Drawing_Vol_1B_.pdf

GAS RISER

GAS VAULT

GAS METER

TELEPHONE MANHOLE

GAS VALVE

COMMUNICATIONS MANHOLE

COMMUNICATIONS VAULT

UTILITY POLE

LIGHT POLE

GUY WIRE ANCHOR

TELEPHONE VAULT

ELECTRIC MANHOLE

ELECTRIC VAULT

WATER VAULT

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE

POST INDICATOR VALVE

WATER VALVE

WATER METER

CATCH BASIN

HEADWALL

CURB INLET

STORM DRAIN MANHOLE

FIRE DEPARTMENT CONNECTION

FIRE HYDRANT

BOLLARD

FLAGPOLE

TREE

LEGEND

EXISTING NEW

SIGN

DESCRIPTION

ELECTRIC TRANSFORMER

UNDERGROUND ELECTRIC LINE

SANITARY SEWER FORCE MAIN

OVERHEAD ELECTRIC LINE

FIRE WATER LINE

DOMESTIC WATER LINE

STORM DRAIN LINE

SANITARY SEWER LINE

CONSTRUCTION LIMITS / PROJECT LIMIT LINE

CENTERLINE

CONTOUR (MINOR)

CONTOUR (MAJOR)

NATURAL GAS LINE

NEW SIDEWALK

NEW ASPHALT PAVEMENT

UNDERGROUND COMM./TELEPHONE LINE

OVERHEAD COMMUNICATION/TELEPHONE LINE

WIND CONE

EXISTING ASPHALT PAVEMENT

NEW CONCRETE PAVEMENT (HANGAR APRON)

G

EXISTING CONCRETE PAVEMENT

x

E x

NEW CONCRETE PAVEMENT (ACCESS ROAD)

WATER ISOLATION VALVE

L

ADMIN ADMINISTRATION

AFFF AQUEOUS FILM FORMING FOAM

B-B BACK TO BACK

BC BACK OF CURB

BLDG BUILDING

C CENTERLINE

CL CLEARANCE

CONST CONSTRUCT

CO CLEANOUT

C-C CENTER TO CENTER

DIA DIAMETER

DIP DUCTILE IRON PIPE

DW DOMESTIC WATER

E EAST

ELEC ELECTRIC

ELEV ELEVATION

EXIST EXISTING

EX EXISTING

F-F FACE TO FACE

FC FACE OF CURB

FH FIRE HYDRANT

F FLOWLINE

HNGR HANGAR

HOR HORIZONTAL

IAW IN ACCORDANCE WITH

LF LINEAR FEE

MAT'L MATERIAL

MIN MINIMUM

MH MANHOLE

N NORTH

NO NUMBER

OC ON CENTER

O/W OIL/WATER

OCEW ON CENTER EACH WAY

P PROPERTY LINE

PVC POLYVINYL CHLORIDE

PC PORTLAND CEMENT

PCC PORTLAND CEMENT CONCRETE

PC CONC PORTLAND CEMENT CONCRETE

PG PROFILE GRADE

PIV POST INDICATOR VALVE

QD QUANTITY DISTANCE

RCP REINFORCED CONCRETE PIPE

REQ'D REQUIRED

R/W RUNWAY

S SOUTH

SAN SANITARY

SD STORM DRAIN

SE SPOT ELEVATION

SIM SIMILAR

SS SANITARY SEWER

STA STATION

STR STRUCTURE

SW SIDEWALK

TYP TYPICAL

TC TOP OF CURB

T/G TOP OF GRATE

TT/R TOP OF RIM

TS TOP OF SURFACE

TP TOP OF PAVEMENT

UD UNDERDRAIN

UGC UNDERGROUND COMMUNICATIONS

UGE UNDERGROUND ELECTRIC

VERT VERTICAL

W WATER

W WEST

WV WATER VALVE

XFMR TRANSFORMER

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REFERENCE

NUMBER

US Army Corps of Engineers

New York District

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1"

J B

M c G u i r e D i x L a k e h u r s t

N e w r s e y

15891

RUSSELL

FRANK

KETNER

C-001

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NOTE: NOT ALL SYMBOLS AND ABBREVIATIONS ARE USED ON THIS PROJECT

GENERAL NOTES

1. INTENT

THE SPECIFICATIONS AND CONSTRUCTION DRAWINGS ACCOMPANYING THEM DESCRIBE THE WORK TO BE

DONE AND THE MATERIALS TO BE FURNISHED FOR CONSTRUCTION.

THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND SUPPLEMENTARY.

HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED OR SPECIFIED ON ONE AND NOT THE OTHER, IT SHALL

BE DONE THE SAME AS IF SHOWN, INDICATED OR SPECIFIED IN BOTH. ADDITIONALLY, IN THE EVENT THERE IS

A CONFLICT BETWEEN THE CONTRACT DRAWINGS AND SPECIFICATIONS, THE SPECIFICATIONS SHALL

GOVERN.

THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY

FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN THE CONTRACT.

THE PURPOSE OF THE SPECIFICATIONS IS TO INTERPRET THE INTENT OF THE DRAWINGS AND TO

DESIGNATE THE METHOD OF THE PROCEDURE, TYPE AND QUALITY OF MATERIALS REQUIRED TO COMPLETE

THE WORK.

MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED AND SHALL BE CONSIDERED AS PART OF

WORK. NO CHANGES THAT ALTER THE CHARACTER OF THE WORK WILL BE MADE OR PERMITTED BY THE

GOVERNMENT WITHOUT ISSUING A CHANGE ORDER.

2. CONFLICTS

THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL MEASUREMENTS AT THE SITE

BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK. NO EXTRA CHARGE OR COMPENSATION SHALL

BE ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS INDICATED ON THE CONSTRUCTION

DRAWINGS. ANY SUCH DISCREPANCY IN DIMENSION WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE

GOVERNMENT FOR CONSIDERATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK IN THE

AFFECTED AREAS.

