69623-IFB-DRAWING_SET_-_Rev_120214.pdf

descriptiondateno. by ckd

Gabreski Air National Guard Base 106th Rescue Wing

Repair & Add To Fire Station

New York Air National Guard

Contract Drawings

69623

Contract WKVB 002397/ WKVB 099052

October 2014

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Francis S. Gabreski Airport Westhampton Beach, NY

ISSUE FOR BID

0 10/15/14 VV ISSUE FOR BIDBB

Index ckdbyno. date description

Contract Drawings

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4 Contract: WKVB002397

WKVB099052

NOT TO SCALE

FRANCIS

GABRESKI

AIRPORT

VICINITY MAP

ELECTRICAL DRAWINGS

TITLEDWG. NO.

GENERAL DRAWINGS

TITLE

COVER

GENERAL DRAWINGS

DWG. NO.

COVER

MECHANICAL DRAWINGS

TITLEDWG. NO.

N

ISSUE FOR BID

CIVIL DRAWINGS

TITLEDWG. NO.

New York Air National Guard

INDEX

Repair & Add to Fire Station

ARCHITECTURAL DRAWINGS

TITLEDWG. NO.

STRUCTURAL DRAWINGS

TITLEDWG. NO.

0 10/15/14 VV ISSUE FOR BIDBB

G-001 ACCESS AND SAFETY PLAN

G-002 ACCESS AND SAFETY PLAN NOTES

G-003 EXISTING CONDITIONS PLAN

CD100 DEMOLITION PLAN

C-101 SITE PLAN

C-102 UTILITY PLAN

C-103 GRADING AND DRAINAGE PLAN

C-104 SOIL EROSION AND SEDIMENT CONTROL PLAN

C-105 BID OPTIONS AND LANDSCAPING PLAN

C-500 DETAILS

C-501 DETAILS

C-502

CONCRETE PAVEMENT JOINTING PLAN AND JOINT DETAILS (BID

OPTION1)

C-503 DETAILS

C-504 DETAILS

C-505 DETAILS

C-506 DETAILS

C-507 DETAILS

A-001

ARCHITECTURAL SYMBOLS, ABBREVIATIONS & GENERAL NOTES

A-002 BUILDING CODE ANALYSIS AND LIFE SAFETY CRITERIA

A-003 LIFE SAFETY PLAN

AD11 DEMOLITION PLAN

A-012 OVERALL NEW CONSTRUCTION FLOOR PLAN

A-013 ROOF PLAN

A-014 REFLECTED CEILING PLAN

A-101 ENLARGED FLOOR PLAN - PART A

A-102 ENLARGED FLOOR PLAN - PART B

A-201 EXTERIOR BUILDING ELEVATIONS

A-301 BUILDING SECTIONS

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-401 ENLARGED PLANS

A-402 ENLARGED ENTRY PLAN & ELEVATION

A-501 PARTITION TYPES

A-502 COLUMN ENCLOSURE DETAILS

A-503 EXTERIOR WALL DETAILS

A-504 SECTION DETAILS

A-505 SECTION DETAILS

A-506 MILLWORK DETAILS

A-507 MILLWORK DETAILS

A-510

CEILING DETAILS

A-511

PENETRATION DETAILS

A-512

ROOF DETAILS

A-513

ROOF DETAILS

A-515

MISCELLANEOUS DETAILS

A-601

ROOM FINISH SCHEDULE

A-602 DOOR, WINDOW & LOUVER SCHEDULE

A-603

DOOR DETAILS

A-604

DOOR DETAILS

A-605

WINDOW & LOUVER DETAILS

A-606

SIGNAGE SCHEDULE

A-701 PRE-FABRICATED METAL BUILDING DETAILS

E-001 ELECTRICAL SYMBOLS LEGEND

ED002 ELECTRICAL SITE PLAN - DEMOLITION

E-002 ELECTRICAL SITE PLAN - NEW WORK

ED101 ELECTRICAL DEMOLITION PLAN

E-101 POWER PLAN

E-102

MECHANICAL EQUIPMENT POWER PLAN

E-103

MECHANICAL EQUIPMENT POWER PLAN - ROOF

E-104 GROUNDING PLAN

E-201 LIGHTING FLOOR PLAN - AREA A

E-202 LIGHTING FLOOR PLANS - AREAS B & C

E-301 FIRE STATION ALERTING SYSTEM PLAN

E-401 ENLARGED POWER FLOOR PLANS

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-504 ELECTRICAL DETAILS

E-601 ELECTRICAL DEMOLITION & NEW WORK ONE-LINE DIAGRAMS

E-901 ELECTRICAL PANEL SCHEDULES

E-902 ELECTRICAL PANEL SCHEDULES

E-903 LIGHTING FIXTURE AND CONTROLS SCHEDULES

FA001

FIRE ALARM SYMBOLS, NOTES, LEGEND AND ABBREVIATIONS

FA101 FIRE ALARM & MASS NOTIFICATION SYSTEMS PLAN

FA501 FIRE ALARM AND MASS NOTIFICATION DETAILS AND RISER

FA901 FIRE ALARM/MASS NOTIFICATION SYSTEM MATRIX

T-001

COMMUNICATIONS AND SECURITY LEGENDS, ABBREVIATIONS AND

NOTES

T-101 COMMUNICATIONS PLAN

T-102 CCTV AND SECURITY PLAN

T-501 COMMUNICATIONS DETAILS

T-502 COMMUNICATIONS AND SECURITY DETAILS

T-601 COMMUNICATIONS AND IDS RISER DIAGRAMS AND SCHEDULE

S-001 GENERAL NOTES

S-002 LEGENDS AND ABBREVIATIONS

S-003 SPECIAL INSPECTIONS SHEET

S-004 COMPONENTS AND CLADDING WIND LOADS

S-005 TYPICAL CONCRETE DETAILS

S-006 TYPICAL MASONRY DETAILS

S-007 TYPICAL STEEL DETAILS

S-008 TYPICAL ROOF DECK & JOIST DETAILS

SD-100 FOUNDATION DEMOLITION PLAN

SD-110 ROOF FRAMING DEMOLITION PLAN

S-100 FOUNDATION PLAN

S-110 ROOF FRAMING PLAN

S-300 FOUNDATION SECTIONS AND DETAILS

S-301 ENTRYWAY SECTIONS AND DETAILS

S-302 APPARATUS BAY SECTIONS AND DETAILS

S-303 ROOF FRAMING SECTIONS AND DETAILS

S-304 ROOF FRAMING SECTIONS AND DETAILS

S-701 PEMB BID OPTION FOUNDATION

M-001

MECHANICAL SYMBOLS, LEGEND & ABBREVIATIONS

MD-101 HVAC DEMOLITION FLOOR PLAN

M-101 DUCTWORK 1ST FLOOR PLAN - AREA A

M-102 HVAC 1ST FLOOR PLAN - AREA B

M-103 HVAC PIPING 1ST FLOOR PLAN - AREA A

M-104 HVAC ROOF PLAN

M-301 HVAC SECTIONS

M-302 HVAC SECTIONS

M-501 HVAC DETAILS

M-502 HVAC DETAILS

M-503 HVAC DETAILS

M-504 HVAC DETAILS

M-601

HVAC EQUIPMENT SCHEDULES

M-602

HVAC EQUIPMENT SCHEDULES

M-650

VRF PIPING FLOW DIAGRAM (CU-1)

M-651

VRF PIPING FLOW DIAGRAM (CU-2)

M-700 CONTROLS LEGEND

M-701

CONTROL DIAGRAM & SEQUENCE OF OPERATIONS

M-702

CONTROL DIAGRAM & SEQUENCE OF OPERATIONS

M-703

CONTROL DIAGRAM & SEQUENCE OF OPERATIONS

M-704

CONTROL DIAGRAM & SEQUENCE OF OPERATIONS

M-705

CONTROL DIAGRAM & SEQUENCE OF OPERATIONS

M-706

CONTROL DIAGRAM & SEQUENCE OF OPERATIONS

M-707

CONTROL DIAGRAM & SEQUENCE OF OPERATIONS

FX-001

LEGEND, NOTES AND DESIGN CRITERIA

FX-101 FLOOR PLAN

FX-601 DIAGRAMS

P-001

PLUMBING LEGEND, SYMBOLS AND ABBREVIATIONS

PD-101 DEMOLITION PLUMBING FLOOR PLAN - BELOW SLAB

PD-102 DEMOLITION PLUMBING FLOOR PLAN - ABOVE SLAB

PD-103 DEMOLTION PLUMBING ROOF PLAN

P-101 PLUMBING FLOOR PLAN "A" - BELOW SLAB

P-102 PLUMBING FLOOR PLAN "B" - BELOW SLAB

P-103 PLUMBING FLOOR PLAN "A" - ABOVE SLAB

P-104 PLUMBING FLOOR PLAN "B" - ABOVE SLAB

P-105 PLUMBING ROOF PLAN

P-201 ENLARGED PLUMBING FLOOR PLANS

P-202 ENLARGED PLUMBING FLOOR PLANS

P-301 SANITARY RISER DIAGRAM "A"

