERSONNEL SHALL BE

RESPONSIBLE FOR COORDINATING WITH THE BASE SECURITY

OFFICE IN OBTAINING PROPER SECURITY CLEARANCE AND BADGING

PRIOR TO ENTERING SECURE AREAS.

13. ACCESS POINTS, HAUL ROUTES, STAGING 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.

COORDINATION AND COMMUNICATION

1. CONTRACTOR SHALL APPOINT A PRIMARY CONSTRUCTION

SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE

CONTRACTING OFFICER, WHO SHALL BE PRESENT ON THE

CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS AND

ACCESSIBLE AT ALL TIMES WHILE WORK IS IN PROGRESS. THE

PRIMARY CONSTRUCTION SUPERINTENDENT SHALL BE DESIGNATED

THE RESPONSIBLE CONTRACTOR'S REPRESENTATIVE WHO SHALL

BE AVAILABLE ON A 24-HOUR BASIS. WHEN THE CONTRACTOR'S

PRIMARY CONSTRUCTION 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.

3. IN CASE OF EMERGENCY, CONTRACTOR SHALL CALL 911.

4. THE CONTRACTING OFFICER SHALL PROVIDE THE APPROPRIATE

POINTS OF CONTACT FOR THE BASE AT THE PRE-CONSTRUCTION

MEETING.

TRAFFIC CONTROL

1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CORDON OFF THE

CONSTRUCTION WORK AREA AND ASSOCIATED ROADWAYS AND

AIRFIELD AREAS BY USING BARRICADES 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. CONTRACTOR SHALL PROVIDE EACH

VEHICLE WITH A FLAG ATTACHED TO THE VEHICLE WHICH SHOULD

BE AT LEAST 3 FEET SQUARE HAVING INTERNATIONAL ORANGE AND

WHITE CHECKERED PATTERN SO THAT THE FLAG IS EASILY 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. NO PEDESTRIAN TRAFFIC SHALL BE ALLOWED INSIDE THE

CONSTRUCTION LIMITS.

6. WHEN ROAD CLOSURES ARE NECESSARY TO COMPLETE WORK,

CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 1 WEEK TO

BASE AND THE CONTRACTING OFFICER PRIOR TO THE ROAD

REQUIRING CLOSURE.

7. PRIOR TO THE REMOVAL OF BARRICADES AND TRAFFIC CONTROL

DEVICES, THE CONTRACTOR SHALL REQUEST THE CONTRACTING

OFFICER TO SCHEDULE AN INSPECTION. NO ROADWAY OR PORTION

OF THE AIRFIELD SHALL BE RE-OPENED UNTIL THE CONTRACTING

OFFICER HAS COMPLETED INSPECTION AND APPROVED THE

RE-OPENING OF ACTIVE AREAS.

8. CONTRACTOR SHALL ATTEND ANY SPONSOR-MANDATED VEHICLE

OPERATOR OR FOREIGN OBJECT DEBRIS/DAMAGE (FOD) CONTROL

TRAINING COURSE.

9. 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.

AIRFIELD OPERATIONS COORDINATION

1. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS INDICATED

IN FEDERAL AVIATION ADMINISTRATION (FAA) ADVISORY CIRCULAR

(AC) 150/5370-2F, OPERATIONAL SAFETY ON AIRPORTS DURING

CONSTRUCTION (CURRENT EDITION).

2. CONTRACTOR SHALL NOT ACCESS THE AIRCRAFT OPERATIONS

AREA, AND SHALL CONDUCT WORK IN SUCH A MANNER TO ENSURE

A MINIMUM HINDRANCE TO AVIATION OPERATIONS. SHOULD

ACCESS TO THE AIRCRAFT OPERATION AREA BECOME NECESSARY,

CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 4 DAYS TO

BASE OPERATIONS. PEDESTRIAN TRAFFIC AND PRIVATELY OWNED

VEHICLES SHALL NOT BE ALLOWED IN THE AIRCRAFT OPERATIONS

AREA.

3. CONSTRUCTION ACTIVITY AFFECTING AIRCRAFT MOVEMENT AREAS

AND AIRFIELD SAFETY REQUIREMENTS SHALL BE COORDINATED

WITH BASE OPERATIONS AND THE CONTRACTING OFFICER. NO

AIRCRAFT OPERATIONS AREA SHALL BE CLOSED WITHOUT

APPROVAL FROM BASE.