THE CONTRACTOR WILL NOT BE ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY MATTER OR

THING CONCERNING WHICH HE MIGHT HAVE INFORMED HIMSELF PRIOR TO THE BIDDING.

NO PLEAS OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF DIFFICULTIES OR CONDITIONS THAT EXIST, OR

OF DIFFICULTIES OR CONDITIONS THAT MAY BE ENCOUNTERED OR OF ANY OTHER RELEVANT MATTER

CONCERNING THE WORK TO BE PERFORMED OR IN THE EXECUTION OF THE WORK WILL BE ACCEPTED AS AN

EXCUSE FOR ANY FAILURE OR OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF

ALL THE REQUIREMENTS OF THE CONTRACT DOCUMENTS GOVERNING THE WORK.

3. FIELD QUALITY CONTROL

COMPACTION SHALL BE 95% IN ACCORDANCE WITH ASTM D-1557 FOR ALL SITE WORK UNLESS OTHERWISE

SHOWN. AREAS OF SETTLEMENT WILL BE EXCAVATED AND REFILLED AT CONTRACTOR'S EXPENSE.

TECHNICAL PROVISIONS

1. CONSTRUCTION STAKING

THE GOVERNMENT HAS ESTABLISHED HORIZONTAL AND VERTICAL CONTROLS FOR THE EXECUTION OF

CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL CONSTRUCTION STAKES.

THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING COORDINATE AND ELEVATION PRIOR TO BEGINNING

DEMOLITION.

2. ADJUSTMENT OF EXISTING STRUCTURES

THIS WORK SHALL CONSIST OF THE NECESSARY ADJUSTMENTS. ALTERATIONS, RELOCATING OR RESETTING, TO THE REQUIRED GRADE AND ALIGNMENT OF EXISTING STRUCTURES, EQUIPMENT OR APPURTENANCES

WHICH ARE NOT TO BE REMOVED OR ABANDONED AND WHICH ARE NOT THE PROPERTY OF A PRIVATE

COMPANY, FIRM OR CORPORATION REQUIRED TO MOVE THEIR OWN PROPERTY, IN ACCORDANCE WITH

THESE PROVISIONS AND REASONABLY CLOSE CONFORMITY WITH THE LINES, GRADES, ELEVATIONS AND

DIMENSIONS SHOWN ON THE PLANS OR ESTABLISHED BY THE CONTRACTING OFFICER.

3. PROTECTION OF EXISTING STRUCTURES

THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHEETING, SHORING, AND OTHER BRACING AND

SUPPORTS TO PROTECT IMPROVEMENTS ADJACENT TO THE CONSTRUCTION. THIS WORK SHALL BE

INCIDENTAL AND SHALL NOT BE PAID FOR SEPARATELY. DAMAGE TO AREAS OUTSIDE OF THE WORK AREA

SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.

4. INCIDENTAL WORK

ANY ITEM NOT COVERED IN THE SPECIFICATIONS OR IN THESE PROVISIONS SHALL BE CONSIDERED AS

INCIDENTAL CONSTRUCTION FOR WHICH THE CONTRACTOR IS RESPONSIBLE.

5. FINAL CLEANUP

UPON COMPLETION OF THE WORK, AND BEFORE ACCEPTANCE AND FINAL PAYMENT WILL BE MADE, THE

CONTRACTOR SHALL CLEAN AND REMOVE, FROM THE SITE OF WORK, SURPLUS AND DISCARD MATERIAL, TEMPORARY STRUCTURES, STUMPS, OR PORTIONS OF TREES AND DEBRIS OF ANY KIND. THE CONTRACTOR

SHALL LEAVE THE SITE OF WORK IN A NEAT AND ORDERLY CONDITION. WASTE MATERIALS (BROKEN

CONCRETE, ASPHALT AND EXCAVATED MATERIAL) REMOVED FROM THE SITE OF THE WORK SHALL BE

DISPOSED OF OFF BASE.

AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS ARE TO BE COMPLETELY RESTORED BY THE

CONTRACTOR AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER, IN

COORDINATION WITH THE CHIEF OF AIRFIELD MANAGEMENT.

6. PUBLIC CONVENIENCES AND SAFETY

MATERIALS STORED ABOUT THE WORK SITE SHALL BE SO PLACED AND THE WORK SHALL AT ALL TIMES BE

SO CONDUCTED AS TO CAUSE NO GREATER OBSTRUCTION TO THE TRAVELING PUBLIC THAN IS

CONSIDERED NECESSARY BY THE CONTRACTING OFFICER. THE SIDEWALKS, AND PRIVATE

DRIVEWAYS SHALL BE KEPT OPEN TO ALLOW FOR THE FREE PASSAGE OF VEHICLES AND PEDESTRIANS, PROVIDED THAT, WHERE THE BRIDGING IS IMPRACTICAL OR UNNECESSARY, IN THE OPINION OF THE

CONTRACTING OFFICER, THE CONTRACTOR MAY MAKE ARRANGEMENTS SATISFACTORY TO THE

CONTRACTING OFFICER FOR THE DIVERSION OF TRAFFIC AND SHALL, AT HIS OWN EXPENSE, PROVIDE ALL

MATERIALS AND PERFORM WORK NECESSARY FOR THE CONSTRUCTION AND MAINTENANCE OF ROADWAYS

AND BRIDGES FOR THE DIVERSION OF TRAFFIC. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT

HEADQUARTERS WHEN ANY STREET IS CLOSED OR OBSTRUCTED AND WHEN DIRECTED BY THE

CONTRACTING OFFICER, SHALL KEEP ANY STREET(S) IN CONDITION FOR UNOBSTRUCTED USE OF FIRE

APPARATUS.

