Drawings.pdf

PDF 2 MB Posted Aug 4, 2021

Attached to: Aircraft Parking Apron Concrete Repairs
Solicitation number: W50S8D21Q0007
Issued by: Department of the Army National Guard

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Other files

File	Type	Posted
Pre-Proposal Conference Minutes.pdf	PDF	Aug 26, 2021
Pre-Proposal Conference Attendance Sheet.pdf	PDF	Aug 26, 2021
Solicitation Amendment W50S8D21Q0007_0001.pdf	PDF	Aug 25, 2021
Statement of Work.pdf	PDF	Aug 4, 2021
W50S8D21Q0007.pdf	PDF	Aug 4, 2021
Specifications.pdf	PDF	Aug 4, 2021

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ckdbyno. date description

95822

Contract WHAY142002

Contract Drawings

New York Air National Guard

REPAIR APRON

Stewart International Airport Newburgh, New York

AUGUST 2018

C O

P Y

R I G

H T

A DRUG AN

LAOIT

A N

Z:\CLIENTS\ANF\USNGB\ANG\NY\95822_REPAIRAPRON\DESIGN\_WKSPACE\BORDERS\95822-CVR.DWG 7/16/2018 9:27 AM KWARRENDER

PRELIMINARY - NOT FOR

CONSTRUCTION

LICENSEE NO. 000165

(973) 884-8701

MORRISTOWN, NJ 07960

10 NORTH PARK PLACE, SUITE 330

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

B-3 100% Submittal

KNWA 12/12/17 LMG TYPE B-1 SUBMITTAL

KNWB 04/06/18 LMG TYPE B-2 SUBMITTAL

KNWC 07/20/18 LMG TYPE B-2 SUBMITTAL

TO NGB

KNWD 08/24/18 LMG TYPE B-3 SUBMITTAL

Index ckdbyno. date description

ELEVATION CALLOUT EXAMPLE

DETAIL CALLOUT EXAMPLE

SECTION CALLOUT EXAMPLE

DRAWING SEQUENCE NUMBER

INDICATES WHERE TITLE IS

LOCATED (MAY NOT BE

PRESENT IF CALLOUT AND

TITLE ARE ON THE SAME

DRAWING)

LETTER OR

NUMBER DESIGNATOR

THE WORD "SECTION"

MAY BE REPLACED WITH

"ELEVATION" OR "DETAIL"

SECTION, DETAIL, AND ELEVATION

IDENTIFICATION SYSTEM

SECTION, DETAIL, OR ELEVATION TITLE EXAMPLE

SYMBOL IDENTIFIERS

SECTION, DETAIL, AND ELEVATION

SECTION

ONE OR TWO CHARACTER

DISCIPLINE DESIGNATOR

(MAY NOT BE PRESENT IF

CALLOUT AND TITLE ARE

ON DRAWINGS WITHIN THE

SAME DISCIPLINE)

FP001

B A001

Z:\CLIENTS\ANF\USNGB\ANG\NY\95822_REPAIRAPRON\DESIGN\_WKSPACE\BORDERS\95822-INDX.DWG 7/16/2018 9:28 AM KWARRENDER

WHAY142002

New York Air National Guard

REPAIR APRON

VICINITY MAP

SOURCE: NEWBURGH & CORNWALL ON HUDSON USGS MAPS

Contract Drawings

CIVIL DRAWINGS

DRAWING INDEX

DRAWING DESCRIPTION

CVR COVER SHEET

INDX INDEX

G-001 CONSTRUCTION ACCESS AND SAFETY PLAN

G-002 ACCESS AND SAFETY NOTES

CS100 OVERALL PLAN

CS101 SITE PLAN - 1

CS102 SITE PLAN - 2

CS103 SITE PLAN - 3

CS104 SITE PLAN - 4

CS105 SITE PLAN - 5

CS106 SITE PLAN - 6

CS107 PAVEMENT MARKING PLAN

C-500 REPAIR DETAILS - 1

C-501 REPAIR DETAILS - 2

C-502 SOIL EROSION DETAILS AND NOTES

SITE

SCALE IN FEET

2000' 4000'