P-302 SANITARY RISER DIAGRAM "B"

P-303 PLUMBING RISER DIAGRAM "A"

P-304 PLUMBING RISER DIAGRAM "B"

P-401 PLUMBING DETAILS

P-402 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

I:\USAIRNG\69623\CAD\WKSPACE\69623-NDX.DWG 10/10/2014 1:27 PM VVYAS

CONTRACT SCOPE DELINEATION PLAN

ckdbyno. date description

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Contract: REPAIR FIRE STATION, BLDG. 300 WKVB002397

ADD TO FIRE STATION WKVB099052

ISSUE FOR BID

0 10/15/14 VV ISSUE FOR BIDBB

NOT TO SCALE

CONTRACT SCOPE

DELINEATION PLAN

N

(SRM) "REPAIR" PROJECT:

PROJECT NO. WKVB002397

(P-341) "ADD" PROJECT:

PROJECT NO. WKVB099052

I:\USAIRNG\69623\CAD\WKSPACE\69623-SCOPE.DWG 12/3/2014 8:35 AM BPBAKAS

LEGEND

EXISTING FIRE STATION

TEMPORARY TRAILER

BLDG ADDITION

BLDG LETTERING/

PLAQUES ABI #3

ALTERNATE BID ITEM'S - FOR WKVB099052

ABI #1 - MASONRY GARAGE

ABI #2 - CONCRETE PAVEMENT

ABI #3 - BUILDING LETTERING

ABI #4 - TREES

BLDG LETTERING/

PLAQUES ABI #3

BLDG LETTERING/

PLAQUES ABI #3

TREES (TYP.), ABI #4

ABI #1

MASONRY BUILDING

PRE ENGINEERED

METAL BUILDING

(PEMB)

CONCRETE

PAVEMENT ABI #2

NOTE:

60% COST TO "REPAIR" WKVB002397

40% COST TO "ADD TO" WKVB099052

CONCRETE

PAVEMENT ABI #2

CONCRETE

PAVEMENT ABI #2

ALTERNATE BID ITEM'S - FOR WKVB002397

ABI #5 - COMMUNICATIONS

ABI #5 - COMMUNICATIONS

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NOVEMBER 26, 2013 M. FERNANDEZ

L. MONZON D. LENZ

ACCESS AND SAFETY PLAN

G-001 0

69623-G001.dwg

LIST OF ABBREVIATIONS

ABI ALTERNATE BID ITEM

ACP ASBESTOS CEMENT PIPE

ALUM ALUMINUM

ANG AIR NATIONAL GUARD

ASSY ASSEMBLY

AT / FP ANTI TERRORISM / FORCE PROTECTION

BC BOTTOM OF CURB

BCE BASE CIVIL ENGINEER

BIT BITUMINOUS CONCRETE

BLDG BUILDING

CB CATCH BASIN

CATV CABLE TELEVISION

CI CAST IRON PIPE

CIC CAST IRON COVER

CLF CHAIN LINK FENCE

CMP CORRUGATED METAL PIPE

CO CLEANOUT

CONC CONCRETE

COTR CONTRACTING OFFICER'S

TECHNICAL REPRESENTATIVE

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

MM MILLIMETERS

N NORTHING

NO NUMBER

NOM NOMINAL

OC OFF CENTER

OD OUTSIDE DIMENSION

POB POINT OF BEGINNING

PIV POST INDICATOR VALVE

PVC POLYVINYL CHLORIDE PIPE

RAD RADIUS

RCP REINFORCED CONCRETE PIPE

SESC SOIL EROSION AND SEDIMENT CONTROL

SMH SANITARY MANHOLE

SRM SUSTAINMENT, RESTORATION & MAINTENANCE

SQ FT SQUARE FOOT

SQ M SQUARE METER

SWPPP STORM WATER POLLUTION PREVENTION PLAN

TC TOP OF CURB

TYP TYPICAL

UP UTILITY POLE

UD UNDERDRAIN

VC VITRIFIED CLAY PIPE

VIF VERIFY IN FIELD

W/O WITHOUT

CONSTRUCTION ACCESS PLAN

NOT TO SCALE

PROJECT SITE

RUNWAY 6-24

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

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

NEW YORK AIR NATIONAL GUARD

106TH RESCUE WING

FRANCIS S. GABRESKI AIRPORT

WESTHAMPTON BEACH, NEW YORK

WKVB002397

WKVB099052

69623

REPAIR & ADD TO FIRE STATION

I:\USAIRNG\69623\CAD\CIVIL\69623-G001.DWG 10/14/2014 2:37 PM FPASCERI

SITE ACCESS

STAGING AREA

HAUL ROUTE

TEMPORARY FENCE

A

INSET

A

COMMERCIAL

VEHICLE ENTRANCE

(CHECK POINT)

GATE HOUSE

INSTALLATION BOUNDARY /

LEASE LINE (TYP)

ACCESS GATE

ACCESS GATE

ISSUE FOR BIDLRM DLL

10/15/14

TENSION WIRE

LINE POSTBRACE

TEMPORARY SECURITY FENCE

NOT TO SCALE

END BAY

10'-0" (MAXIMUM)

MULTIPLES OF

10'-0" (MAXIMUM)

CORNER

POST

CHAIN LINK

FABRIC

TRUSS

ROD

RUBBER TIRE FILLED WITH

CONCRETE (TYPICAL)

AIRCRAFT

OPERATION'S AREA

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LEGEND:

CONTRACTOR ACCESS

NOTE:

1. FENCING WITHIN AIRFIELD AREA SHALL BE

PROVIDED WITH 3 STRANDS OF BARBED WIRE AT

THE TOP FENCE.

2. FENCE POST WITHIN THE AIRFIELD AREA SHALL BE

DRIVEN TO A DEPTH OF 3 FEET IN LANDSCAPED

AREAS AND SUPPORTED BY CONCRETE FILLED

RUBBER TIRES ON PAVED AREAS.

TEMPORARY

TRAILER

SEE NOTES 1 & 2,

DETAIL 2 THIS SHEET

LEGEND:

LIMIT OF DISTURBANCE

EXISTING BUILDING

NEW BUILDING

TEMPORARY GATE

TEMPORARY FENCE

DOUBLE SWING GATE

NOT TO SCALE

TEMPORARY SECURITY

FENCE IN AIRFIELD

MULTIPLES OF

10'-0" MAXIMUM

END BAY 10'-0" (MAXIMUM)

BARBED WIRE AT

AIRFIELD AREAS ONLY.

BOTTOM RAIL

LINE POST

TOP RAIL

BRACE

TRUSS

RODS

CHAIN

LINK

FABRIC

FINISH

GRADE

ANGLE OR

CORNER POST

T

Y P

SEE

NOTE 2

16'-30'

12"

9"

MIN

MIN

FINISH GRADE

PLUNGER ROD CATCH

GATE POST

GATE FRAME

GATE POST

TRUSS

RODS

CHAIN

LINK

FABRIC

BRACE

TRUSS

RODS

CHAIN

LINK

FABRIC

LATCH TO

ACCOMMODATE

PADLOCK

BRACE

M I N

CONCRETE

FOOTING (TYP)

TEMPORARY SECURITY FENCE IN PAVEMENT

TEMPORARY SECURITY FENCE IN LANDSCAPED AREAS

BARBED WIRE AT

AIRFIELD AREAS ONLY.

SCALE IN FEET

50' 100'

BARBED WIRE AT

AIRFIELD AREAS ONLY.

ACCESS AND SAFETY NOTES

I. ACCESS AND STAGING

1. ACCESS AND HAUL ROUTES FOR ALL

CONTRACTOR PERSONNEL, VEHICLES,

EQUIPMENT, AND DELIVERIES ARE ILLUSTRATED

ON THE CONSTRUCTION ACCESS PLAN AND ARE

SUBJECT TO THE APPROVAL OF AIRPORT AND

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 AIRPORT.

2. LOCATION OF ACCESS/HAUL ROADS ARE AS

INDICATED ON THE ACCESS AND SAFETY PLAN

(SHEET G001).

3. ALL 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. THE MAINTENANCE OF HAUL

ROADS SHALL BE THE SOLE RESPONSIBILITY OF

THE CONTRACTOR AT NO ADDITIONAL COST TO

THE GOVERNMENT.