7. PROTECTION AND RESTORATION OF PROPERTY

THE CONTRACTOR SHALL NOT ENTER UPON PRIVATE PROPERTY FOR ANY PURPOSE WITHOUT FIRST

OBTAINING PERMISSION AND HE SHALL BE RESPONSIBLE FOR THE PRESERVATION OF AND SHALL USE

EVERY PRECAUTION NECESSARY TO PREVENT DAMAGE TO ALL TREES, FENCES, CULVERTS, BRIDGES, PAVEMENTS, DRIVEWAYS, SIDEWALKS, ETC. TO ALL WATER, SEWER, GAS, OR ELECTRICAL LINES OR

APPURTENANCES THEREOF AND TO ALL OTHER PUBLIC OR PRIVATE PROPERTY ALONG OR ADJACENT TO

WORK. THE CONTRACTOR SHALL NOTIFY THE PROPER REPRESENTATIVES OF ANY PUBLIC SERVICE

CORPORATION, AND COMPANY, OR ANY INDIVIDUAL NOT LESS THAN TWENTY-FOUR (24) HOURS IN ADVANCE

OF ANY WORK WHICH MIGHT DAMAGE OR INTERFERE WITH THE PREPARATION OF THEIR OR HIS PROPERTY, ALONG OR ADJACENT TO THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE OR

INJURY TO PROPERTY OR ANY CHARACTER RESULTING FROM AN ACT, OMISSION, NEGLECT, OR

MISCONDUCT IN THE MANNER OR METHOD OF EXECUTING THE WORK OR DUE TO HIS NON-EXECUTION OF

THE WORK OR AT ANY TIME DUE TO DEFECTIVE WORK OR MATERIALS, AND SAID RESPONSIBILITY SHALL NOT

BE RELEASED UNTIL THE WORK SHALL HAVE BEEN COMPLETED AND ACCEPTED, WHEN AND WHERE ANY

DIRECT OR MISCONDUCT IN THE EXECUTION OF THE WORK OR IN CONSEQUENCE OF THE NON-EXECUTION

THEREOF, ON THE PART OF THE CONTRACTOR, HE SHALL RESTORE AT HIS EXPENSE, SUCH PROPERTY TO A

CONDITION SIMILAR OR EQUAL TO THE EXISTING BEFORE SUCH DAMAGE OR INJURY WAS DONE, BY

REPAIRING, REBUILDING, OR OTHERWISE RESTORING AS MAY BE DIRECTED OR HE SHALL MAKE GOOD FOR

SUCH DAMAGE OR INJURY IN AN ACCEPTABLE MANNER.

8. REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK

ALL WORK WHICH HAS BEEN REJECTED OR CONDEMNED SHALL BE REPAIRED OR IF IT CANNOT BE

SATISFACTORILY REPAIRED, IT SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.

DEFECTIVE MATERIALS SHALL BE REMOVED IMMEDIATELY FROM THE SITE OF THE WORK.

WORK DONE WITHOUT LINES AND GRADES HAVING BEEN GIVEN, WORK DONE BEYOND THE LINES OR NOT IN

CONFORMITY WITH GRADES SHOWN ON THE PLANS OR AS GIVEN, SAVE AS HEREIN PROVIDED, WORK DONE

WITHOUT PROPER INSPECTION, OR ANY EXTRA OR UNCLASSIFIED WORK DONE WITHOUT WRITTEN

AUTHORITY AND PRIOR AGREEMENT IN WRITING AS TO PRICES, WILL BE DONE AT THE CONTRACTOR'S RISK

AND WILL BE CONSIDERED UNAUTHORIZED, AND, AT THE OPTION OF THE CONTRACTING OFFICER, MAY NOT

BE MEASURED AND PAID FOR AND MAY BE ORDERED REMOVED AT THE CONTRACTOR'S EXPENSE.

UPON FAILURE OF THE CONTRACTOR TO SATISFACTORILY REPAIR OR TO REMOVE AND REPLACE, IF SO

DIRECTED, ANY REJECTED, UNAUTHORIZED, OR CONDEMNED WORK OR MATERIALS IMMEDIATELY AFTER

RECEIVING NOTICE FROM THE CONTRACTING OFFICER, THE CONTRACTING OFFICER SHALL, AFTER GIVING

WRITTEN NOTICE TO THE CONTRACTOR, HAVE THE AUTHORITY TO CAUSE DEFECTIVE WORK TO BE

REMEDIED AND REPLACED AND TO DEDUCT THE COST THEREOF FROM ANY COMPENSATION DUE OR TO

BECOME DUE THE CONTRACTOR. IF THE CONTRACTING OFFICER AND GOVERNMENT DEEM IT NOT

EXPEDIENT TO CORRECT THE WORK DAMAGED OR DONE NOT IN ACCORDANCE WITH THE CONTRACT, AN

EQUITABLE DEDUCTION FROM THE CONTRACT PRICE SHALL BE MADE THEREOF.

9. CLEARING AND GRUBBING

THE CONTRACTOR SHALL USE EVERY PRECAUTION NECESSARY TO PREVENT DAMAGE TO ALL TREES, SHRUBS, FENCES, DRIVEWAYS, ETC., ADJACENT TO THE LINE OF CONSTRUCTION.

EXCEPT IN AREAS TO BE CLEARED, DO NOT REMOVE, CUT, DEFACE, INJURE, OR DESTROY TREES OR

SHRUBS WITHOUT THE CONTRACTING OFFICER'S PERMISSION. DO NOT FASTEN OR ATTACH ROPES, CABLES, OR GUYS TO EXISTING NEARBY TREES FOR ANCHORAGES UNLESS AUTHORIZED BY THE CONTRACTING

OFFICER. WHERE SUCH USE OF ATTACHED ROPES, CABLES, OR GUYS IS AUTHORIZED, THE CONTRACTOR

WILL BE RESPONSIBLE FOR ANY RESULTANT DAMAGE.