NORTH

LICENSEE NO. 000165

(973) 884-8701

MORRISTOWN, NJ 07960

10 NORTH PARK PLACE, SUITE 330

C O

P Y

R I G

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

KNWA 12/12/17 LMG TYPE B-1 SUBMITTAL

B-3 100% Submittal Contract WHAY142002 LIST OF ABBREVIATIONS (NOT ALL ARE USED)

AC ASBESTOS CEMENT PIPE

ALUM ALUMINUM

ANG AIR NATIONAL GUARD

ASSY ASSEMBLY

AT / FP ANTI TERRORISM / FORCE PROTECTION

BIT BITUMINOUS CONCRETE

BLDG BUILDING

CB CATCH BASIN

CATV CABLE TELEVISION

CI CAST IRON PIPE

CIC CAST IRON COVER

C/L CENTERLINE

CLF CHAIN LINK FENCE

CMP CORRUGATED METAL PIPE

CO CLEANOUT

CONC CONCRETE

DI DUCTILE IRON PIPE

DIA DIAMETER

DMH DRAINAGE MANHOLE

E EASTING

EL ELECTRICAL

EMH ELECTRIC MANHOLE

FAR FEDERAL AVIATION REGULATION

FF FINISH FLOOR

GALV GALVANIZED

HMA HOT MIX ASPHALT

HT HEIGHT

HYD HYDRANT

INV INVERT

KSM KILOGRAM / SQUARE METER

LF LINEAR FOOT

LOD LIMIT OF DISTURBANCE

MAX MAXIMUM

MC MINOR CONSTRUCTION

MFR MANUFACTURER

MIN MINIMUM

N NORTHING

NO NUMBER

NOM NOMINAL

OC OFF CENTER

OD OUTSIDE DIMENSION

PE POLYETHYLENE (PIPE)

PERF PERFORATED (PIPE)

PIV POST INDICATOR VALVE

POB POINT OF BEGINNING

PVC POLYVINYL CHLORIDE PIPE

RAD RADIUS

RCP REINFORCED CONCRETE PIPE

R/W RUNWAY

SESC SOIL EROSION AND SEDIMENT CONTROL

SMH SANITARY MANHOLE

SQ FT SQUARE FOOT

SQ M SQUARE METER

SRM SUSTAINMENT, RESTORATION & MAINTENANCE

TDZ TOUCH DOWN ZONE

TYP TYPICAL

UP UTILITY POLE

VC VITRIFIED CLAY PIPE

W/O WITHOUT

KNWB 04/06/18 LMG TYPE B-2 SUBMITTAL

KNWC 07/20/18 LMG TYPE B-2 SUBMITTAL

3 4

S K

E G

E E

R D

TUSKEGEE RD

HER

CULE

FALCON DRIVE

P O

N D

EAGLE DRIVE

E D

O M

R O

A D

McDONALD St.

T U

S K

E G

E E

R D

PATROL ROAD 2

RT. 17K

P R

O P

A N

E T

A N

K S

N C

ALPHA

A M

M U

B U

N K

E R

E X

N G

R O

A D

E X

N G

R O

A D

E A

R T

H B

E R

RESTRICTED

(UTIL. C

ENTER)

R O

T A

N K

M A

A T

P A

E C

USMCR

AVIONICS

VAN PAD-1

P A

T R

O L

R O

A D

P A

T R

O L

R O

A D

P A

L R

O A

PATROL ROAD 2

T T

USMCR

AVIONICS

VAN PAD-2

MILIT

W A

FACILITIES

O P

Y R

I G

APRIL 4, 2017 S.CATONE

L. GUERIN K. WARRENDER

CONSTRUCTION ACCESS

AND SAFETY PLAN

G-001 D

95822_G001.DWG

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

0 400'200'

SCALE IN FEET

NORTH

SITE ACCESS/

HAUL ROUTE

PROJECT LIMITS

A 12/12/17 LMG KNW TYPE B-1 SUBMITTAL

CHECK POINT

TUSKEGEE R

OAD

CHECK POINT

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

WHAY142002 95822

REPAIR APRON

Z:\CLIENTS\ANF\USNGB\ANG\NY\95822_REPAIRAPRON\DESIGN\CIVIL\SHEETS\95822_G001.DWG 7/18/2018 11:53 AM KWARRENDER

LICENSEE NO. 000165

(973) 884-8701

MORRISTOWN, NJ 07960

10 NORTH PARK PLACE, SUITE 330

B 04/06/18 LMG KNW TYPE B-2 SUBMITTAL

RESTRICTED AREA

CHECK POINT

C 07/20/18 LMG KNW TYPE B-2 SUBMITTAL

TO NGB

KNWD 08/24/18 LMG TYPE B-3 SUBMITTAL

AutoCAD SHX Text

PAD

AutoCAD SHX Text

PLATFORM

AutoCAD SHX Text

ORR AVE.