4. CONTRACTOR SHALL COORDINATE HIS/HER

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.

5. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE

DUE TO CONSTRUCTION ACTIVITIES,

CONTRACTOR SHALL NOTIFY AIRPORT, POLICE,

LOCAL FIRE AUTHORITY, AND ALL OTHER

EMERGENCY SERVICES OF THE CLOSURE.

6. CONTRACTOR SHALL RESTRICT ALL OPERATIONS

TO AREAS WITHIN THE CONSTRUCTION LIMITS

UNLESS COORDINATED OTHERWISE WITH THE

CONTRACTING OFFICER.

7. CONTRACTOR SHALL MAINTAIN THE ACCESS

ROUTE TO BE FREE FROM DEBRIS CAUSED FROM

CONSTRUCTION ACTIVITY ON A DAILY BASIS.

8. CONTRACTOR IS RESPONSIBLE FOR

ESTABLISHING A STAGING AND STOCKPILE AREA

FOR MATERIALS AND EQUIPMENT. LOCATION OF

CONTRACTOR'S STAGING SHALL BE AS

ILLUSTRATED ON THE CONSTRUCTION ACCESS

PLAN 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.

9. CONTRACTOR SHALL USE STAGING AREA FOR

MATERIAL STORAGE AND VEHICLE PARKING.

CONTRACTOR VEHICLE AND EQUIPMENT SHALL

ONLY BE WITHIN THE DESIGNATED STAGING

AREA.

10.LOCATION OF CONTRACTOR'S STAGING AREA

SHALL BE AS SHOWN ON PLAN. WHEN NOT

ENGAGED IN CONSTRUCTION ACTIVITY, THE

CONTRACTOR'S CONSTRUCTION EQUIPMENT AND

VEHICLES SHALL BE PARKED IN THE

CONTRACTOR'S STAGING AREA.

11. ALL CONTRACTOR VEHICLES AND PERSONNEL

MAY BE SEARCHED BY SECURITY POLICE WHEN

ENTERING THE BASE AND MAY EXPERIENCE

DELAYS.

12.STAGING AREA AND ANY OTHER AREA

DISTURBED BY CONTRACTOR DURING

CONSTRUCTION SHALL BE SEEDED AND

MULCHED, AND RETURNED TO ORIGINAL OR

BETTER CONDITION UPON CONCLUSION OF

CONSTRUCTION ACTIVITIES.

13.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.

14.CONTRACTOR SHALL PROVIDE AND INSTALL A

PROFESSIONALLY PAINTED SIGN, MEETING

CONTRACTING OFFICER APPROVAL, AT THE

CONSTRUCTION ENTRANCE TO DIRECT MATERIAL

SUPPLIERS AND EMPLOYEES TO THE

CONSTRUCTION SITE. THE SIGN SHALL CONFORM

TO DIVISION I OF THE PROJECT'S

SPECIFICATIONS.

15.SITE SHALL BE CLOSED OFF THROUGH THE USE

OF TEMPORARY FENCE AT THE CONTRACTOR'S

EXPENSE.

16. ADDITIONAL SECURITY ACCESS PROCEDURES

WILL BE ADDRESSED AT THE PRE-CONSTRUCTION

MEETING.

II. 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

SUBCONTRACTORS ARE ON SITE. THE

SUPERINTENDENT SHALL BE DESIGNATED THE

RESPONSIBLE CONTRACTOR'S REPRESENTATIVE

WHO SHALL BE AVAILABLE ON A 24-HOUR BASIS.

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

AIRPORT AND THE CONTRACTING OFFICER.

3. THE FOLLOWING CONTACT INFORMATION IS

PROVIDED FOR CONTRACTOR'S USE IN CASE OF

AN EMERGENCY:

a. EMERGENCY

b. AIRPORT MANAGER, ANTHONY CEGLIO

631-852-8095

c. VILLAGE OF WESTHAMPTON BEACH

PUBLIC WORKS

631-288-2011

d. POLICE DEPARTMENT

631-288-3444

e. POLICE CHIEF RAYMOND DEAN

631-723-7333

f. FIRE DEPARTMENT

631-723-7333

III. TRAFFIC CONTROL

1. ALL CONSTRUCTION EQUIPMENT AND VEHICLES

SHALL BE MARKED WITH COMPANY PAINT

DESIGNS, INSIGNIAS OR OTHER COMPANY

MARKINGS, WHICH ARE CLEARLY VISIBLE.

2. CONSTRUCTION EQUIPMENT SHALL HAVE

AUTOMATIC SIGNALING DEVICES TO SOUND AN

ALARM WHEN MOVING IN REVERSE.

3. ONLY RUBBER-TIRED VEHICLES SHALL BE

ALLOWED ON EXISTING PAVEMENT THAT IS TO

REMAIN.

4. NO PEDESTRIAN TRAFFIC INSIDE THE

CONSTRUCTION LIMITS WILL BE PERMITTED.

5. ANY DAMAGE TO ROADS AND PAVEMENT DUE TO

CONSTRUCTION EQUIPMENT OR CONSTRUCTION

TRAFFIC SHALL BE REPAIRED TO THEIR ORIGINAL

CONDITION BY THE CONTRACTOR AT HIS/HER

OWN EXPENSE TO THE SATISFACTION OF THE

CONTRACTING OFFICER.

6. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL

CORDON OFF THE CONSTRUCTION WORK AREAS

BY TEMPORARY FENCE APPROVED BY THE

CONTRACTING OFFICER.

7. 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.

8. PRIOR TO THE REMOVAL OF BARRICADES AND

TRAFFIC CONTROL DEVICES, THE CONTRACTOR

SHALL REQUEST THE CONTRACTING OFFICER TO

SCHEDULE AN INSPECTION.

9. CONTRACTOR SHALL ATTEND ANY

AIRPORT-MANDATED VEHICLE OPERATOR OR

FOREIGN OBJECT DEBRIS/DAMAGE (FOD)

CONTROL TRAINING COURSE.

IV. 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).

COORDINATE AIRPORT SPECIFIC REQUIREMENTS

WITH AIRPORT MANAGEMENT.

2. CONTRACTOR SHALL NOT ACCESS THE AIRCRAFT

OPERATIONS AREA WITHOUT CLEARANCE FROM

AIRPORT 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 4 DAYS TO AIRPORT FOR

ACCESS TO AN AIRCRAFT OPERATIONS AREA.

PEDESTRIAN TRAFFIC AND PRIVATELY OWNED

VEHICLES SHALL NOT BE ALLOWED IN THE

AIRCRAFT OPERATIONS AREA (AOA).

V. 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 45 DAYS

TO THE CONTRACTING OFFICER AND AIRPORT

PRIOR TO THE START OF CONSTRUCTION TO

COORDINATE THE SUBMITTAL OF FAA FORM

7460-1 TO THE FAA REGIONAL OFFICE. THE

CONTRACTOR SHALL SUBMIT A 7460-1 FOR ANY

EQUIPMENT EXCEEDING 20 FEET ABOVE GROUND

LEVEL. PERMISSION TO USE CRANES SHALL BE

ISSUED BY AIRPORT 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 LIGHTED 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. THE

CONTRACTOR SHALL NOT STOCKPILE

CONSTRUCTION MATERIALS, SPOILS DEBRIS, OR

REFUSE IN ANY AREA WHERE SUCH STOCKPILES

ARE WITHIN 250 FEET OF RUNWAY CENTERLINE

OR 75 FEET OF A TAXIWAY CENTERLINE, THE

CONTRACTOR SHALL SUBMIT A 7460-1 FOR ANY

STOCKPILE HEIGHTS EXCEEDING 20 FEET ABOVE

GROUND LEVEL.

5. STOCKPILED MATERIAL SHALL BE CONSTRAINED

IN A MANNER TO PREVENT ITS MOVEMENT BY

WIND FORCES.

VI. EXCAVATION AND TRENCHES

1. CONTRACTOR SHALL COMPLY WITH THE MOST

CURRENT EDITION OF OSHA REGULATIONS AND

THE STATE 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. CONTRACTOR SHALL PROVIDE A MINIMUM

NOTICE OF 48 HOURS TO THE CONTRACTING

OFFICER AND ASSOCIATED UTILITY COMPANIES

AND AGENCIES BEFORE PROCEEDING WITH ANY

EXCAVATION.

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.

6. OPEN TRENCHES AND EXCAVATIONS AT THE

CONSTRUCTION SITE SHALL BE PROMINENTLY

MARKED WITH ORANGE BARRICADES WITH

FLASHING AMBER LIGHTS ACCEPTABLE TO THE

CONTRACTING OFFICER.