10. EXCAVATION

EXCAVATION AND TRENCHING WORK SHALL INCLUDE REMOVAL AND SUBSEQUENT HANDLING OF ALL

MATERIALS EXCAVATED OR OTHERWISE REMOVED IN PERFORMANCE OF THE CONTRACT WORK,

REGARDLESS OF THE TYPE, CHARACTER, COMPOSITION OR CONDITION THEREOF.

EXCAVATION WORK SHALL BE PERFORMED IN A SAFE AND PROPER MANNER WITH SUITABLE PRECAUTIONS

BEING TAKEN AGAINST ALL HAZARDS. EXCAVATIONS SHALL PROVIDE ADEQUATE WORKING SPACE AND

CLEARANCES FOR THE WORK TO BE PERFORMED THEREIN.

EXCAVATED MATERIAL REQUIRED TO BE USED FOR BACKFILL MAY BE DEPOSITED BY THE CONTRACTOR IN

STORAGE PILES AT POINTS CONVENIENT FOR RE-HANDLING OF THE MATERIAL DURING THE BACK FILLING

OPERATIONS.

EXCAVATED MATERIAL REQUIRED TO BE WASTED SHALL BE DISPOSED OF BY THE CONTRACTOR, AND THE

DISPOSAL SHALL BE IN SUCH MANNER AS NOT TO OBSTRUCT THE DRAINAGE OR OTHERWISE IMPAIR THE

EFFICIENCY OR APPEARANCE OF ANY PART OF THE WORK. THE CONTRACTOR SHALL EXERCISE PROPER

PRECAUTIONS WHEN DISPOSING OF THE EXCAVATED MATERIAL OFF SITE, SUCH AS FLAG MEN, WARNING

SIGNS, ETC. FOR THE PROTECTION OF PERSONS AND PROPERTY AND SHALL BE RESPONSIBLE FOR ALL

DAMAGES RELATED THEREIN.

11. UTILITY LINES

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES, WHETHER PRIVATE OR

PUBLIC, PRIOR TO EXCAVATING. THE INFORMATION AND DATA SHOWN WITH RESPECT TO THE EXISTING

UNDERGROUND FACILITIES AT OR ADJACENT TO THE SITE IS APPROXIMATED AND BASED ON INFORMATION

AND DATA FURNISHED BY THE TOPOGRAPHIC SURVEY, GOVERNMENT, OR OWNER OF SUCH UNDERGROUND

FACILITIES OR ON PHYSICAL APPURTENANCE OBSERVED IN THE FIELD. THE CONTRACTING OFFICER SHALL

NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA, AND, THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL INFORMATION OR

DATA, FOR LOCATING ALL UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND

PROTECTION THEREOF, AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK, THE COST OF

ALL WHICH WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. CONTRACTOR

SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR

SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES AT LEAST ONE WEEK PRIOR TO BEGINNING

CONSTRUCTION.

12. LAKEHURST REQUIREMENTS

UTILITY OUTAGES: ALL UTILITY OUTAGE REQUEST DATES AND TIMES WILL BE SET BY THE APPROPRIATE

GOVERNMENT AGENCY. EACH INDIVIDUAL OUTAGE REQUEST (ACCORDING TO THE TYPE OF OUTAGE) WILL

BE SET FOR EITHER NORMAL WORKING HOURS OR AFTER HOURS/WEEKENDS. OUTAGES SHALL BE

COORDINATED ON A CASE BY CASE BASIS THROUGH THE CONTRACTING OFFICER. UTILITY OUTAGES

FREQUENTLY AFFECT MORE THAN ONE FACILITY AND REQUIRE EXTENSIVE COORDINATION. THE

CONTRACTOR SHALL PERFORM ALL TESTS, HAVE PASSED ALL INSPECTIONS AS REQUIRED IN THE

SPECIFICATIONS AND/OR ON THE PROJECT DRAWINGS AND COORDINATE BETWEEN THE CONTRACTING

OFFICER AND/OR THEIR REPRESENTATIVE(S) AND GOVERNMENT SHOPS PRIOR TO REQUESTING THE UTILITY

OUTAGE. THE CONTRACTOR SHALL HAVE ON-SITE ALL TOOLS, EQUIPMENT AND MATERIALS REQUIRED PRIOR

TO THE START OF THE UTILITY OUTAGE. THE CONTRACTOR SHALL SUBMIT ALL REQUESTS FOR OUTAGES IN

ACCORDANCE WITH THE SPECIFICATIONS.

CONTRACTOR SHALL MAINTAIN RADIO COMMUNICATION WITH THE CONTROL TOWER DURING

CONSTRUCTION. RADIOS SHALL BE PROVIDED TO THE SUPERINTENDENT, QUALITY CONTROL MANAGER, AND

SITE SAFETY MANAGER BY THE CONTRACTOR. COORDINATE COMMUNICATION FREQUENCY REQUIREMENT

WITH THE CONTRACTING OFFICER.

AIRCRAFT MAY BE OPERATING 500' OR MORE DIRECTLY ABOVE THE CONSTRUCTION AREA.

COORDINATE ALL FLIGHTLINE SECURITY FENCING REMOVAL AND REPLACEMENT WITH JB MDL FLIGHTLINE

CONSTABLE. (609)-754-4490.

13. DRAINAGE

WHEN EXISTING SEWERS, DRAINS, OR DITCHES ARE BLOCKED, CUT, OPENED, OR REMOVED IN THE COURSE

OF THE WORK, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY OUTLETS AND CONNECTIONS.

HE SHALL PROVIDE FOR DISPOSAL OF ALL SEWAGE OR DRAINAGE UNTIL THE PERMANENT FACILITIES HAVE

BEEN RESTORED AND HE SHALL PROVIDE AND MAINTAIN ANY PUMPS, DIVERSIONS, PIPING, CONTAINERS, AND OTHER FACILITIES REQUIRED FOR THIS PURPOSE.