AutoCAD SHX Text

214 VEHICLE MAINTENANCE BUILDING

AutoCAD SHX Text

213 ENGINEERING INSTALLATION SQUADRON

AutoCAD SHX Text

415 SIMULATOR FACILITY

AutoCAD SHX Text

112 ECP GUARD SHED

AutoCAD SHX Text

7402 POL TANK FARM

AutoCAD SHX Text

220 SAND & SALT SHED

AutoCAD SHX Text

215 BALLFIELD/PAVILION

AutoCAD SHX Text

113 BASE SHED SUPPORT AND EQUIPMENT

AutoCAD SHX Text

211 BASE CIVIL ENG. COVERED STRG.

AutoCAD SHX Text

100 COMPOSITE MAINT. HANGAR

AutoCAD SHX Text

101 CORROSION CONTROL/FUEL CELL

AutoCAD SHX Text

102 FUEL CELL NOSE DOCK

AutoCAD SHX Text

105 FIRE STATION

AutoCAD SHX Text

106 AERIAL PORT

AutoCAD SHX Text

107 COMPOSITE MAINT. FACILITY

AutoCAD SHX Text

108 UTILITY CENTER

AutoCAD SHX Text

200 SUPPORT EQUIPMENT MAINT. SHOP

AutoCAD SHX Text

201 GUARD HOUSE

AutoCAD SHX Text

203 COMPOSITE OPERATIONAL TRAINING

AutoCAD SHX Text

204 ANG / USMCR BASE SUPPLY

AutoCAD SHX Text

207 BASE ENGINEERING

AutoCAD SHX Text

208 AUTOMOTIVE VEHICLE MAINT. SHOP

AutoCAD SHX Text

209 AUTO PARKING SHED

AutoCAD SHX Text

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

AutoCAD SHX Text

202 COMPOSITE SQUADRON OPS./TELECOM.

AutoCAD SHX Text

301 FUEL CELL HANGAR (USMCR)

AutoCAD SHX Text

302 INTERMEDIATE MAINT. ACTIVITY (USMCR)

AutoCAD SHX Text

303 AVIONICS PAD (USMCR)

AutoCAD SHX Text

405 GATE HOUSE

AutoCAD SHX Text

111 OIL/FUEL SEPERATOR

AutoCAD SHX Text

110 WATER SUPPLY BOOSTER PUMP STATION

AutoCAD SHX Text

205 HAZARDOUS STORAGE (USMCR)

AutoCAD SHX Text

206 HAZARDOUS STORAGE (ANG)

AutoCAD SHX Text

HIGH VOLTAGE SWITCHGEAR

AutoCAD SHX Text

401 PUMP HOUSE

AutoCAD SHX Text

402 CONTROL HOUSE

AutoCAD SHX Text

403 OPERATIONS BUILDING

AutoCAD SHX Text

HAZARDOUS MATERIAL STORAGE

AutoCAD SHX Text

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 LIGHTED LOW PROFILE BARRICADES AS

SHOWN ON DRAWING SHEET C-500 AND 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 7 ON DRAWING C501 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.

C O

P Y

R I G

APRIL 4, 2017 S. CATONE

L. GUERIN K. WARRENDER

ACCESS AND SAFETY NOTES

G-002 D

95822_G002.DWG

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

A 12/12/17 LMG KNW TYPE B-1 SUBMITTAL

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

WHAY142002 95822

REPAIR APRON

Z:\CLIENTS\ANF\USNGB\ANG\NY\95822_REPAIRAPRON\DESIGN\CIVIL\SHEETS\95822_G002.DWG 7/16/2018 9:31 AM KWARRENDER

LICENSEE NO. 000165

(973) 884-8701

MORRISTOWN, NJ 07960

10 NORTH PARK PLACE, SUITE 330

B 04/06/18 LMG KNW TYPE B-2 SUBMITTAL

C 07/20/18 LMG KNW TYPE B-2 SUBMITTAL

1" MIN.

