Combined_RTA_Sealed_Vol_I.pdf

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A1 LOCATION MAP

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PROJECT

LOCATION

MAIN GATE:

ALL POVS

GILLESBY GATE

TO BE USED FOR LARGE DELIVERIES

US ARMY

WATERVLIET

ARSENAL

PROJECT

LOCATION

US ARMY

WATERVLIET ARSENAL

US ARMY

WATERVLIET ARSENAL

US ARMY CORPS

OF ENGINEERS

New York District

SHEET ID

1 753 92 864 10

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B

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READY TO ADVERTISE

0-0000GC-002

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AP

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GENERAL NOTES:

1. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN FEET UNLESS

INDICATED.

2. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.

3. CALLOUTS, COORDINATES, ELEVATIONS, AND DIMENSIONS ARE

POINTED TO OR MEASURED TO STRUCTURE CENTER, EDGE OF

PAVEMENT, BACK OF CURB, OR OUTSIDE FACE OF FOUNDATION

WALL, UNLESS INDICATED OTHERWISE.

EXISTING CONDITION NOTES:

1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS

INDICATED HAVE BEEN OBTAINED FROM EXISTING RECORDS.

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

CONNECTIONS TO UNDERGROUND UTILITIES PRIOR TO BEGINNING

WORK. CONTRACTOR SHALL CONTACT THE COR 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. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE

COR OF OPERATIONAL PLANS. IN THE EVENT AN UNEXPECTED

UTILITY OR STRUCTURE INTERFERENCE OR CONFLICT IS

ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE COR. ANY UTILITY SERVICES OR

STRUCTURES DISTURBED BY THE CONTRACTOR'S OPERATIONS

SHALL BE RESTORED IMMEDIATELY AT CONTRACTOR'S EXPENSE TO

THE SATISFACTION OF THE COR.

5. 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.

GENERAL DEMOLITION NOTES:

1. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY

MATERIALS SHALL BE DISPOSED OF OFF BASE IN ACCORDANCE

WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS.

2. LOCATIONS NOTED FOR DEBRIS REMOVAL MAY CONTAIN ANY OF

THE FOLLOWING MATERIALS: AGGREGATE, CONCRETE, ASPHALT,

MASONRY, FOUNDATIONS, REBAR, FENCE MATERIAL, PIPING, AND

MISCELLANEOUS STRUCTURES. LARGE PIECES OF MATERIAL MAY

NEED TO BE CRUSHED AND/OR BROKEN UP FURTHER IN ORDER TO

BE HAULED OFF BASE TO THE WASTE DISPOSAL SITE.

3. CONTRACTOR SHALL COORDINATE WITH THE COR PRIOR TO

REMOVAL OF EXISTING UTILITIES CURRENTLY IN SERVICE.

RELOCATED UTILITIES SHALL BE CONSTRUCTED BEFORE REMOVAL

OF EXISTING UTILITIES TO ENSURE UNINTERRUPTED SERVICE TO

THE FACILITIES SERVED BY THE UTILITY. ALL RELOCATIONS SHALL

BE COORDINATED WITH THE COR.

4. UTILITY DEMOLITION INCLUDES THE REMOVAL OF THE

PIPE/CONDUIT/STRUCTURE AND ALL PERMEABLE

BACKFILL/ANNULUS MATERIAL AND THEN BACK FILLED WITH LOW

PERMEABILITY MATERIAL.UTILITY CAPPING METHODS SHALL BE IN

ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR

SPECIFIC PIPE MATERIAL IN SERVICE. ALL CAPPING SHALL BE

INSPECTED AND APPROVED BY THE COR.

CONTRACTOR PERMITTING REQUIREMENTS:

1. 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 (IF REQUIRED).

b. STORMWATER MANAGEMENT (IF REQUIRED).

c. MONITORING WELLS.

d. SOLID AND HAZARDOUS WASTE.

e. DIG PERMIT.

f. HISTORIC, CULTURAL, AND ARCHAEOLOGICAL PRESERVATION.

g. TRAFFIC .

h. WELDING PERMIT FOR ANY WELDING OR CUTTING OPERATIONS.