14. REMOVAL OF EXISTING STRUCTURES

MATERIALS WHICH ARE NOT DEEMED SALVAGEABLE BY THE CONTRACTING OFFICER SHALL BECOME THE

PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED TO A SUITABLE LOCATION OFF OF THE POST AND

DISPOSED OF BY THE CONTRACTOR IN A MANNER SATISFACTORY TO THE CONTRACTING OFFICER.

15. SHEETING, SHORING AND BRACING

THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING, SHORING, BRACING, AND OTHER MEASURES TO

PREVENT SLIDES, CAVE-INS, SETTLEMENT, DAMAGE TO EXISTING STRUCTURES, DAMAGE TO THE WORK, AND HAZARDS TO PERSONNEL, AND TO COMPLY WITH ALL EXISTING SAFETY LAWS AND REGULATIONS.

16. REMOVAL OF PAVING, DRIVEWAYS, ETC.

PAVEMENT AND SLABS, INCLUDING AGGREGATE BASE, SHALL BECOME THE PROPERTY OF THE

CONTRACTOR AND SHALL BE REMOVED TO A SUITABLE LOCATION OFF OF THE BASE AND DISPOSED OF BY

THE CONTRACTOR IN A MANNER SATISFACTORY TO THE CONTRACTING OFFICER.

17. GRADING AND LEVELING

STRAIGHT GRADE BETWEEN SPOT ELEVATIONS.

TO THE MAXIMUM EXTENT POSSIBLE, EXCESS EARTH OBTAINED FROM THE STRUCTURE AND TRENCH

EXCAVATION SHALL BE USED FOR LEVELING AND GRADING IN AREAS DESIGNATED ON THE PLANS.

TO ALLEVIATE DUST CONDITIONS DURING GRADING OPERATIONS, THE CONTRACTOR SHALL SPRINKLE

GRADING AT INTERVALS NECESSARY TO PREVENT DUSTING.

AFTER COMPLETION OF THE FINISHED WORK, THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL

AND SHALL GRADE THE AREA AS REQUIRED. THE FINAL GRADE SHALL BE DRESSED TO SMOOTH, EVEN

CONTOURS TO PROVIDE SATISFACTORY DRAINAGE.

18. SODDING

ALL AREAS DISTURBED DURING THE COURSE OF CONSTRUCTION SHALL BE LEVELED WITH 6" OF TOPSOIL

AND SODDED AS SPECIFIED UNLESS OTHERWISE SHOWN ON THE LANDSCAPING DRAWING.

19. TRAFFIC CONTROL DEVICES

THE CONTRACTOR IS RESPONSIBLE FOR THE REPLACEMENT/REPAIR OF ALL TRAFFIC CONTROL DEVICES

AND APPURTENANCES DAMAGED OR DISTURBED DUE TO CONSTRUCTION.

20. FOREIGN OBJECT DEBRIS (FOD)

WORK SITE SHALL BE MONITORED FOR FOREIGN OBJECT DEBRIS (FOD) CROSSING

ONTO THE EXISTING AND OPERATIONAL APRON ON A DAILY AND CONTINUOUS BASIS.

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SHEET

REFERENCE

NUMBER

US Army Corps of Engineers

New York District

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1"

G u i r e D i x L a k e h u r s t

N r s e y

15891

RUSSELL

FRANK

KETNER

C-002

G E

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9"

6.00' MAX

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9"

STEADY-BURN RED

OMNI-DIRECTIONAL LIGHT

STEADY-BURN RED

OMNI-DIRECTIONAL LIGHT

INSTALLATION PINS AS

DIRECTED BY THE

CONTRACTING OFFICER

SEE NOTE 2

NOTES:

1. BARRICADE TO BE LOW MASS; EASILY COLLAPSIBLE UPON CONTACT WITH AN AIRCRAFT OR ANY OF ITS

COMPONENTS; AND WEIGHTED OR ATTACHED TO THE SURFACE TO PREVENT DISPLACEMENT FROM PROP

WASH, JET BLAST, WING VORTEX, OR OTHER SURFACE WIND CURRENTS.

2. REFLECTIVE MATERIAL, ORANGE FLORESCENT AND WHITE FLUORESCENT DIAGONAL WILL BE PLACED ON

ALL FACES. MATERIAL WILL BE EITHER SCOTHLITE OR REFLEXITE MATERIAL.

3. STEADY-BURN RED LIGHTS WILL HAVE A MINIMUM OF 10 CANDLES EFFECTIVE INTENSITY.

RUNWAY

NUMERAL

RUNWAY

CENTERLINE

TAXIWAY

NUMERAL

RUNWAY

CENTERLINE

NOTES:

1. CLOSED TAXIWAY MARKINGS SHALL BE YELLOW.

2. CLOSED TAXIWAY MARKINGS SHALL BE PAINTED PLYWOOD OR COLORED FABRIC

SUFFICIENTLY WEIGHTED TO PREVENT MOVEMENT BY WIND, JET BLAST OR PROP

WASH.

3. MARKERS SHALL BE PLACED OVER EXISTING TAXIWAY NUMERALS.

4. UPON COMPLETION OF ALL WORK, CONTRACTOR SHALL REMOVE THE CLOSED

TAXIWAY MARKERS.