RE-ESTABLISH JOINT SEAL

INSERT FIBERBOARD WITH

EXPANSION JOINT CAP INTO

SOCKET ALONG EXISTING

JOINT LINES

STEP 2

STEP 3

APPLY PRIMER

REMOVE PCC TO SOUND

CONCRETE

EXISTING CONCRETE

JOINT

1/2" WIDE SAW CUT

DISTRESSED AREA

SAW CUT VERTICAL

FACE (TYP)

2" MIN.

OR 1/2"

BELOW

SOUND

CONCRETE

6" MIN.

5" MIN.

PLAN VIEW

LIMITS OF PCC REMOVAL

CLEAN OVERCUTS AND FILL

WITH GROUT

SAW CUT

EXISTING CONCRETE

PAVEMENT JOINT

SAWCUT MIN. 5" DEEP WITH 1/2"

STACKED BLADES TO CREATE

SOCKET FOR FIBERBOARD (TYP)

DISTRESSED AREA

SEE NOTE 7

EXISTING CONCRETE

JOINT

EXISTING CONCRETE

JOINT

STEP 1

EXISTING CONCRETE

JOINT

90°

2" MIN.

90°

2" MIN.

1. MAKE VERTICAL SAW CUT A MINIMUM OF 2" OUTSIDE OF THE DISTRESSED AREA. SAW CUTS MUST BE SQUARE WITH

ADJACENT JOINTS, FORMING A RECTANGULAR PATCH AREA.

2. REMOVE ALL CONCRETE AND LOOSE MATERIAL A MINIMUM OF 2" OR 1/2" INTO SOUND CONCRETE, WHICH EVER IS

DEEPER. REMOVAL PROCESS SHALL NOT INCORPORATE A PNEUMATIC HAMMER LARGER THAN 30 LBS.

3. APPLY PRIMER (AS RECOMMENDED BY MATERIAL MANUFACTURER) TO THE ENTIRE SURFACE OF THE AREA TO BE

REPAIRED.

4. FILL AREA WITH PATCH MATERIAL AND ALLOW TO CURE.

5. REMOVE EXPANSION JOINT CAP AND SEAL JOINT.

6. SAW CUT OVERCUTS SHALL BE THOROUGHLY CLEANED AND COMPLETELY FILLED WITH EPOXY.

7. MINIMUM DISTANCE BETWEEN ADJACENT EDGE SPALL PATCHES IS 2'. IF LESS SPACE IS REQUIRED, PATCHES SHALL BE

COMBINED AND CONTINUOUS.

8. MINIMUM DISTANCE BETWEEN ADJACENT EDGE SPALL PATCH AND EXISTING JOINT SHALL BE MORE THAN 12". IF LESS

SPACE IS REQUIRED, PATCH SHALL BE EXTENDED TO THE EXISTING JOINT.

REPLACE WITH NEW

PATCH MATERIAL (SEE

SPECIFICATIONS)

STEP 4

CS101

CS102

CS103

CS104

CS105

CS106

PARTIAL DEPTH

SPALL/PATCH REPAIR

NOT TO SCALE

PORTLAND CEMENT CONCRETE

CRUSHED ROCK BASE

NOT TO SCALE

#4 EPOXY COATED

BARS @ 6" O.C.E.W.

(REINFORCED CONCRETE

ONLY)

6" MIN. COVER

AND EDGE

DISTANCE

PROOF-ROLLED SUBGRADE

NOTES:

1. REINFORCE ODD-SHAPED PANELS.

STEP 2

STEP 1

SECTION A-A

SAW CRACK TO DESIGNATED

WIDTH (W) AND DEPTH (T)

FOR TYPE AND SIZE OF

SEALANT REQUIRED TO

REPAIR CRACK.

PLAN VIEW

EXISTING CONCRETE

PAVEMENT JOINT

LINEAR CRACK

IN PAVEMENT

LIMITS OF PARTIAL

DEPTH PATCH

A A

GENERAL NOTES:

1. SAW CUT OVERCUTS SHALL BE THOROUGHLY CLEANED

AND COMPLETELY

FILLED WITH EPOXY.

2. SAWCUTS MAY BE MADE A MAXIMUM 24 HOURS PRIOR TO

PAVEMENT REMOVAL.