COORDINATION AND COMMUNICATION NOTES:

1. CONTRACTOR SHALL APPOINT A PRIMARY CONSTRUCTION

SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE COR, 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 COR PRIOR TO THE

START OF CONSTRUCTION ACTIVITIES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING

CONSTANT COORDINATION BETWEEN ANY SUBCONTRACTORS AND

THE COR. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE

CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE COR.

TRAFFIC CONTROL NOTES:

1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CORDON OFF THE

CONSTRUCTION WORK AREA AND ASSOCIATED ROADWAYS AREAS

BY USING BARRICADES AND FENCING APPROVED BY THE COR.

TEMPORARY CONSTRUCTION FENCING WITH BROWN PRIVACY

SCREENING SHALL BE INSTALLED AROUND THE LAYDOWN AREAS

AND ROADWAYS ACCESSING LAYDOWN AREAS.

2. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED

WITH COMPANY DESIGNS, INSIGNIAS, OR OTHER MARKINGS, WHICH

ARE CLEARLY VISIBLE. .

3. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING

DEVICES TO SOUND AN ALARM WHEN MOVING IN REVERSE.

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

PAVEMENT-TO-REMAIN.

5. NO UNAUTHORIZED PEDESTRIAN TRAFFIC SHALL BE ALLOWED

INSIDE THE CONSTRUCTION LIMITS. AUTHORIZED PEDESTRIAN

TRAFFIC INCLUDE ESSENTIAL USACE COE, WVA DPW, AND OTHER

PERSONNEL AUTHORIZED BY THE COR. ALL VISITORS MUST SIGN IN

AT THE CONSTRUCTION TRAILER.

6. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 1 MONTH TO

BASE AND THE COR FOR ROAD CLOSURE PRIOR TO THE ROAD

REQUIRING CLOSURE.

7. PRIOR TO THE REMOVAL OF BARRICADES AND TRAFFIC CONTROL

DEVICES, THE CONTRACTOR SHALL REQUEST THE COR TO

SCHEDULE AN INSPECTION. NO ROADWAY SHALL BE RE-OPENED

UNTIL THE COR HAS COMPLETED INSPECTION AND APPROVED.

8. CONTRACTOR SHALL ATTEND ANY SPONSOR-MANDATED VEHICLE

OPERATOR.

TEMPORARY CONSTRUCTION CRANE NOTES:

1. OBSTRUCTION LIGHT FIXTURES SHALL BE AVIATION RED

INCANDESCENT STEADY BURNING FAA AC 150/5345-43, TYPE L-810.

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

HAVE BOOMS OR ARMS LOWERED TO THEIR LOWEST ELEVATION.

EXCAVATION AND TRENCHES NOTES:

1. EXCAVATION PERMIT: THE CONTRACTOR SHALL BE RESPONSIBLE

FOR OBTAINING AND PROCESSING AN EXCAVATION PERMIT FROM

DPW FOR ANY EXCAVATION WORK ON GOVERNMENT PROPERTY.

WHEN DIGGING WILL OCCUR WITHIN TWO FEET OF ANY UTILITY,

HAND DIGGING ONLY WILL BE USED TO EXPOSE THE UTILITY. THE

AVERAGE TIME TO PROCESS A PERMIT IS 21 DAYS. THE PERMIT

SHALL BE RENEWED EVERY FORTY-FIVE (45) DAYS. EXCAVATION

WORK SHALL CEASE IF A PERMIT IS ALLOWED TO EXPIRE AND

SHALL NOT RESUME UNTIL THE PERMIT IS RENEWED. AT NO TIME

SHALL THE CONTRACTOR BE ALLOWED TO PERFORM ANY

EXCAVATION WITHOUT A VALID EXCAVATION PERMIT ON-SITE.

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, AND THE COE'S EM 385-1-1

"HEALTH AND SAFETY MANUAL."

3. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE

SHALL BE PROMINENTLY MARKED.

4. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS

MAY BE REQUIRED.

5. 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. MINIMUM LENGTH OF

OPEN TRENCH SHALL BE LIMITED TO 200 FEET IN ADVANCE AND 200

FEET BEHIND PIPE INSTALLATION, EXCEPT AS APPROVED BY

CONTRACTING OFFICER.