ISOMETRIC

FRONT ELEVATION SIDE ELEVATION

CLOSED RUNWAY MARKER

LOW PROFILE BARRICADE DETAILS

CLOSED TAXIWAY MARKER

D E

S C

R I P

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T I O

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SHEET OF

L a k e h u r s t

N

A E

S

C E

R D i g h t

A c t i v i t y

F a c i l i t y

F Y

D

2 3

C

4 5

A

B

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L I C

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I O

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N

O

F I L

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N

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C K

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B

Y

D E

S I G

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B

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S U

B M

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C O

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B

Y

U

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N G

I N

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D

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T R

I C

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N E

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Y

O R

K h t t p w w w n a n u s a c e a r m y m i l

T e l e p h o n e

F a x

B r o a d w a y

E x t

S t e

O k l a h o m a

C i t y

O

K

A r c h i t e c t s

E n g i n e e r s

P l a n n e r s

F S

B

S O

L B

N

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D

SHEET

REFERENCE

NUMBER

US Army Corps of Engineers

New York District

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1"

G u i r e D i x L a k e h u r s t

N r s e y

15891

RUSSELL

FRANK

KETNER

C-003

C O

N T

R A

C T

R

C

E S

S

C

O N

T R

O L

O P

E R

A T

I O

S

T

T

A I L

S

G R

M

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F K

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B

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C i v i l S h e e t s

C

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X d w g

A

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C

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X X d w g

A

M

GENERAL NOTES

MATERIAL STORAGE, AND STAGING LOCATIONS

A. THE LOCATION OF THE CONTRACTOR'S

STORAGE AREA, STAGING AREA, AND

CONSTRUCTION TRAILER SHALL BE

COORDINATED WITH AND APPROVED BY THE

BASE CIVIL ENGINEER'S (BCE) OFFICE THROUGH

THE CONTRACTING OFFICER.

B. ALL WHEELED EQUIPMENT AND MATERIALS

MUST BE RETURNED TO THE STAGING AREA AT

THE END OF EACH WORK DAY. TRACKED

EQUIPMENT (PAVERS, ROLLERS, MILLS), MAY

STAY IN THE CONSTRUCTION AREA, BUT SHALL

BE MARKED WITH A STEADY-BURN RED LIGHT.

C. STOCKPILES OF AGGREGATE AND OTHER

STORED MATERIALS WILL BE WITHIN THE

STAGING AND STORAGE AREAS AND MUST NOT

PENETRATE ACTIVE RUNWAY CLEAR ZONES.

GENERAL NOTES

SECURITY

A. THE WORK SITE IS A SECURED LOCATION. THE

SITE MUST REMAIN SECURED THROUGHOUT

THE PROJECT. FENCING IS NOT REQUIRED.

VEHICLES AND BUILDINGS MUST BE LOCKED

WHEN NOT IN USE.

B. THE CONTRACTOR WILL PROVIDE THE

CONTRACTING OFFICER WITH A LIST OF

PERSONNEL WORKING ON THE PROJECT.

C. ALL CONTRACTING PERSONNEL WORKING ON

THE PROJECT WILL BE REQUIRED TO OBTAIN

ACCESS BADGE FROM JOINT BASE

McGUIRE-DIX-LAKEHURST. THIS REQUIRES A

FULL BACKGROUND CHECK OF EACH EMPLOYEE,

WHICH CAN TAKE UP TO 14 DAYS TO COMPLETE.

D. ALL COSTS RELATING TO ACCESS AND

SECURITY WILL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

CONTRACTOR ACCESS

A. THE CONTRACTOR'S ACCESS WILL BE AS

SHOWN. THE CONTRACTOR WILL BE

RESPONSIBLE FOR COORDINATING ALL ACCESS

FROM LOCAL ROADS WITH JOINT BASE

McGUIRE-DIX-LAKEHURST OFFICIALS AS WELL

AS ANY OTHER APPROPRIATE AGENCY

RESPONSIBLE FOR THE ROADWAY. ANY

PERMITS, SIGNAGE OR LIGHTING REQUIRED FOR

ACCESS BY THESE AGENCIES MUST BE IN PLACE

PRIOR TO INITIATING WORK.

B. ALL VEHICLES MUST REMAIN ON THE

APPROPRIATE ROADWAYS, AND MUST NOT

DEVIATE FROM THE APPROVED ROUTE UNLESS

APPROVED BY THE CONTRACTING OFFICER.

C. ALL PAVEMENTS, ROADWAYS, DRIVES AND ANY

OTHER AREA USED BY THE CONTRACTOR AS A

HAUL ROAD WILL BE MAINTAINED AND REPAIRED

IN KIND BY THE CONTRACTOR TO THE

SATISFACTION OF THE CONTRACTING OFFICER.

THE CONTRACTOR AND THE CONTRACTING

OFFICER SHALL REVIEW THE HAUL ROUTES

INTENDED FOR USE DURING CONSTRUCTION

AND AGREE TO THE PRE-EXISTING CONDITION

PRIOR TO BEGINNING ANY WORK. IT IS

SUGGESTED THAT A VIDEO TAPE OF THE HAUL

ROUTE BE MADE PRIOR TO HAULING. NO

ADDITIONAL COMPENSATION WILL BE MADE TO

THE CONTRACTOR FOR REPAIR OR ANY

DAMAGE CAUSED BY HIS OPERATIONS.

D. ANY DAMAGE CAUSED BY THE CONTRACTOR'S

HAUL OPERATIONS OVER TAXIWAY PAVEMENT

SHALL BE REPAIRED BY THE CONTRACTOR AT

NO COST TO THE GOVERNMENT TO THE

SATISFACTION OF THE CONTRACTING OFFICER.

THE CONTRACTOR AND CONTRACTING OFFICER

SHALL AGREE TO THE CONDITION OF THE

EXISTING PAVEMENT PRIOR TO BEGINNING

CONSTRUCTION OPERATIONS.

E. THE CONTRACTOR WILL CONTROL DUST ON THE

ACCESS AND HAUL ROADS AND WITHIN THE

WORK AREA AS DIRECTED BY THE

CONTRACTING OFFICER.

F. ALL VEHICLES WILL BE MARKED WITH A

FLASHING YELLOW BEACON, A FLAG, AND

IDENTIFIED WITH A SIGN ON THE DRIVER'S

DOOR. THE FLAG WILL NOT BE LESS THAN

3-FOOT SQUARE CONSISTING OF A CHECKERED

PATTERN OF INTERNATIONAL ORANGE AND

WHITE SQUARES OF NOT LESS THAN ONE FOOT

ON EACH SIDE AND DISPLAYED IN FULL VIEW

ABOVE THE VEHICLE.