CS101

CS102

CS103

CS104

CS105

CS106

LINEAR CRACK REPAIR FOR

CRACK WIDTH 3/16" TO < 2"

NOT TO SCALE

SAWCUT

" TO

REMOVE ALL DEBRIS AND LOOSE

MATERIAL FROM CRACK. CLEAN CRACK

FACES BY SANDBLASTING, REMOVE

DEBRIS WITH COMPRESSED AIR THEN

HIGH PRESSURED WATER.

CLEAN AREA

AROUND THE

CRACK WITH

BROOM OR VACUUM

NOTES:

1. PLACE BACKER ROD IMMEDIATELY PRIOR TO SEALING

CRACK. BACKER ROD SHALL BE MINIMUM 25% LARGER IN

DIAMETER THAN WIDTH OF CRACK. BACKER ROD MUST BE

PLACED AT THE PROPER DEPTH FOR SEALANT BEING USED

TO ACHIEVE A SHAPE FACTOR (S) BETWEEN 1.0 AND 2.0.

2. S = D/W

D = DEPTH OF SEALANT

W = WIDTH OF CRACK

3. SEALANT SHALL BE

" TO

" BELOW PAVEMENT SURFACE

BACKER

ROD

SEALANT

CS103

CS104

CS105

CS106

3CONCRETE PAVEMENT SECTION

RED OMNI-DIRECTIONAL

FLASHER

2"X8" (NOMINAL)

2'-0"

6' OR 8' (PER MANUFACTURER)

(TYP)

1. SAFETY BARRICADE SHALL HAVE LIGHTS, REFLECTIVE STRIPING AND SHALL BE:

· MODEL AR-1OX96 AS MANUFACTURED BY OFF THE WALL PRODUCTS, SALT LAKE CITY,

UTAH, OR

· MODEL NAC-PC-2410 AIRPORT LOW-PROFILE BARRICADES AS MANUFACTURED BY

NEUBERT AERO CORP., TAMPA, FLA, OR

· APPROVED EQUAL

2. SAFETY BARRICADE SHALL BE INSTALLED AROUND CLOSURES. THE BARRICADE AND LIGHTS

SHALL BE MAINTAINED IN GOOD OPERATIONAL CONDITION DURING ALL CLOSURES.

3. FLASHERS SHALL BE SOLAR POWER OPERATED. LENS SHALL BE RED AND OMNI-DIRECTIONAL.

SUPPORT BRACES SHALL BE SECURELY ATTACHED TO 2"x8".

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

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

6. LOW-PROFILE BARRICADES TO BE SPACED END TO END ACROSS THE FULL WIDTH OF

PAVEMENT TO PREVENT VEHICLES AND AIRCRAFT FROM PASSING THROUGH.

7. BARRICADES SHALL BE BRACED TO PREVENT TIP OVER OR DISPLACEMENT AS MAY BE

INDUCED BY WEATHER OR AIRCRAFT OPERATIONS.

8. BARRICADES SHALL NOT BE LOCATED WITHIN AN ACTIVE RUNWAY SAFETY AREA.

BARRICADES SHALL BE LOCATED OUTSIDE OF ANY ACTIVE TAXIWAY OBJECT FREE AREA.

9. BARRICADE LOCATIONS SHALL BE COORDINATED WITH THE AIRPORT AND OWNER'S

REPRESENTATIVE.

2"X4", 24" IN LENGTH SECURELY FASTENED

WITH A FRANGIBLE COUPLING (TYP)

ALTERNATING 6" BANDS OF

AVIATION WHITE & ORANGE

A X

NOT TO SCALE

G-002

LIGHTED LOW

PROFILE BARRICADE

C-501

A 04/18/17 KNW LRM TYPE A-1 SUBMITTAL

B 07/14/17 KNW LRM TYPE A-2 SUBMITTAL

C 10/27/17 KNW LRM SUBMITTAL TO NGB

D 12/12/17 LMG KNW TYPE B-1 SUBMITTAL

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

WHAY142002 95822

REPAIR APRON

Z:\CLIENTS\ANF\USNGB\ANG\NY\95822_REPAIRAPRON\DESIGN\CIVIL\SHEETS\95822-C-500.DWG 7/16/2018 12:12 PM KWARRENDER

LICENSEE NO. 000165

(973) 884-8701

MORRISTOWN, NJ 07960

10 NORTH PARK PLACE, SUITE 330

C O

P Y

R I G

U R

O N

N E

L L

N G

I N

E E

R I N

O M

P A

N Y

I N

03/06/17 L. GUERIN

K. WARRENDER L. MONZON

REPAIR DETAILS - 1

C-500 G

95822-C-500.dwg

E 04/06/18 LMG KNW TYPE B-2 SUBMITTAL

F 07/20/18 LMG KNW TYPE B-2 SUBMITTAL

TO NGB

KNWG 08/24/18 LMG TYPE B-3 SUBMITTAL

NOTES:

NOT TO SCALE

SAWED JOINT FACE

BUTTED JOINT

PAVEMENT

SURFACE

GREASE ONE END

OF DOWEL.

SOLID STEEL EPOXY COATED DOWEL 2"

DIA - 20" LONG SPACED AT 18" OC BAR

CLEARANCE AT EDGE OF PANEL SHALL

BE A MINIMUM OF 6" AND A MAXIMUM OF

9" CLEARANCE.

DOWELS SHALL BE EPOXYED INTO

DRILLED HOLES HAVING A DIAMETER OF

1/8'' LARGER THAN THE DOWEL

DIAMETER. HOLES SHALL NOT BE

DRILLED UNTIL AT LEAST 48 HOURS

AFTER CONCRETE IS POURED.

L/2

PREFORMED

COMPRESSION

SEAL

LUBRICANT/ADHESIVE

NOTES:

1. DEPTH (D) & WIDTH (W) : AS RECOMMENDED BY MANUFACTURER

PER TYPE OF SEAL BEING USED.

(DEPTH NOT LESS THAN 1.5 INCHES)

2. TOP OF PREFORMED SEAL WILL BE 1/8 - 1/4 INCH BELOW

PAVEMENT SURFACE.

3. COMPRESSION SEAL MUST BE IN COMPRESSION AT ALL TIMES.

CS101

CS102

CS103

CS104

CS105

CS106

6CONSTRUCTION JOINT SEALING

NOT TO SCALE

C-501

TYPE D - DOWELED

CONSTRUCTION JOINT

C-501

TYPE G - HINGED

CONTRACTION JOINT

NOT TO SCALE

CS103

CS104

CS105

CS106

1QUARTER PANEL REPLACEMENT

NOT TO SCALE

CS103

CS104

CS105

CS106

2FULL PANEL REPLACEMENT

D D

EXISTING JOINT (TYP.)EXISTING JOINT (TYP.)

PCC PAVEMENT

C-500

SOLID STEEL EPOXY COATED DOWEL 2"

DIA - 20" LONG SPACED AT 18" OC BAR

CLEARANCE AT EDGE OF PANEL SHALL

BE A MINIMUM OF 6" AND A MAXIMUM OF

9" CLEARANCE

DOWELS SHALL BE EPOXYED INTO

DRILLED HOLES HAVING A DIAMETER OF

1/8'' LARGER THAN THE DOWEL

DIAMETER. HOLES SHALL NOT BE

DRILLED UNTIL AT LEAST 48 HOURS

AFTER CONCRETE IS POURED

GREASE ONE END

OF DOWEL

L/2

EXPANSION CAP, SLIP FIT

C-501

C-500

NOT TO SCALE

CS105

PARTIAL DEPTH PAVEMENT REPAIR

AT DRAINAGE STRUCTURE

EXISTING

JOINT (TYP.)

EXISTING DRAINAGE

INLET

PARTIAL DEPTH

PAVEMENT REPAIR

SAWCUT AT JOINT

(TYP.)

C-500

C-501

TYP.

C-501

TYP.

C-501

TYP.