VII. EROSION AND SEDIMENT CONTROL NOTES

BEST MANAGEMENT PRACTICES

1. CONSTRUCTION ACTIVITY POLLUTION

PREVENTION IS REQUIRED FOR THIS PROJECT.

PREVENTION OF POLLUTION RESULTING FROM

CONSTRUCTION ACTIVITIES SHALL BE

ACCOMPLISHED BY CONTROLLING SOIL EROSION,

WATERWAY SEDIMENTATION, AND AIRBORNE

DUST GENERATION. CONTRACTOR SHALL

ENSURE THAT NO SEDIMENT RESULTING FROM

CONSTRUCTION ACTIVITIES INFRINGES ONTO

ADJACENT PROPERTIES. CONTRACTOR SHALL

COORDINATE EROSION AND SEDIMENT CONTROL

WITH OTHER CONSTRUCTION ENTITIES

PERFORMING WORK ON ADJACENT PROPERTIES.

2. SOIL EROSION AND SEDIMENT CONTROLS ARE

MEASURES USED TO REDUCE THE AMOUNT OF

SOIL PARTICLES THAT ARE CARRIED OFF AN

AREA AND DEPOSITED INTO A DRAINAGE

COLLECTION SYSTEM OR INTO A BODY OF

WATER. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ENSURING THAT EROSION

AND SEDIMENTATION ARE CONTROLLED TO THE

EXTENT PRACTICABLE. ALL APPLICABLE SOIL

EROSION AND SEDIMENT CONTROL MEASURES

SHALL BE IMPLEMENTED AND MAINTAINED

THROUGHOUT THE DURATION OF CONSTRUCTION

ACTIVITIES. PRIOR TO INITIATING CONSTRUCTION

IN AN AREA, ALL TEMPORARY EROSION AND

SEDIMENT CONTROL PRACTICES SHALL BE IN

PLACE. UPON PROJECT COMPLETION ALL

TEMPORARY SOIL EROSION AND SEDIMENT

CONTROL MEASURES SHALL BE REMOVED.

3. THIS PROJECT SHALL BE CONSTRUCTED IN

COMPLIANCE WITH THE SOIL EROSION AND

SEDIMENTATION CONTROL MEASURES AS

ESTABLISHED AND APPROVED BY NEW YORK

STATE DEPARTMENT OF ENVIRONMENTAL

CONSERVATION.

4. TEMPORARY EROSION CONTROL SHALL BE THE

CONTRACTOR'S RESPONSIBILITY, WHO SHALL

UTILIZE APPROPRIATE BEST MANAGEMENT

PRACTICES (BMPS). THOSE BMPS SHALL CONSIST

OF SILT FENCE, WATTLES OR OTHER MEANS TO

CONTROL EROSION AS NEEDED. THE

CONTRACTOR SHALL PROVIDE AND FOLLOW THE

EROSION AND SWPPP PLANS AS NEEDED.

5. CONTRACTOR SHALL PLACE SILT FENCE AS

SHOWN ON DRAWING C-104 PRIOR TO BEGINNING

WORK. THE DEVICES SHALL BE PLACED

DOWN-SLOPE OF DISTURBED AREAS WHERE

SHEET EROSION WOULD OCCUR. SILT FENCE

SHALL BE CLEANED AND REPAIRED WHEN

SEDIMENT BUILDUP REACHES ONE-THIRD OF SILT

FENCE HEIGHT. AFTER SIGNIFICANT RUNOFF

EVENTS, THE CONTRACTOR SHALL INSPECT ALL

EROSION CONTROL STRUCTURES FOR SILT

BUILD-UP THAT INTERFERES WITH THE

PERFORMANCE OF THE EROSION CONTROL

STRUCTURE AND REPAIR OR REPLACE THOSE

STRUCTURES, AS NECESSARY.

6. ALL STORM DRAIN INLETS SHALL BE PROTECTED

BY APPROPRIATE BMPS DURING CONSTRUCTION,

UNTIL ALL SOURCES WITH POTENTIAL FOR

DISCHARGE TO THE INLETS HAVE BEEN

STABILIZED.

7. ALL EXISTING DRAIN INLETS SHALL HAVE SILT

PROTECTION INSTALLED IN ACCORDANCE WITH

DETAILS 3 AND 4 ON DRAWING C507. EROSION

PROTECTION MAY BE REMOVED WHEN

VEGETATION IS ESTABLISHED.

8. TEMPORARY CHECK DAMS MAY BE PLACED IN

DRAINAGE SWALES TO LIMIT THE AMOUNT OF

SEDIMENT THAT TRAVELS DOWNSTREAM. THESE

DEVICES MUST BE MAINTAINED AND THE

SEDIMENT REMOVED BEHIND THE DEVICE ON A

REGULAR BASIS TO REMAIN EFFECTIVE.

9. CONTRACTOR SHALL INSTALL A STABILIZED

CONSTRUCTION ENTRANCE AT LOCATIONS

WHERE CONSTRUCTION TRAFFIC SHALL ENTER

THE PROJECT SITE FROM ROADWAYS AND

PAVEMENTS. SEE DRAWING G-001 AND DETAIL 1

ON DRAWING C-507.

10.SEE DRAWING C-507 FOR ADDITIONAL DETAILS ON

EROSION AND SEDIMENT CONTROL.

CONSTRUCTION ACCESS

THE SITE SHALL HAVE ROADS AND ACCESS DRIVES

OF SUFFICIENT WIDTH AND LENGTH TO PREVENT

SEDIMENT FROM TRACKING ONTO PUBLIC

ROADWAYS. SEDIMENT SHALL BE REMOVED

IMMEDIATELY FROM THE ROAD BY SHOVELING OR

SWEEPING WHEN SEDIMENT IS TRANSPORTED ONTO

A PUBLIC ROAD SURFACE OR OTHER PAVED AREA

BY EQUIPMENT OR VEHICLES EXITING THE

CONSTRUCTION SITE. BULK CLEARING OF

ACCUMULATED SEDIMENT SHALL BE TRANSPORTED

TO A CONTROLLED SEDIMENT DISPOSAL AREA OR

THE POINT OF LIKELY ORIGIN BEFORE THE END OF

EACH WORK DAY. ROAD WASHING SHALL BE

ALLOWED ONLY AFTER THE SEDIMENT IS REMOVED

IN THE ABOVE MANNER.

FINAL GRADING AND CLEAN UP

AFTER COMPLETION OF FINAL GRADING, THE

DISTURBED AREAS SHALL BE REVEGETATED. ALL

TEMPORARY EROSION AND SEDIMENT CONTROL

DEVICES SHALL BE REMOVED UPON PROJECT

COMPLETION. TRAPPED SEDIMENT AND OTHER

DISTURBED SOIL AREAS RESULTING FROM THE

DISPOSITION OF TEMPORARY CONTROL MEASURES

SHALL BE PERMANENTLY STABILIZED TO PREVENT

FURTHER EROSION AND SEDIMENTATION.

PETROLEUM PRODUCTS

ALL ON-SITE VEHICLES SHALL BE MONITORED FOR

PETROLEUM LEAKS AND SHALL RECEIVE PROPER

PREVENTATIVE MAINTENANCE TO REDUCE THE

CHANCE OF LEAKAGE. PETROLEUM PRODUCTS

SHALL BE STORED IN TIGHTLY-SEALED CONTAINERS

THAT ARE CLEARLY LABELED. ALL SPILLS SHALL BE

CLEANED UP IMMEDIATELY AFTER DISCOVERY.

WASTE OIL AND OTHER PETROLEUM PRODUCTS

SHALL NOT BE DISCHARGED ONTO THE GROUND OR

INTO WATER BODIES. PETROLEUM PRODUCTS USED

ON-SITE SHALL BE APPLIED ACCORDING TO THE

MANUFACTURER RECOMMENDATIONS.

STORM WATER PERMIT

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 LOCAL AUTHORITIES TO COMPLETE AND

SUBMIT THE STORM WATER POLLUTION

PREVENTION PLAN (SWPPP) FOR APPROVAL.

CONTRACTOR IS RESPONSIBLE FOR ALL FEES

ASSOCIATED WITH SUBMITTAL OF THE PERMIT AT

NO ADDITIONAL COST TO THE GOVERNMENT. THE

PERMITTING PROCESS MAY INCLUDE THE

FOLLOWING:

1. SUBMIT STORM WATER QUALITY PERMIT

APPLICATION FEE TO NEW YORK STATE

DEPARTMENT OF ENVIRONMENTAL

CONSERVATION.