G. ALL CONTRACTOR VEHICLES ON THE AIRFIELD

MUST HAVE A POV PASS DISPLAYED. AIRFIELD

MANAGEMENT WILL PROVIDE POV PASSES TO

CONTRACTOR VEHICLES. CONTRACTORS MUST

PROVIDE VEHICLE REGISTRATION, PROOF OF

INSURANCE AND DESCRIPTION. ALL

CONTRACTORS DRIVING ON THE AIRFIELD MUST

ATTEND A ONE HOUR AIRFIELD DRIVING

COURSE CONDUCTED BY THE ASSISTANT

AIRFIELD MANAGER PRIOR TO START OF

CONSTRUCTION.

CONTRACTOR OPERATIONS

A. CONTRACTOR SHALL MAINTAIN RADIO

COMMUNICATION WITH THE CONTROL TOWER

DURING CONSTRUCTION. RADIOS SHALL BE

PROVIDED TO THE SUPERINTENDENT, QUALITY

CONTROL MANAGER, AND SITE SAFETY

MANAGER BY THE CONTRACTOR. COORDINATE

COMMUNICATION FREQUENCY REQUIREMENTS

WITH THE CONTRACTING OFFICER.

B. AIRCRAFT MAY BE OPERATING 500' OR MORE

DIRECTLY ABOVE THE CONSTRUCTION AREA.

C. AREAS DISTURBED BY THE CONTRACTOR'S

OPERATIONS ARE TO BE COMPLETELY

RESTORED BY THE CONTRACTOR AT THE

CONTRACTOR'S EXPENSE TO THE

SATISFACTION OF THE CONTRACTING OFFICER,

IN COORDINATION WITH THE CHIEF OF AIRFIELD

MANAGEMENT.

x x x x x x x x x x x x x x x x x x

(TYP)

(TYP)

(TYP)

CLEAR AND GRUB

LIMIT LINE (TYP)

REMOVE EXISTING ROCK RIP-RAP

RE:CG103 FOR ADDITIONAL INFORMATION

EXISTING

CRYOGENICS

BUILDINGS

CLEAR AND GRUB

LIMIT LINE (TYP)

REMOVE EXISTING

DEER FENCE TO EXTENTS

SHOWN, RE:CS101 FOR

ADDITIONAL INFORMATION

EXISTING TREE

LINE (TYP)

R O

U N

D S

R O

A D

R

O

C

K

W

E

L

A

D

C

A

L

M

A

D

R

U

N

W

Y

EXISTING TREE

LINE (TYP)

D E

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SHEET OF

L a k e h u r s t

N

A E

S

C E

R D i g h t

A c t i v i t y

F a c i l i t y

F Y

D

2 3

C

4 5

A

B

S O

L I C

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A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

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Y

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D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

S I Z

E

S U

B M

I T

T E

D

B

Y

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T

E

C O

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A N

S I

D

P L

O T

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D

B

Y

U

S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

N E

W

Y

O R

K h t t p w w w n a n u s a c e a r m y m i l

T e l e p h o n e

F a x

B r o a d w a y

E x t

S t e

O k l a h o m a

C i t y

O

K

A r c h i t e c t s

E n g i n e e r s

P l a n n e r s

F S

B

S O

L B

N

U M

B

W F

Y Q

D

SHEET

REFERENCE

NUMBER

US Army Corps of Engineers

New York District

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1"

G u i r e D i x L a k e h u r s t

N r s e y

15891

RUSSELL

FRANK

KETNER

CD100

O V

E R

A L

L

D

E M

O L

I T

I O

N

P

L A

N

G R

M

J M

S R

F K

D J A

H P

R J

B

I M

C i v i l S h e e t s

C D

X

X X d w g

A

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C

D X

X X d w g

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N

CD101

CD101

GENERAL NOTES

A.REFER TO SHEET V-101 FOR BASIS OF VERTICAL

AND HORIZONTAL CONTROL.

B.REFER TO SHEET C-002 FOR ADDITIONAL NOTES

AND REQUIREMENTS.

C.DIMENSIONS SHOWN ARE TO BACK OF CURB/EDGE

OF PAVEMENT UNLESS OTHERWISE NOTED.

D.THE DEMOLITION PLAN IS INTENDED TO SERVE AS

AN AID TO VISUALIZE THE APPROXIMATE EXTENT

OF THE DEMOLITION WORK. DEMOLITION WORK IN

THIS CONTRACT INCLUDES ALL EXISTING

OBJECTS, MATERIALS OR FEATURES, ETC., AS

SHOWN ON THE DRAWINGS, THAT MUST BE

REMOVED TO CONSTRUCT NEW WORK.

E. CONTRACTOR SHALL EXERCISE CARE TO AVOID

DAMAGE TO EXISTING PAVEMENT TO REMAIN. ANY

DAMAGE TO EXISTING PAVEMENT TO REMAIN

SHALL BE REPAIRED TO THE OWNER'S

SATISFACTION AT THE CONTRACTOR'S EXPENSE.

EXCEPTIONS: PAVEMENT DEMOLITION AND

REPLACEMENT SHALL INCLUDE A 12-INCH WIDE

STRIP WHERE NEW PAVEMENT IS CONNECTED TO

EXISTING PAVEMENT AND TRENCHES REQUIRE

12-INCH WIDE STRIPS ON BOTH SIDES

F. UTILITY LINES ARE FROM THE TOPOGRAPHICAL

SURVEY. REFER TO SHEET V-101 FOR “UTILITY

WARNING”. THE CONTRACTOR SHALL

FIELD-VERIFY THE LOCATION AND DEPTHS OF ALL

UTILITIES. CARE SHALL BE EXERCISED TO AVOID

DAMAGE TO EXISTING UTILITY LINES AND

PREVENT LOSS OF SERVICE TO ADJACENT

FACILITIES. ANY DAMAGE TO EXISTING UTILITIES

SHALL BE REPAIRED TO THE OWNER'S

SATISFACTION AT THE CONTRACTOR'S EXPENSE.