4. NOTICES TO AIRMEN (NOTAMS) SHALL BE ISSUED IN ACCORDANCE

WITH AC 150/5370-2F OPERATIONAL SAFETY ON AIRPORTS DURING

CONSTRUCTION, AND AC 150/5200-28D NOTICES TO AIRMEN FOR

AIRPORT OPERATORS. ALL NOTAMS SHALL BE COORDINATED WITH

BASE 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 48 HOURS TO

BASE 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. ALL CONSTRUCTION AREAS THAT POSE A HAZARD TO OPERATING

AIRCRAFT SHALL BE PROPERLY MARKED WITH LOW-PROFILE

BARRICADES. ALL BARRICADES LOCATED WITHIN OR ADJACENT TO

AIRCRAFT OPERATIONS AREAS SHALL BE LOW-PROFILE TYPE WITH

ORANGE MARKINGS AND RED FLASHING LIGHTS. LOW PROFILE

BARRICADES SHALL BE KEPT OUTSIDE THE LIMITS OF ANY ACTIVE

AIRFIELD SAFETY AREA. SEE DETAIL 1 ON DRAWING C500 FOR

LOW-PROFILE BARRICADE DETAIL.

7. DEBRIS, WASTE, AND LOOSE MATERIALS CAPABLE OF CAUSING

DAMAGE TO AIRCRAFT AND HELICOPTER LANDING GEAR,

PROPELLERS AND ROTORS, OR OF BEING INGESTED BY JET

ENGINES, SHALL NOT BE LEFT WITHIN ACTIVE AIRCRAFT OPERATION

AREAS. CONTRACTOR IS REQUIRED TO IMMEDIATELY CLEAN ANY

DEBRIS CARRIED ONTO AIRFIELD FROM CONTRACTOR'S EQUIPMENT

OR OPERATIONS TO PREVENT FOREIGN OBJECT DAMAGE (FOD).

MATERIAL DROPPED WITHIN THESE AREAS SHALL BE

CONTINUOUSLY REMOVED BY SURFACE SWEEPERS OR OTHER

APPROVED METHODS DURING WORKING HOURS. CONSTRUCTION

FENCE MAY BE REQUIRED TO FULFILL THIS RESPONSIBILITY.

STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO

PREVENT MOVEMENT RESULTING FROM AIRCRAFT PROPWASH OR

JET BLAST

8. 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.

EQUIPMENT AND STOCKPILE HEIGHT

1. THE MAXIMUM ALLOWABLE HEIGHT OF CONSTRUCTION EQUIPMENT

OPERATING IN AN AIRCRAFT OPERATIONS AREA IS GOVERNED BY

FEDERAL AVIATION ADMINISTRATION (FAA) ADVISORY CIRCULAR AC

150/5370-2F AND AC 150/5300-13 (CURRENT EDITIONS). 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 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 BASE OPERATIONS AND THE

CONTRACTING OFFICER AFTER APPROVAL BY THE FAA.

2. DURING PERIODS OF LOW VISIBILITY, 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 INTO THE AIRCRAFT OPERATIONS

AREA BY A PROPERLY LIT VEHICLE.

3. WHEN NOT IN OPERATION, ALL EQUIPMENT AND CRANES SHALL

HAVE BOOMS OR ARMS LOWERED TO THEIR LOWEST ELEVATION.

4. CONTRACTOR SHALL NOT STOCKPILE CONSTRUCTION MATERIALS,

SPOILS, OR DEBRIS IN ANY AREA WHERE SUCH STOCKPILES WOULD

PENETRATE AVIATION SURFACES. ALL STOCKPILES ADJACENT TO

AIRCRAFT OPERATIONS AREA SHALL BE IDENTIFIED WITH A

360-DEGREE RED OBSTRUCTION LIGHT PLACED AT THE HIGHEST

POINT OF THE STOCKPILE. STOCKPILING OF MATERIAL WITHIN THE

AIRFIELD SAFETY AREAS IS PROHIBITED.

EXCAVATION AND TRENCHES

1. CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT EDITION

OF OSHA REGULATIONS AND THE STATE OF NEW YORK LAWS

CONCERNING EXCAVATION.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL

EXCAVATION, TRENCHING, AND SHORING ARE PERFORMED IN A

MANNER THAT COMPLIES WITH LOCAL REGULATIONS AND

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

REGULATIONS FOR CONSTRUCTION.

3. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE

SHALL BE PROMINENTLY MARKED WITH ORANGE BARRICADES WITH

FLASHING RED LIGHTS ACCEPTABLE TO THE CONTRACTING

OFFICER.

4. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48 HOURS TO

THE CONTRACTING OFFICER AND ASSOCIATED UTILITY COMPANIES

AND AGENCIES BEFORE PROCEEDING WITH ANY EXCAVATION.

5. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS MAY

BE REQUIRED.

6. 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.

OTHER SAFETY REQUIREMENTS

1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM

TO OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

REGULATIONS.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND

PAY FOR ALL APPLICABLE PERMITS, FEES AND LICENSES FOR

CONSTRUCTION AND EQUIPMENT.

3. THE CONTRACTOR SHALL PERFORM ON-SITE INSPECTIONS

THROUGHOUT THE PROJECT AND REMEDY ANY SAFETY CONCERNS

IMMEDIATELY.