2. SUBMIT AFFIDAVIT STATING PROPERTY OWNER'S

COMMITMENT TO COMPLY WITH STORM WATER

QUALITY MANAGEMENT PLAN AND NYSDEC

REGULATIONS FOR STORM WATER QUALITY

MANAGEMENT.

3. SUBMIT NEW YORK POLLUTION DISCHARGE

ELIMINATION SYSTEM (SPDES) GENERAL PERMIT

NO. GP-01-10-001 AND NOTICE-OF-INTENT (NOI)

FORM TO

NYDEC, BUREAU OF WATER PERMITS

625 BROADWAY, 4TH FLOOR

ALBANY, NY 12233-3505.

VIII. 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. CONTRACTOR SHALL MAINTAIN AT ALL TIMES ONE

FIRE LANE FREE FROM OBSTRUCTION AND

MAINTAIN ACCESS TO THE BASE.

5. 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.

6. 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

MOVEMENT AREAS. MATERIAL DROPPED WITHIN

THESE AREAS SHALL BE REMOVED

CONTINUOUSLY DURING WORKING HOURS.

7. CONTRACTOR SHALL COORDINATE THE

RELOCATION OF ANY CLIENT-OWNED EQUIPMENT

WITH THE CONTRACTING OFFICER.

8. 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. SEE EROSION AND SEDIMENT

CONTROL DRAWINGS FOR EROSION AND

SEDIMENT CONTROL REQUIREMENTS.

9. CONTRACTOR SHALL MAKE NECESSARY

PROVISIONS TO LIMIT DUST CAUSED BY

CONSTRUCTION ACTIVITIES TO A LIMIT

ACCEPTABLE TO AIRPORT. THE CONTRACTOR

SHALL CONTROL BLOWING DUST ON THE

PROJECT SITE FROM ANY HAUL ROUTE OR WORK

AREA.

10. WILDLIFE ATTRACTANTS, SUCH AS TRASH AND

FOOD SCRAPS, FROM CONSTRUCTION

PERSONNEL AND ACTIVITIES SHALL BE REMOVED

FROM THE PROJECT LIMITS ON A DAILY BASIS.

11.GASOLINE, DIESEL FUEL, OIL, AND OTHER

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 AIRPORT 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 SHALL

IMMEDIATELY BE REMOVED FROM THE WORK

AREA AND SHALL NOT BE PERMITTED TO RETURN

THROUGHOUT THE REMAINDER OF THE PROJECT.

IX. CONTRACTOR SAFETY PLAN SUBMITTAL

1. CONTRACTOR SHALL FURNISH A CONSTRUCTION

SAFETY PLAN WITH HIS/HER PROJECT SCHEDULE.

THE SAFETY PLAN SHALL CONFORM TO DIVISION I

OF THE PROJECT SPECIFICATIONS AND IDENTIFY

THE FOLLOWING ITEMS:

a. PROPOSED ACCESS POINTS, STAGING AREA

AND HAUL ROUTES.

b. TEMPORARY MARKINGS TO BE USED, IF ANY.

c. LOCATION AND TYPE OF BARRICADES OR

OTHER TRAFFIC CONTROL DEVICES.

d. METHODS BY WHICH THE CONTRACTOR WILL

COMMUNICATE WITH THE BASE.

e. AREAS TO WHICH CONSTRUCTION

OPERATIONS SHALL BE LIMITED, ALONG WITH

PROPOSED MEASURES TO MINIMIZE THE

POSSIBILITY OF CONTRACTOR EQUIPMENT

AND WORKERS ACCIDENTALLY ENTERING THE

AIRCRAFT OPERATIONS AREA.

f. PRIMARY CONSTRUCTION SUPERINTENDENT

CONTACT INFORMATION.

g. ANY REQUESTED TEMPORARY AMENDMENTS

TO THE AIRPORT SECURITY PLAN FOR

SPECIAL CONDITION OR MODIFICATIONS.

2. ANY PROPOSED CHANGES TO THE SAFETY PLAN

MUST BE SUBMITTED TO THE CONTRACTING

OFFICER FOR REVIEW PRIOR TO

IMPLEMENTATION.

X. GENERAL NOTES

1. SPECIFIC AREA LIMITS AS INDICATED ON

CONSTRUCTION ACCESS PLAN ARE

APPROXIMATE.

2. THE CONTRACTOR SHALL MAINTAIN ON THE SITE

ONE SET OF RED LINE "AS CONSTRUCTED"

DRAWINGS. THE SET SHALL BE DELIVERED TO

THE CONTRACTING OFFICER NO LATER THAN

SEVEN (7) CALENDAR DAYS AFTER THE FINAL

INSPECTION.

3. ALL WORK SHALL BE CONSTRUCTED IN

COMPLIANCE WITH THE GENERAL PERMIT #

GP-01-10-001 FOR STORMWATER DISCHARGE.

CONTRACTOR IS RESPONSIBLE FOR

COORDINATING ALL REQUIREMENTS WITH STATE

AND LOCAL AUTHORITIES AND SUBMITTING

DOCUMENTS FOR PERMITTING.

4. THE CONTRACTOR SHALL REMOVE STANDING

WATER FROM THE PROJECT WORK LIMITS AS

NECESSARY TO PROTECT THE SUBGRADE,

SUBBASE, AND/OR BASE COURSE OF THE

PROPOSED PAVEMENT AREAS, SURROUNDING

PAVEMENT-TO-REMAIN, OR OTHER COMPLETED

WORKS. NO DIRECT OR SEPARATE PAYMENT

SHALL BE MADE FOR THIS DEWATERING EFFORT

AS THE COST IS INCIDENTAL TO THE PROJECT.

5. THE CONTRACTOR SHALL CONTACT ALL

ASSOCIATED UTILITY COMPANIES AND AGENCIES

PRIOR TO COMMENCEMENT OF WORK FOR THE

LOCATION OF UTILITIES (CALL 811). COORDINATE

ACCESS OF UTILITY COMPANY PERSONNEL WITH

BASE.

6. THE LOCATION OF STRUCTURES AND

UNDERGROUND UTILITIES AS INDICATED HAVE

BEEN OBTAIN FROM EXISTING RECORDS AND

FIELD SURVEYS. UNDERGROUND STRUCTURES

AND UTILITIES MAY BE PRESENT WHICH ARE NOT

DOCUMENTED OR LOCATED. EXISTING UTILITIES

SHOWN ON THE PLANS MAY NOT BE ACCURATE

IN LOCATION, SIZE AND TYPE OF MATERIAL, AND

ARE NOT GUARANTEED TO BE ACCURATE.

7. IT SHALL BE THE CONTRACTOR RESPONSIBILITY

TO FIELD - VERIFY EXISTING STRUCTURES,

UTILITIES AND SURVEY INFORMATION, AND TO

TAKE NECESSARY PRECAUTIONS DURING

DEMOLITION AND CONSTRUCTION. THE

CONTRACTOR SHALL FIELD-CHECK ALL EXISTING

CONDITIONS AND BE THOROUGHLY FAMILIAR

WITH THE SITE BEFORE ANY WORK COMMENCES.

IN THE EVENT OF UNEXPECTED UTILITY OR

STRUCTURE INTERFERENCE IS ENCOUNTERED,

THE CONTRACTOR SHALL IMMEDIATELY NOTIFY

THE CONTRACTING OFFICER.

S c a l e

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

NEW YORK AIR NATIONAL GUARD

106TH RESCUE WING

FRANCIS S. GABRESKI AIRPORT

WESTHAMPTON BEACH, NEW YORK

WKVB002397

WKVB099052

69623

REPAIR & ADD TO FIRE STATION

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NOVEMBER 26, 2012 M. FERNANDEZ

L. MONZON D. LENZ

ACCESS AND SAFETY PLAN NOTES

G-002 0

69623-G002.DWG

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

NEW YORK AIR NATIONAL GUARD

106TH RESCUE WING

FRANCIS S. GABRESKI AIRPORT

WESTHAMPTON BEACH, NEW YORK

WKVB002397

WKVB099052

69623

REPAIR & ADD TO FIRE STATION

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DECEMBER 02, 2013 M. FERNANDEZ

L. MONZON D. LENZ

EXISTING CONDITIONS PLAN

G-003 0

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SCALE IN FEET

20'10' 40'

EXISTING FIRE STATION

BLDG 300

MOEN STREET

BLDG. 358

BLDG. 235

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SURVEY INVESTIGATION NOTES:

1. BACKGROUND INFORMATION FOR LANDSIDE

AREAS TAKEN FROM A SURVEY PREPARED BY L.K.

MCLEAN ASSOCIATES P.C. DATED JANUARY 24, 2013.