6. TRENCHING IN THE PARKING AREAS AND ACTIVE ROADS IS

ALLOWED, SO LONG AS A STEEL PLATE IS PROVIDED OVER THE

TRENCH TO ACCOMMODATE VEHICULAR TRAFFIC. LIMIT USE TO NO

MORE THAN 7 DAYS.

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, LATEST EDITION."

2. THERE SHALL BE NO PERMANENT WASTE SITES ON BASE

PROPERTY. TEMPORARY WASTE AREAS DO NOT REQUIRE

APPROVAL BY THE COR SO LONG AS WASTE IS PROPERLY STORED

WITHIN THE CONTRACTOR'S LAYDOWN AREA IN ACCORDANCE WITH

STATE AND FEDERAL REQUIREMENTS AND ARE NOT CREATING A

FOD HAZARD. REMOVAL OF WASTE THAT IS NOT PROPERLY

MAINTAINED IS SUBJECT TO THE DIRECTION OF THE COR.

3. CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY

GOVERNMENT-OWNED EQUIPMENT WITH THE COR.

4. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO

PREVENT MOVEMENT RESULTING FROM WIND CONDITIONS.

5. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO LIMIT DUST

CAUSED BY CONSTRUCTION ACTIVITIES TO A LIMIT ACCEPTABLE TO

THE INSTALLATION OPERATIONS. THE CONTRACTOR SHALL

CONTROL BLOWING DUST ON THE PROJECT SITE FROM ANY HAUL

ROUTE OR WORK AREA REGARDLESS OF SOURCE.

6. GASOLINE, FUEL, AND OIL STORAGE IN CONTRACTOR LAYDOWN

AREAS AND PROJECT SITE SHALL HAVE PROPER SPILL

CONTAINMENT IN ACCORDANCE WITH BASE ENVIRONMENTAL

REQUIREMENTS. 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.

7. 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 30 DAYS TO THE LOCAL FIRE

AUTHORITY AND ALL OTHER EMERGENCY SERVICES.

8. FAILURE TO COMPLY WITH INSTALLATION OPERATIONS AND THE

COR SAFETY REQUIREMENTS SHALL RESULT IN THE SUSPENSION

OF CONSTRUCTION ACTIVITIES UNTIL ALL SAFETY CONCERNS ARE

ADDRESSED BY THE CONTRACTOR TO THE SATISFACTION OF THE

COR.

9. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH SAFETY

PLAN SHALL IMMEDIATELY BE REMOVED FROM THE WORK AREA

AND SHALL NOT BE PERMITTED TO RETURN THROUGHOUT THE

REMAINDER OF THE PROJECT.

SECURITY REQUIREMENTS NOTES:

1. ALL CONTRACTOR EMPLOYEES SHALL CARRY CONTRACTOR PHOTO

IDENTIFICATION AT ALL TIMES.

2. 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.

3. CONTRACTOR AND EMPLOYEE IDENTIFICATION CREDENTIALS: DUE

TO THE NATURE OF THE MILITARY MISSION AT WATERVLIET

ARESENAL, STRINGENT SECURITY PROCEDURES ARE ESTABLISHED

TO ENSURE MISSION SUCCESS. PART OF THE MISSION ASSURANCE

PIECE IS TO CONDUCT IDENTITY PROOFED AND VETTED 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 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.

4. 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 COR 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. EMPLOYEES REQUESTING TO CONTEST

DENIAL OF INSTALLATION ACCESS, OR REQUESTING A

WAIVER/EXCEPTION TO POLICY MUST SUBMIT A WRITTEN REBUTTAL

/REQUEST TO SECURITY FORCES.

CONTRACTOR SAFETY PLAN SUBMITTALS:

1. CONTRACTOR SHALL FURNISH A CONSTRUCTION SAFETY PLAN AND

PROPOSED PROJECT SCHEDULE TO THE COR FOR APPROVAL IN

ACCORDANCE WITH THE SPECIFICATIONS.