A 12/12/17 LMG KNW TYPE B-1 SUBMITTAL

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

WHAY142002 95822

REPAIR APRON

Z:\CLIENTS\ANF\USNGB\ANG\NY\95822_REPAIRAPRON\DESIGN\CIVIL\SHEETS\95822-C-500.DWG 7/16/2018 12:12 PM KWARRENDER

LICENSEE NO. 000165

(973) 884-8701

MORRISTOWN, NJ 07960

10 NORTH PARK PLACE, SUITE 330

C O

P Y

R I G

O N

N E

L L

N G

I N

E E

R I N

O M

P A

N Y

I N

12/26/17 L. GUERIN

K. WARRENDER L. MONZON

REPAIR DETAILS - 2

C-501 D

95822-C-500.dwg

B 04/06/18 LMG KNW TYPE B-2 SUBMITTAL

C 07/20/18 LMG KNW TYPE B-2 SUBMITTAL

CS101

CS102

CS103

CS104

CS105

CS106

1INLET FILTER

NOT TO SCALE

LENGTH=L

WIDTH=W

DEPTH=D

DUMP STRAP

1" REBAR FOR BAG

REMOVAL FROM INLET

DUMP STRAP

FOAM

CURB OPENING

DUMP STRAPS

1" REBAR FOR BAG

REMOVAL FROM INLET

EXPANSION

RESTRAINT (1/4"

NYLON ROPE, 2"

FLAT WASHERS)

INLET FILTER

BAG

DUMP STRAPS

(2 EACH)

FOAM

BAG DETAIL

INSTALLATION DETAIL

NOTE:

INLET FILTER SHALL BE PLACED INSIDE ALL EXISTING CATCH

BASINS PRIOR TO STARTING WORK

EROSION CONTROL NOTES:

1. AT THE PRECONSTRUCTION CONFERENCE OR PRIOR TO THE START OF THE APPLICABLE

CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT FOR ACCEPTANCE HIS SCHEDULES FOR

ACCOMPLISHMENT OF TEMPORARY AND PERMANENT EROSION CONTROL WORK AS ARE APPLICABLE

FOR EXCAVATION WORK, AND ANY OTHER ELEMENTS OF THE PROJECT WHICH MAY CONTRIBUTE TO

GROUND EROSION OR SITUATION. NO WORK SHALL BE STARTED UNTIL THE EROSION CONTROL

SCHEDULES AND METHODS OF OPERATIONS HAVE BEEN ACCEPTED BY THE CONTRACTING OFFICER.

2. THE CONTRACTING OFFICER HAS THE AUTHORITY TO LIMIT THE SURFACE AREA OF ERODIBLE EARTH

MATERIAL EXPOSED BY EXCAVATING AND GRADING OPERATIONS, AND TO DIRECT THE CONTRACTOR

TO PROVIDE IMMEDIATE PERMANENT OR TEMPORARY POLLUTION CONTROL MEASURES, SUCH WORK

MAY INVOLVE THE CONSTRUCTION OF TEMPORARY BERMS, DIKES, DAMS, SEDIMENT BASINS, AND USE

OF TEMPORARY MULCHES, MATS, SEEDING OR OTHER CONTROL DEVICES OR METHODS AS

NECESSARY TO CONTROL EROSION. CUT SLOPES SHALL BE TEMPORARILY SEEDED AND MULCHED

AS THE EXCAVATION PROCEEDS TO THE EXTENT CONSIDERED DESIRABLE AND PRACTICAL.

3. TEMPORARY CONTROL MEASURES WILL BE USED TO CORRECT CONDITIONS THAT DEVELOP DURING

CONSTRUCTION THAT WERE NOT FORESEEN DURING THE DESIGN STAGES THAT ARE NEEDED

TEMPORARILY TO CONTROL EROSION THAT DEVELOPS DURING NORMAL CONSTRUCTION PRACTICES

BUT ARE ASSOCIATED WITH PERMANENT CONTROL FEATURES ON THE PROJECT.

4. WHERE EROSION IS LIKELY TO BE A PROBLEM, EXCAVATION AND GRADING OPERATIONS SHALL BE SO

SCHEDULED AND PERFORMED THAT PERMANENT EROSION CONTROL FEATURES CAN FOLLOW

IMMEDIATELY: OTHERWISE TEMPORARY EROSION CONTROL MEASURES MAY BE REQUIRED BETWEEN

SUCCESSIVE CONSTRUCTION STAGES.

5. IN THE EVENT OF CONFLICT BETWEEN THESE REQUIREMENTS AND POLLUTION CONTROL LAWS, RULES AND REGULATION OF OTHER FEDERAL OR STATE OR LOCATIONS AGENCIES, THE MORE

RESTRICTIVE LAWS, RULES OR REGULATIONS SHALL APPLY.