2. BACKGROUND INFORMATION FOR AIRSIDE AREAS

TAKEN FROM A SURVEY PREPARED BY YOUNG &

YOUNG AND DATED MAY 3, 2011.

4. HORIZONTAL CONTROL IS BASED NEW YORK STATE

PLANE COORDINATE SYSTEM, LONG ISLAND ZONE,

NORTH AMERICAN DATUM (NAD) 1983.

5. VERTICAL DATUM IS REFERENCED TO NORTH

AMERICAN VERTICAL DATUM (NAVD) 1988.

6. 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 CONTRACTING OFFICER AFTER COMPLETION OF

CONSTRUCTION.

EXISTING CONDITIONS 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 CONTRACTING OFFICER 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

CONTRACTING OFFICER 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 CONTRACTING OFFICER OF

OPERATIONAL PLANS. IN THE EVENT AN

UNEXPECTED UTILITY OR STRUCTURE

INTERFERENCE OR CONFLICT IS ENCOUNTERED

DURING CONSTRUCTION, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE CONTRACTING OFFICER.

ANY UTILITY SERVICES OR STRUCTURES

DISTURBED BY THE CONTRACTOR'S OPERATIONS

SHALL BE RESTORED IMMEDIATELY AT

CONTRACTOR'S EXPENSE TO THE SATISFACTION OF

THE CONTRACTING OFFICER.

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 CONTRACTING OFFICER.

GEOTECHNICAL REFERENCE NOTE:

1. THE SUBSURFACE/GEOTECHNICAL INVESTIGATION

WAS PERFROMED BY GEI CONSULTANTS, INC., PC

ON AUGUST 07, 2013. THE RESULTS OF THE

INVESTIGATION ARE CONTAINED IN THE PROJECT

GEOTECHNICAL REPORT.

LEGEND

BENCH MARK

CP 128

N = 247,622.8800

E = 1,359,649.6103

ELEV. 44.31

BENCH MARK

CP 129

N = 247,906.8900

E = 1,359,932.0881

ELEV. 43.54

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NEW YORK AIR NATIONAL GUARD

106TH RESCUE WING

FRANCIS S. GABRESKI AIRPORT

WESTHAMPTON BEACH, NEW YORK

WKVB002397

WKVB099052

69623

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APRIL 18, 2013 M. FERNANDEZ

L. MONZON D. LENZ

DEMOLITION PLAN

CD100 0

69623-CD100.DWG

SCALE IN FEET

20'10' 40'

EXISTING FIRE STATION

BLDG. 300

MOEN STREET

ASPHALT PAVEMENT DEMOLITION

CONCRETE DEMOLITION

FENCE REMOVAL

PAVEMENT SAWCUT

UTILITY REMOVAL

CURB REMOVAL

VEGETATION TO BE REMOVED

BLDG.

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COORDINATE LIMIT OF

SIDEWALK REMOVAL

WITH UTILITY PLAN.

32.8' ±

SAWCUT

GENERAL DEMOLITION NOTES:

1. ALL SITE DEMOLITION WORK SHALL BE PART OF (P-341)

"ADD" PROJECT, PROJECT NO. WKVB099052.

2. BACKGROUND TAKEN FROM SURVEY INFORMATION

PROVIDED BY L. K.MCLEAN ASSOCIATES, P.C., DATED

JANUARY 2013.

3. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY

MATERIALS SHALL BE DISPOSED OF OFF BASE.

4. 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 AWAY TO THE WASTE DISPOSAL SITE.

5. CONTRACTOR SHALL COORDINATE LIMITS OF SAWCUT AND

PAVEMENT REMOVAL WITH PROPOSED SITE PLAN.

6. PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT

FULL DEPTH.

7. EXISTING PAVEMENT EDGES SHALL BE SAWCUT IN

LOCATIONS SHOWN TO PROVIDE CLEAN EDGE FOR

CONSTRUCTION OF PROPOSED PAVEMENT.

8. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO

REMAIN SHALL BE REPAIRED OR REMOVED AND REPLACED

AT NO ADDITIONAL COST TO OWNER.

9. CONTRACTOR SHALL PRESERVE EXISTING TREES AND

VEGETATION WHENEVER PRACTICABLE. CONTRACTOR

SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT

SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG THE

AREA OF EXCAVATION.

10.EXISTING VEGETATION AND FACILITIES WHICH ARE NOT

INDICATED TO BE REMOVED SHALL BE PROTECTED FROM

DEMOLITION OR OTHER CONSTRUCTION ACTIVITIES.

11.SPECIAL HANDLING AND CONSIDERATION SHALL BE

REQUIRED FOR EXCAVATED SOILS THOUGHT TO CONTAIN

PETROLEUM-BASED, CONTAMINATED OR HAZARDOUS

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 PETROLEUM-BASED,

CONTAMINATED OR HAZARDOUS MATERIALS WITH

CONTRACTING OFFICER.

12.EXCESS SOIL AND UNSUITABLE MATERIAL SHALL BE

DISPOSED OF OFF SITE IN ACCORDANCE WITH LOCAL,

STATE AND FEDERAL REGULATIONS.

13.CONTRACTOR SHALL REMOVE EXISTING SECURITY FENCE

AFTER TEMPORARY SECURITY FENCE IS IN PLACE. A NEW

SECURITY FENCE SHALL BE INSTALLED AFTER EXISTING

PAVEMENT IS REMOVED AND AREA IS STABILIZED.

14.REMOVE EXISTING SHED AND ANY ASSOCIATED

UNDERLYING PAVEMENTS.

15.EXISTING GAZEBO STRUCTURE SHALL BE TEMPORARILY

RELOCATED AND PROTECTED DURING CONSTRUCTION.

TEMPORARY AND FINAL LOCATION OF GAZEBO SHALL BE

COORDINATED WITH BCE OFFICE.

UTILITY DEMOLITION NOTES:

1. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING

OFFICER PRIOR TO REMOVAL OF EXISTING UTILITIES 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 CONTRACTING OFFICER.

2. CONTRACTOR SHALL PROTECT EXISTING UTILITIES TO

REMAIN. ANY DAMAGE TO EXISTING UTILITIES TO REMAIN

SHALL BE IMMEDIATELY REPAIRED AT CONTRACTOR'S

EXPENSE.

3. 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 CONTRACTING

OFFICER.

4. ALL STRUCTURES, VALVES, ETC. TO REMAIN SHALL BE

PROTECTED AND ADJUSTED TO FINISH GRADE.

5. IN AREAS OF UTILITY REMOVAL OF ABANDONED LINES, THE

PORTION OF EXISTING ABANDONED LINES TO REMAIN

SHALL BE CAPPED OR PLUGGED AT REMOVAL INTERFACE.

6. UTILITY STRUCTURES AND MANHOLES TO BE ABANDONED

SHALL HAVE FRAME AND COVER REMOVED, FILLED WITH

SAND, AND BACKFILLED TO MEET PROPOSED GRADE.

7. ALL UTILITIES EQUAL TO OR GREATER THAN 6.00 INCHES IN

DIAMETER AND INDICATED TO BE ABANDONED IN PLACE

SHALL BE FILLED WITH A LOW STRENGTH FLOWABLE FILL.

END SECTIONS SHALL BE PLUGGED TO CONTAIN FLOWABLE

FILL. FLOWABLE FILL SHALL BE A CEMENT/SAND MIX WITH A

COMPRESSIVE STRENGTH OF 75-100 psi.

8. ALL UTILITY SYSTEM STRUCTURES INDICATED TO BE

ABANDONED IN PLACE SHALL BE DISCONNECTED AND

CAPPED.

9. FOR ELECTRICAL AND COMMUNICATIONS DEMOLITION SEE

ELECTRICAL DRAWINGS.

10.CONTRACTOR SHALL REMOVE EXISTING CURB TYPE FRAME

AND GRATE AND REPLACE WITH A DROP INLET TYPE FRAME

AND GRATE. CONTRACTOR SHALL MEASURE EXISTING

DRAINAGE STRUCTURE AND PROVIDE AN APPROPRIATELY

SIZED LIGHT DUTY CAST IRON FRAME AND GRATE.

11.CONTRACTOR SHALL CAP AND ABANDON EXISTING RCP

PIPE UNDER EXISTING BUILDING. PIPE SHALL BE FILLED

WITH FLOWABLE FILL AND CAPPED AT BOTH ENDS.

UTILITY STRUCTURE TO BE REMOVED

C-507

TREE PROTECTION

EXISTING FENCE TO

REMAIN

19 LF EXIST. CURB

TO REMAIN

END CURB REMOVAL

BEGIN CURB

REMOVAL

SEE GENERAL DEMOLITION NOTE 12

EXISTING VAULT TO

REMAIN AND TO BE

PROTECTED

EXISTING INLET TO REMAIN AND TO BE

PROTECTED. SEE UTILITY DEMOLITION

NOTE 10.