4. 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.

5. CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY

GOVERNMENT/CLIENT-OWNED EQUIPMENT WITH THE CONTRACTING

OFFICER.

6. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL

REQUIREMENTS WITH STATE AND LOCAL AUTHORITIES AND

SUBMITTING DOCUMENTS FOR PERMITTING FOR EROSION,

SEDIMENT CONTROL, AND STORMWATER POLLUTION PREVENTION.

7. EROSION CONTROL DEVICES SHALL BE USED FOR THE ACCESS AND

HAUL ROUTES, STAGING AREA, AND ANY MATERIAL STOCKPILES

WHEN NECESSARY TO CONTROL EROSION AND STORM WATER

RUNOFF.

8. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO

PREVENT MOVEMENT RESULTING FROM WIND CONDITIONS.

9. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO LIMIT 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.

10. WILDLIFE ATTRACTANTS, SUCH AS TRASH AND FOOD SCRAPS, FROM

CONSTRUCTION PERSONNEL AND ACTIVITIES SHALL BE REMOVED

FROM THE PROJECT LIMITS.

11. 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.

12. IF CONSTRUCTION REQUIRES THE DISRUPTION OR DISCONNECTION

OF ANY WATER LINES OR FIRE HYDRANTS ON PROJECT PROPERTY

OR ADJOINING PROPERTY, THE CONTRACTOR SHALL PROVIDE A

MINIMUM ADVANCE NOTICE OF 48 HOURS TO THE LOCAL FIRE

AUTHORITY AND ALL OTHER EMERGENCY SERVICES.

13. 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.

14. 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.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING UTILITY

MARKOUTS PRIOR TO THE START OF CONSTRUCTION.

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s

no. date descriptionby

1 1312111098765432

A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file ckd

NEW YORK AIR NATIONAL GUARD

STEWART INTERNATIONAL AIRPORT

WHAY13200377786

REPAIR SHOULDERS

AIRCRAFT PARKING APRON

I:\USAIRNG\77786\CAD\CIVIL\77786-G002.DWG 1/14/2019 9:22 AM KWARRENDER

LICENSEE NO. 000165

(973) 884-8701

MORRISTOWN, NJ 07960

10 NORTH PARK PLACE, SUITE 330

C O

P Y

R I G

MARCH 9, 2016 F. PASCERI

ACCESS AND SAFETY NOTES

G002 F

77786-G002.DWG

ORANGE COUNTY, NY

B U

R N

O N

N E

L L

N G

I N

E E

R I N

O M

P A

N Y

I N

DLA 03/11/16 KNW A-2 RESUBMITTAL

DLB 04/29/16 SMC B-1 SUBMITTAL

DLC 06/13/16 SMC B-2 SUBMITTAL

DLD 11/04/16 LMG B-3 SUBMITTAL

ISSUED FOR BID

DLE KNW REVISED

B-2 SUBMITTAL

01/15/19

KNWF 03/08/19 SMC B-3 SUBMITTAL

EXISTING PAVEMENT

SECTION TO REMAIN

MILL AND

OVERLAY PAVEMENT

ASECTION A-A

TACK COAT

CUT NEAT,

TRIM EDGE

(BOTH SIDES)

EXISTING CONCRETE

TO REMAIN

MILL AND

OVERLAY PAVEMENT

BSECTION B-B

TACK COAT

EXISTING PAVEMENT

SECTION TO REMAIN

SEE NOTE 1

NOT TO SCALE

NOTES:

1. MILL AND OVERLAY SHALL BE A MINIMUM 2" DEPTH.

2. ASPHALT SHALL BE PLACED IN 2" LIFTS.

3. ALL EDGES SHALL BE SAWCUT TO PROVIDE CLEAN EDGES.

4. DISTURBANCE TO GRASS AREAS SHALL BE RESTORED TO

EXISTING CONDITIONS OR BETTER.

RED OMNI-DIRECTIONAL

FLASHER

2"X8" (NOMINAL)

2'-0"

8'-0"

(TYP)

NOTES:

1. SAFETY BARRICADE SHALL BE MODEL AR-10X96, AS

MANUFACTURED BY OFF THE WALL PRODUCTS, SALT LAKE CITY,

UTAH, NAC-PC 2410 AIRPORT LOW-PROFILE BARRICADE AS

MANUFACTURED BY NEUBERT AERO CORP, TAMPA, FL OR

APPROVED EQUAL WITH LIGHTS AND REFLECTIVE STRIPING TO

BE DEPLOYED AROUND CLOSURES. THE BARRICADES AND

LIGHTS SHALL BE MAINTAINED IN GOOD OPERATIONAL

CONDITION DURING ALL CLOSURES.