6. DURING LAND DISTURBANCE ACTIVITIES AND DURING CONSTRUCTION, ANY ADDITIONAL CONTROL

MEASURES AS DEEMED NECESSARY TO PREVENT EROSION AND CONTROL OF SEDIMENT BEYOND

THOSE SHOWN ON THE APPROVED PLANS SHALL BE INSTALLED AS DIRECTED BY THE CONTRACTING

OFFICER.

7. THE CONTRACTOR SHALL MONITOR PERFORMANCE OF SEDIMENT CONTROL MEASURES. THE

CONTRACTOR SHALL INSPECT AT THIRTY (30) DAY INTERVALS OR FOLLOWING A RAINFALL,

WHICHEVER IS SOONER. THE CONTRACTOR SHALL REMOVE ALL SILT ACCUMULATION IN THE

SEDIMENT CONTROL STRUCTURES.

8. LOW AND CRITICAL SLOPE AREAS SHALL BE MONITORED AT WEEKLY INTERVALS. ANY BARE OR

ERODED AREAS WILL BE RE-ESTABLISHED AS REQUIRED. SHOULD ISOLATED AREAS REPEATEDLY

RESIST STABILIZATION, CONTACT LOCAL COUNTY CONSERVATION DISTRICT FOR ASSISTANCE.

9. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE

REMOVED IMMEDIATELY.

10. THE EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED UNTIL ALL SOIL

DISTURBING ACTIVITIES CEASE AND PERMANENT STABILIZATION OF DISTURBED AREAS IS COMPLETE

AND ACCEPTED BY THE CONTRACTING OFFICER. PERMANENT STABILIZATION IS DEFINED AS A

UNIFORM EROSION RESISTANT PERENNIAL VEGETATIVE COVER OF AT LEAST 70% OF THE DISTURBED

AREA.

11. THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENTATION CONTROL DEVICES AFTER

EACH RAINFALL OR SNOWMELT EVEN AND REMOVE ALL ACCUMULATED SEDIMENT WHENEVER THE

LEVEL OF ACCUMULATION HAS REACHED ON THIRD OF THE DEPTH OF THE SEDIMENT DEVICE.

DEPOSITS FROM THE SEDIMENT STRUCTURES WILL BE REMOVED TO THE CONTRACTOR'S DISPOSAL

AREA.

12. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY IF HE SUSPECTS THAT

ANY SEDIMENT OR EROSION CONTROL DEVICE IS NOT OPERATING CORRECTLY. THE EXITING PAVED

ROADWAY WILL BE KEPT CLEAN OF ALL SEDIMENT AND SHALL BE INSPECTED DAILY BY THE

CONTRACTOR. WHEN THE LOOSE STONE TIRE TREAD CLEANER AT THE CONSTRUCTION ENTRANCE

BECOMES CHOKED WITH SEDIMENT, THE CONTRACTOR WILL REPLACE THE STONE OR PROVIDE

ADDITIONAL TOP DRESSING OF CLEAN ASTMC-33 SIZE NO. 2 OR 3 COARSE AGGREGATE AS DIRECTED

BY THE CONTRACTING OFFICER.

A 04/06/18 LMG KNW TYPE B-2 SUBMITTAL

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

WHAY142002 95822

REPAIR APRON

Z:\CLIENTS\ANF\USNGB\ANG\NY\95822_REPAIRAPRON\DESIGN\CIVIL\SHEETS\95822-C-500.DWG 7/16/2018 12:12 PM KWARRENDER

LICENSEE NO. 000165

(973) 884-8701

MORRISTOWN, NJ 07960

10 NORTH PARK PLACE, SUITE 330

C O

P Y

R I G

O N

N E

L L

N G

I N

E E

R I N

O M

P A

N Y

I N

12/26/17 L. GUERIN

K. WARRENDER L. MONZON

SOIL EROSION DETAILS AND NOTES

C-502 C

95822-C-500.dwg

B 07/20/18 LMG KNW TYPE B-2 SUBMITTAL

TO NGB

KNWC 08/24/18 LMG TYPE B-3 SUBMITTAL

INLET GRATE

95822-CVR

95822-NDX

95822-G001

95822-G002

95822-CS100

95822-CS101

95822-CS102

95822-CS103

95822-CS104

95822-CS105

95822-CS106

95822-CS107

95822-C-500

95822-C-501

95822-C-502

File details come from the government source that posted it. Updated Aug 4, 2021.