EXISTING INLET TO

REMAIN AND TO BE

PROTECTED

SOLAR PANEL AND

POST TO BE REMOVED

COORDINATE REMOVAL

OF STORM PIPE WITH

NEW MH CONSTRUCTION.

SEE DRAWING C-103.

EXISTING MH TO

REMAIN AND TO BE

PROTECTED

END FENCE REMOVAL.

COORDINATE LIMIT OF

FENCE REMOVAL WITH

LOCATION OF NEW GATE.

(SEE DRAWING C-102)

EXISTING FENCE

TO REMAIN

EXISTING CONCRETE

TO REMAIN.

SAWCUT

PAVEMENT

SAWCUT

PAVEMENT

SAWCUT

PAVEMENT

EXISTING FIRE

HYDRANT TO

REMAIN AND TO

BE PROTECTED

REMOVE

EXISTING SHED.

SEE GENERAL

DEMO NOTE 13

STRUCTURE DEMOLITION

LEGEND:

SEE UTILITY

DEMOLITION NOTE 9.

EXISTING MONITORING

WELL TO REMAIN.

RESET EXISTING

COVER TO FINISH

GRADE

ABANDON EXISTING PIPE IN PLACE.

SEE UTILITY DEMOLITION NOTE 11.

REMOVE EXISTING

CONCRETE

GENERATOR PAD. SEE

UTILITY DEMOLITION

NOTE 9

REMOVE FENCE

BEGIN CURB REMOVAL

END CURB REMOVAL

LIMITS OF EXISTING LANDSCAPE

DEMOLITION IS APPROXIMATE.

CONTRACTOR SHALL REMOVE

ENTIRE EXISTING HEDGE ROW.

LANDSCAPE DEMOLITION

SAWCUT

PAVEMENT

SAWCUT

ISSUE FOR BIDLRM DLL

10/15/14

SEE GENERAL DEMOLITION NOTE 14.

EXISTING BOLLARDS TO BE

REMOVED. SEE GENERAL

DEMOLITION NOTE 7

EXISTING BOLLARDS TO BE

REMOVED. SEE GENERAL

DEMOLITION NOTE 7

BOLLARD REMOVAL

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PAD

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COVER

YELLOW LINE

RED LINE

ASPHALT

WHITE LINE

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M i l l i m e t e r s

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

NEW YORK AIR NATIONAL GUARD

106TH RESCUE WING

FRANCIS S. GABRESKI AIRPORT

WESTHAMPTON BEACH, NEW YORK

WKVB002397

WKVB099052

69623

REPAIR & ADD TO FIRE STATION

C O P Y R I G H

R N

D

O N

N E

G

I N

E E

R I N

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C

O M

P A

N Y

I N

C

DECEMBER 3, 2012 M. FERNANDEZ

L. MONZON D. LENZ

SITE PLAN

C-101 0

69623-C101.DWG

SCALE IN FEET

20'10' 40'

EXISTING FIRE STATION

BLDG 300

MOEN STREET

3780 SF

BUILDING

ADDITION

ENCLOSED STRUCTURE

FOR VEHICLE STORAGE

12' AT / FP

BUILDING

ASPHALT PAVEMENT

CHAIN LINK FENCE

BLDG. 358

BLDG. 235

PEDESTRIAN GATE

LEGEND:

I:\USAIRNG\69623\CAD\CIVIL\69623-C101.DWG 10/14/2014 2:41 PM FPASCERI

9.00'

(TYP.)

T

Y P

LAWN

LAWN

LAWN

5' SIDEWALK

5' SIDEWALK

CONC. CURB

R=5'

R=15'

R=15'

4" WHITE

STRIPING (TYP)

R=5'

R=5'

2.1'

5.0'

C-500

CONNECT

TO EXIST.

PAVEMENT

C-500

CONCRETE CURB

C-500

C-501

C-501

7.57'

14.47' 12.64'

CONNECT GATE

TO EXISTING

FENCE

PEDESTRIAN

GATE

STRUCTURAL STOOP

GENERAL SITE NOTES:

1. BUILDING COORDINATES ARE POINTED TO OR MEASURED AT THE OUTSIDE FACE OF FOUNDATION.

CONTRACTOR SHALL COORDINATE BEARINGS OF BUILDING GRID LINES WITH ARCHITECTURAL AND

STRUCTURAL DRAWINGS.

2. ALL SITE COORDINATES AND DIMENSIONS ARE TO THE FACE OF CURB OR EDGE OF PAVEMENT AND ARE

IN FEET, UNLESS NOTED OTHERWISE.

3. CONTRACTOR SHALL COORDINATE BUILDING ENTRANCES, EGRESSES, WALKWAYS, AND DOORWAY

LOCATIONS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS.

4. LOCATION OF STRUCTURAL STOOPS SHALL BE COORDINATED WITH ARCHITECTURAL AND STRUCTURAL

DRAWINGS.

5. SEE STRUCTURAL/MECHANICAL/ELECTRICAL DRAWINGS FOR MISCELLANEOUS SITE EQUIPMENT AND

PADS.

6. ALL PARKING SPACES ARE 9 FEET WIDE AND 18 FEET DEEP EXCEPT FOR ACCESSIBLE PARKING SPACES.

ALL ACCESSIBLE PARKING SPACES ARE 8 FEET WIDE WITH A MINIMUM 5 FEET WIDE ACCESS LANE

ADJACENT TO THEM, OR A MINIMUM 8 FEET WIDE ACCESS LANE FOR VAN ACCESSIBLE PARKING SPACES.

AN ACCESSIBLE PARKING SIGN SHALL BE PLACED AT EACH ACCESSIBLE PARKING SPACE.

7. STANDARD PARKING STALLS SHALL BE STRIPED WITH 4 INCH WIDE WHITE STRIPES. ACCESSIBLE STALLS

AND ACCESS AISLES SHALL BE STRIPED WITH 4 INCH WIDE BLUE STRIPES.

8. ACCESSIBLE RAMP MUST COMPLY WITH FEDERAL, DOD AND LOCAL ADA REQUIREMENTS. MAXIMUM

SLOPE SHALL BE 1:12.

9. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE STANDARDS OF THE CURRENT “MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES”.

10.COORDINATE BICYCLE RACK PAD DIMENSIONS WITH THE BICYCLE RACK MANUFACTURER'S

RECOMMENDATIONS OR REQUIREMENTS. FOR BICYCLE RACK INFORMATION SEE SPECIFICATION 055000.

CONCRETE ANCHORAGE FOR BICYCLE RACK SHALL BE PER MANUFACTURER'S INSTALLATION

PROCEDURE.

STRUCTURAL

STOOP (TYP.)

C-501

8' SIDEWALK

BOLLARD

C-501

BOLLARD

(TYP. OF 2)

CONNECT TO EXIST.

PAVEMENT

CONNECT

TO EXIST.

PAVEMENT

10.5'x6' CONCRETE

EQUIPMENT PAD

(SEE NOTE 5}

2' CURB

OPENING

2'

LAWN

LAWN

18'

(TYP.)

T

Y P

C-500

C-500

BICYCLE RACK

AND CONC. PAD

FOR 2 BICYCLES,

SEE NOTE 10

C-503

MECHANICAL EQUIPMENT

CONCRETE PADS.

(SEE GENERAL NOTE 5 )

4'x18.5' PAD

3'x5' PAD

R=5'

TAPERED

CURB END

C-500

2'

LAWN

LAWN

LAWN

LAWN

LAWN

LAWN

BOLLARDS

10'x8' CONCRETE

EQUIPMENT PAD

(SEE NOTE 5}

CONC. CURB

CONC. CURB

EXIST. CURB

CHAIN LINK

FENCE

CONCRETE SIDEWALK

C-500

LAWN

LAWN

24'x60'

TEMPORARY HOUSING

TRAILER

(SEE NOTES)

TEMPORARY HOUSING TRAILER NOTES :

1. CONTRACTOR TO PROVIDE TEMPORARY HOUSING TRAILER AS MANUFACTURED

BY WILLIAM SCOTSMAN OR APPROVED EQUAL. COORDINATE REQUIRED FLOOR

PLAN AND AMENITIES WITH BCE AND MANUFACTURER.