US ARMY CORPS

OF ENGINEERS

New York District

SHEET ID

1 753 92 864 10

A

B

C

D

E

F

G

READY TO ADVERTISE

0-0000GC-003

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ACCESS AND LAYDOWN NOTES:

1. BASE ACCESS: THE CONTRACTOR SHALL SUBMIT REQUIRED FORMS TO THE COR COMPLETED

IN FULL. SEE SPECIFICATION 01 14 00.

2.

3. CONTRACTOR SHALL COORDINATE ACTIVITIES AND MAINTAIN ALL ACCESS AND HAUL ROUTES IN

A MANNER THAT ALLOWS UNOBSTRUCTED EMERGENCY ACCESS TO ALL PROJECT AREAS, AND

EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAY TO EMERGENCY AND SECURITY VEHICLE

RESPONSE TIME.

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 COR.

6. CONTRACTOR SHALL PROVIDE AND INSTALL AT THE CONSTRUCTION ENTRANCE A

CONSTRUCTION SIGN MEETING COR APPROVAL. SIGN BACKGROUND SHALL BE PAINTED TO

MATCH FED STD 595B, #20117 AND WHITE LETTERING, BACK OF SIGN AND ALL SUPPORT

STRUCTURE TO MATCH FED STD 595B, #20122.

7. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 14 HOURS TO THE COR REGARDING

CONSTRUCTION DELIVERIES PRIOR TO THOSE DELIVERIES. CONTRACTOR SHALL COORDINATE

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

PAPERWORK VIA THE COR.

8. ACCESS POINTS, HAUL ROUTES, LAYDOWN AREA, AND ANY OTHER AREAS DISTURBED BY THE

CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF

THE COR. CONTRACTOR SHALL COORDINATE WITH THE COR FOR A PRE-CONSTRUCTION VIDEO

DETAILING THE EXISTING CONDITION OF ACCESS POINTS, HAUL ROUTES, AND LAYDOWN AREAS

TO BE PERFORMED.

KEYED NOTES:

ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR PERSONNEL, VEHICLES, EQUIPMENT, AND

DELIVERIES ARE SUBJECT TO THE APPROVAL OF THE COR. 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 COR AND MAY CHANGE BASED ON

OPERATIONAL REQUIREMENTS OF THE BASE.

CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A LAYDOWN AREA FOR MATERIALS AND

EQUIPMENT. LOCATION OF CONTRACTOR'S LAYDOWN SHALL BE AS ILLUSTRATED AND IS

SUBJECT TO THE APPROVAL OF THE COR. CONTRACTOR'S LAYDOWN AREA IS SUBJECT TO

CHANGE AT THE DIRECTION OF THE COR AND MAY CHANGE BASED ON OPERATIONAL

REQUIREMENTS OF THE BASE. CONTRACTOR EQUIPMENT ACTIVELY BEING USED DURING DAY

CONSTRUCTION OPERATIONS CAN BE PARKED WITHIN THE LAYDOWN AREA AT NIGHT. OTHER

EQUIPMENT SHALL BE PARKED IN THE LAYDOWN AREA. INSTALL CURB AND INLET PROTECTION

ON ALL STRUCTURES WITHIN AND ADJACENT TO STAGING AREA. CONTRACTOR SHALL

PROTECT ALL TREES WITHIN THE LAYDOWN AREA WITH ORANGE SAFETY FENCING.

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. 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.

CONTRACTOR POV PARKING IS DESIGNATED IN THE LAYDOWN AREA AND ONE EXISTING

PARKING LOT AS INDICATED. CONTRACTOR POV PARKING WILL NOT BE PERMITTED IN ANY

OTHER AREA ON BASE.

THE LOCATION OF THE CONTAMINATED SOIL STOCKPILE MAY VARY DURING THE DURATION OF

THE PROJECT.

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LEGEND:

CONTRACTOR POV

PARKING AND

STAGING AREA

PROJECT LOCATION

GILLESBY GATE

MAIN GATE FOR POV AND

LARGE CONSTRUCTION

DELIVERIES

US ARMY CORPS

OF ENGINEERS

New York District

SHEET ID

1 753 92 864 10

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LARGE CONSTRUCTION

DELIVERY HAUL ROUTE

LARGE CONSTRUCTION

DELIVERY HAUL ROUTE 1