2. FLASHERS SHALL BE SOLAR POWER OPERATED. LENS SHALL BE

RED AND OMNI-DIRECTIONAL. SUPPORT BRACES SHALL BE

SECURELY ATTACHED TO 2"x8".

3. SAND BAGS SHALL BE PLACED ON EACH SUPPORT BRACE.

4. FACING OF 8'x8" TO BE COVERED WITH REFLECTIVE TAPE OR

PAINT.

5. LOW-PROFILE BARRICADES TO BE SPACED END TO END ACROSS

THE FULL WIDTH OF PAVEMENT TO PREVENT VEHICLES AND

AIRCRAFT FROM PASSING THROUGH.

6. BARRICADES SHALL BE BRACED TO PREVENT TIP OVER OR

DISPLACEMENT AS MAY BE INDUCED BY WEATHER OR AIRCRAFT

OPERATIONS.

7. BARRICADES SHALL NOT BE LOCATED WITHIN AN ACTIVE

RUNWAY SAFETY AREA. BARRICADES SHALL BE LOCATED

OUTSIDE OF ANY ACTIVE TAXIWAY OBJECT FREE AREA UNLESS

NOTED OTHERWISE.

8. BARRICADE LOCATIONS SHALL BE COORDINATED WITH THE

AIRPORT AND ENGINEER.

2"X4", 24" IN LENGTH

SECURELY FASTENED

WITH A FRANGIBLE

COUPLING (TYP)

ALTERNATING 6" BANDS

OF AVIATION WHITE &

ORANGE

M a x

G002

LIGHTED LOW PROFILE

BARRICADE

NOT TO SCALE

PAVEMENT EDGE

SLOPE TO DRAIN

LAWN/GRADE

3PAVEMENT EDGE

NOT TO SCALE

MILL AND OVERLAY

PAVEMENT

CONSTRUCTION JOINT SEALING DETAIL 2

NOT TO SCALE

JOINT

SEALANT

SAWED JOINT FACE

BACKER MATERIAL (5/8")

BUTTED JOINT

NOTES:

1. PROVIDE DOWSIL 890-SL OR APPROVED

EQUAL ALONG AT INTERFACE BETWEEN

ASPHALT AND EXISTING CONCRETE.

2. JOINT DIMENSIONS ARE APPROXIMATE AND

SHALL COMPLY WITH SEALANT

MANUFACTURER.

1/4" MIN SEALANT DEPTH

PAVEMENT

SURFACE

1/2"

S E

N O

T E

C-500

TYP.

6CL TAXIWAY MARKING

6" WIDE CONTINUOUS

YELLOW REFLECTORIZED

PAINT OUTLINED

(CENTERED ON CL TAXIWAY)

NOT TO SCALE

6" WIDE BLACK BORDER

5POSITION NUMBERING

NOT TO SCALE

RETRO-REFLECTIVE

WHITE MARKING

BLACK

YELLOW

3.00'

4STOP MARK

8.0'

6.0'

BLACK

INFILL

NOTES:

1. NUMBER SHALL BE CENTERED WITHIN BORDER.

2. FINAL LOCATION SHALL BE APPROVED WITH BASE PRIOR TO

MARKING.

4.0'

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s

no. date descriptionby

1 1312111098765432

A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file ckd

NEW YORK AIR NATIONAL GUARD

STEWART INTERNATIONAL AIRPORT

WHAY13200377786

REPAIR SHOULDERS

AIRCRAFT PARKING APRON

I:\USAIRNG\77786\CAD\CIVIL\77786-C500.DWG 2/8/2019 3:34 PM KWARRENDER

LICENSEE NO. 000165

(973) 884-8701

MORRISTOWN, NJ 07960

10 NORTH PARK PLACE, SUITE 330

C O

P Y

R I G

MARCH 8, 2016 S. CATONE

ASPHALT PAVEMENT DETAILS

C500 E

77786-C500.DWG

ORANGE COUNTY, NY

B U

R N

O N

N E

L L

N G

I N

E E

R I N

O M

P A

N Y

I N

DLA 04/29/16 SMC B-1 SUBMITTAL

DLB 06/13/16 SMC B-2 SUBMITTAL

DLC 11/04/16 LMG B-3 SUBMITTAL -

ISSUED FOR BID

DLD KNW REVISED

B-2 SUBMITTAL

01/15/19

KNWE 03/08/19 SMC B-3 SUBMITTAL

01-77786-CVR-77786-CVR

02-77786-INDX-77786-INDX

003-G001

004-G002

005-G003

006-C101

007-C102

008-C103

009-C104

010-C105

011-C106

012-CS100

013-CS101

014-CS102

015-CS103

016-CS104

017-CS105

018-CS106

019-CS107

020-CS108

021-CS500

022-CS550

023-CS551

024-CS552

025-CS553

026-CS554

027-CS555

File details come from the government source that posted it. Updated Aug 8, 2023.