AMENITIES LIST:

SLEEP 6 INDIVIDUALS

KITCHEN

BATHROOM WITH SHOWER AND ONE TOILET

AIRCONDITIONING AND HEATING

ACCESS STEPS

2. CONTRACTOR SHALL INCLUDE ALL COST ASSOCIATED WITH SUPPLY OF

TEMPORARY HOUSING TRAILER INCLUDING THE FOLLOWING DELIVERY AND

INSTALLATION COSTS:

FUEL SURCHARGE

TIE DOWNS

BLOCK AND LEVELING

VINYL SIDING

UTILITY CONNECTIONS

RETURN FREIGHT

AS WELL AS THE FOLLOWING RETURN COSTS :

FUEL SURCHARGE

TIE DOWN REMOVAL

SKIRT REMOVAL

TEAR DOWN

UTILITY DISCONNECTIONS

RETURN FREIGHT

3. TEMPORARY HOUSING SHALL BE IN PLACE UNTIL BUILDING CONSTRUCTION IS

FULLY COMPLETE.

ISSUE FOR BIDLRM DLL

10/15/14

TAPERED

CURB END

C-500

5'x8' SIDEWALK

GENERAL NOTES:

1. ALL SITE WORK INDICATED IN THIS DRAWING IS

PART OF (P-341) "ADD" PROJECT. PROJECT NO.

WKVB099052. UNLESS INDICATED OTHERWISE.

2. CONTRACTOR SHALL DIVIDE THE COST FOR

TEMPORARY HOUSING AS FOLLOWS:

- 60% COST TO "REPAIR" WKVB002397

- 40% COST TO "ADD" WKVB099052

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POLE

W

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PAD

W

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CONC.

COVER

YELLOW LINE

RED LINE

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no. date descriptionby

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

NEW YORK AIR NATIONAL GUARD

106TH RESCUE WING

FRANCIS S. GABRESKI AIRPORT

WESTHAMPTON BEACH, NEW YORK

WKVB002397

WKVB099052

69623

REPAIR & ADD TO FIRE STATION

C O P Y R I G H

R N

D

O N

N E

G

I N

E E

R I N

G

C

O M

P A

N Y

I N

C

DECEMBER 3, 2012 M. FERNANDEZ

L. MONZON D. LENZ

UTILITY PLAN

C-102 0

69623-C102.DWG

SCALE IN FEET

20'10' 40'

PROPOSED STORM LINE

PROPOSED FIRE LINE

LEGEND:

PROPOSED SANITARY SEWER LINE

EXISTING FIRE STATION

BLDG. 300

MOEN STREET

3780 SF

BUILDING

ADDITION

PROPOSED UNDERGROUND ELECTRIC

BLDG 358

BLDG 235

PROPOSED MANHOLE

24"

CURB INLET

8" DIP

PIV

WET TAP

CONNECT TO EXISTING

CONNECT

TO EXISTING

I:\USAIRNG\69623\CAD\CIVIL\69623-C102.DWG 10/14/2014 2:41 PM FPASCERI

P

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BEND

RELOCATE CATHODIC

PROTECTION METER, SO IT

DOES NOT INTERFERE NEW

BLDG. DOOR. COORDINATE

NEW LOCATION WITH

CONTRACTING OFFICER.

VEHICLE

STORAGE

CONNECT TO

EXISTING.

INV. = 38.00

P

V

C

MATCH EXISTING

INVERT (VIF)

S

GENERAL UTILITY NOTES:

1. ALL PIPE SIZES ARE IN INCHES UNLESS

INDICATED OTHERWISE.

2. FOR ELECTRICAL UTILITIES SEE DRAWING

E-002.

3. CONTRACTOR IS RESPONSIBLE FOR

COORDINATING ALL BUILDING

CONNECTIONS WITH BUILDING

CONTRACTOR AND THE INFORMATION

PROVIDED ON MECHANICAL AND

ELECTRICAL DRAWINGS FOR EACH

FACILITY.

4. CONTRACTOR SHALL CONTACT THE

CONTRACTING OFFICER AND ALL

ASSOCIATED UTILITY COMPANIES AND

AGENCIES TO IDENTIFY THE LOCATION OF

UTILITIES PRIOR TO COMMENCEMENT OF

WORK.

5. CONTRACTOR SHALL COORDINATE ALL

REQUIRED UTILITY SHUTDOWNS FOR

UTILITY CONNECTIONS WITH THE

CONTRACTING OFFICER.

6. CONNECTION TO EXISTING WATER, GAS,

SEWER, AND STORM MAINS SHALL BE

CONSTRUCTED IN ACCORDANCE WITH ALL

REQUIREMENTS OF ASSOCIATED UTILITY

COMPANIES AND AGENCIES.

7. CONTRACTOR IS RESPONSIBLE FOR

COORDINATING AND PAYING ALL UTILITY

CONNECTION FEES AND OBTAINING ALL

PERMITS REQUIRED FOR THE UTILITY

CONSTRUCTION AND CONNECTIONS. THIS

INCLUDES ALL FEES ASSOCIATED WITH

CONNECTION CHARGES AND METERS.

8. SEE DETAIL 1 ON DRAWING C503 FOR

TYPICAL PIPE TRENCH DETAIL.

9. THE MINIMUM DEPTH OF COVER FOR

UTILITIES SHALL BE AS FOLLOWS UNLESS

INDICATED OTHERWISE:

a. WATER: 48 INCHES

b. FIRE PROTECTION: 48 INCHES

c. ELECTRICAL AND COMMUNICATION:

24 INCHES

d. ALL OTHER UTILITIES: 36 INCHES

10. ALL UNDERGROUND UTILITIES ARE

SUBJECT TO ACCEPTANCE TESTING AND

INSPECTION METHODS DETAILED IN THE

SPECIFICATIONS, WHICH MAY INCLUDE

VIDEO CAMERA INSPECTION.

11. ANY CHANGES TO PROPOSED UTILITY

DESIGN SHALL BE APPROVED BY

CONTRACTING OFFICER.

WATER UTILITY NOTES:

1. THRUST BLOCKS OR JOINT RESTRAINTS

ARE REQUIRED AT ALL TEES, BENDS, OR

ELBOWS OF PRESSURIZED PIPING IN

ACCORDANCE WITH THE DRAWINGS,

SPECIFICATIONS, AND MANUFACTURER'S

RECOMMENDATIONS. SEE DETAIL 4 ON

DRAWING C504 FOR TYPICAL THRUST

BLOCK DETAIL.

2. WATER LINES SHALL BE INSTALLED A

MINIMUM OF 3.00 FEET BEHIND THE EDGE

OF PAVEMENT OR FACE OF CURB UNLESS

INDICATED OTHERWISE. SEE

SPECIFICATIONS FOR ADDITIONAL

CLEARANCE REQUIREMENTS FOR WATER

PIPING.

3. FIRE HYDRANTS SHALL BE INSTALLED A

MINIMUM OF 3.00 FEET AND A MAXIMUM

OF 6.00 FEET FROM EDGE OF PAVEMENT

OR FACE OF CURB AND A MINIMUM OF 1.00

FEET FROM EDGE OF SIDEWALK UNLESS

INDICATED OTHERWISE. A RADIUS OF 3.00

FEET AROUND HYDRANT SHALL BE KEPT

CLEAR FOR FIRE DEPARTMENT ACCESS.

AREA BETWEEN CURB AND HYDRANTS

SHALL BE KEPT CLEAR OF

OBSTRUCTIONS.

4. CONTRACTOR SHALL COORDINATE THE

INSTALLATION, TESTING, AND INSPECTION

OF ALL DOMESTIC WATER AND FIRE

WATER SYSTEMS WITH THE ASSOCIATED

UTILITY COMPANIES AND AGENCIES. SEE

SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS ON WATER UTILITY

TESTING AND INSPECTION.

SANITARY UTILITY NOTES:

1. ALL SANITARY SEWER BUILDING

CONNECTIONS ARE TO BE MADE USING

6.00 INCH LINES UNLESS INDICATED

OTHERWISE.

2. ALL SANITARY LINES ARE TO BE LAID AT A

UNIFORM SLOPE FROM THE BUILDING

CONNECTIONS TO THE CONNECTING

SEWER AND BETWEEN UTILITY

STRUCTURES.

3. SEWER LINES SHALL BE INSTALLED A

MINIMUM OF 10.00 FEET HORIZONTALLY

FROM ADJACENT WATER LINES UNLESS

INDICATED OTHERWISE. SEE

SPECIFICATIONS FOR ADDITIONAL

CLEARANCE REQUIREMENTS FOR

SANITARY PIPING.

4. SEWER LINES SHALL BE INSTALLED

BELOW WATER LINES WITH A MINIMUM

VERTICAL SEPARATION OF 18 INCHES

UNLESS INDICATED OTHERWISE. SEE

DETAIL 2 ON DRAWING C-503 FOR

SANITARY SEWER…