G.CONSTRUCTION FENCE, AS REQUIRED, SHALL BE

PLACED ALONG THE PROJECT LIMIT LINE EXCEPT

WHERE SHOWN OTHERWISE ON THIS PLAN. AREAS

OUTSIDE THE CONSTRUCTION FENCE BUT INSIDE

THE PROJECT LIMIT LINE SHALL BE COORDINATED

IN CONSTRUCTION PHASING SO AS TO MINIMIZE

DISRUPTION OF TRAFFIC AND PEDESTRIAN

ACCESS. WORK AREAS SHOWN OUTSIDE THE

LIMITS OF CONSTRUCTION FENCE SHOWN ON THIS

PLAN SHALL BE PROTECTED BY CONSTRUCTION

FENCE DURING THOSE TIMES WHEN WORK IS

TAKING PLACE IN THE AFFECTED AREAS.

CONTRACTOR SHALL COORDINATE WITH

CONTRACTING OFFICER AREAS WHERE

CONSTRUCTION FENCE MAY BE WARRANTED.

H.THE CONTRACTOR SHALL PHASE AND

COORDINATE THE WORK SO AS TO MINIMIZE THE

DISRUPTION OF TRAFFIC AND PEDESTRIAN

ACCESS TO ADJACENT FACILITIES.

SHEET KEYNOTES

1. CLEAR AND GRUB AREA WITHIN LIMIT LINES

SHOWN.

2. SAWCUT FULL-DEPTH AND REMOVE PAVEMENT TO

EXTENTS SHOWN.

3000 15075

OVERALL DEMOLITION PLAN

.2

.0

REFER TO SHEET CS104

FOR ADDITIONAL LOCATION INFORMATION

PAVEMENT REMOVAL & REPAIR,

RE:11/C-506

FOR ADDITIONAL LOCATION INFORMATION

RE:1/CU102

.0

24' ±

PAVEMENT REMOVAL & REPAIR,

RE:11/C-506

FOR ADDITIONAL LOCATION INFORMATION

RE:1/CU107

.1

REMOVE EXISTING

ASPHALT ROAD

RELOCATE EXISTING

ELECTRICAL MANHOLE

RE:1/ES101

REMOVE EXISTING

ASPHALT ROAD

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SHEET OF

L a k e h u r s t

N

A E

S

C E

R D i g h t

A c t i v i t y

F a c i l i t y

F Y

D

2 3

C

4 5

A

B

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

T

E

C O

N T

R A

A N

S I

D

P L

O T

T E

D

B

Y

U

S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

N E

W

Y

O R

K h t t p w w w n a n u s a c e a r m y m i l

T e l e p h o n e

F a x

B r o a d w a y

E x t

S t e

O k l a h o m a

C i t y

O

K

A r c h i t e c t s

E n g i n e e r s

P l a n n e r s

F S

B

S O

L B

N

U M

B

W F

Y Q

D

SHEET

REFERENCE

NUMBER

US Army Corps of Engineers

New York District

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1"

G u i r e D i x L a k e h u r s t

N r s e y

15891

RUSSELL

FRANK

KETNER

CD101

E N

L A

R G

M

O L

I T

I O

N

P

L A

N S

G R

M

J M

S R

F K

D J A

H P

R J

B

I M

C i v i l S h e e t s

C D

X

X X d w g

A

M

C

D X

X X d w g

A

M

1000 5025

ENLARGED DEMOLITION PLAN

1000 5025

ENLARGED DEMOLITION PLAN

N

N

GENERAL NOTES

SHEET KEYNOTES

1. SAWCUT FULL-DEPTH AND REMOVE PAVEMENT TO

EXTENTS SHOWN.

2. REMOVE EXIST SIGN AND POLES. REMOVE SIGNS

FROM POLES AND RETURN TO BASE SIGN SHOP.

POLES TO BE DISPOSED OF OFF-BASE BY THE

CONTRACTOR.

3. A PORTION OF THE AASF PROJECT BY OTHERS.

SAWCUT PAVEMENT FULL DEPTH FOR UTILITIES

AND PERMANENT REPAIR PAVEMENT. RE:1/CU102

& 11/C-506.

4. SAWCUT FULL DEPTH ALONG FULL WIDTH WHERE

ASPHALT ROAD ABUTS RUNWAY EDGE.

A.REFER TO SHEET V-101 FOR BASIS OF VERTICAL

AND HORIZONTAL CONTROL.

B.REFER TO SHEET C-002 FOR ADDITIONAL NOTES

AND REQUIREMENTS.

C.DIMENSIONS SHOWN ARE TO BACK OF CURB/EDGE

OF PAVEMENT UNLESS OTHERWISE NOTED.

D.THE DEMOLITION PLAN IS INTENDED TO SERVE AS

AN AID TO VISUALIZE THE APPROXIMATE EXTENT

OF THE DEMOLITION WORK. DEMOLITION WORK IN

THIS CONTRACT INCLUDES ALL EXISTING

OBJECTS, MATERIALS OR FEATURES, ETC., AS

SHOWN ON THE DRAWINGS, THAT MUST BE

REMOVED TO CONSTRUCT NEW WORK.

E. CONTRACTOR SHALL EXERCISE CARE TO AVOID

DAMAGE TO EXISTING PAVEMENT TO REMAIN. ANY

DAMAGE TO EXISTING PAVEMENT TO REMAIN

SHALL BE REPAIRED TO THE OWNER'S

SATISFACTION AT THE CONTRACTOR'S EXPENSE.

EXCEPTIONS: PAVEMENT DEMOLITION AND

REPLACEMENT SHALL INCLUDE A 12-INCH WIDE

STRIP WHERE NEW PAVEMENT IS CONNECTED TO

EXISTING PAVEMENT AND TRENCHES REQUIRE

12-INCH WIDE STRIPS ON BOTH SIDES

F. UTILITY LINES ARE FROM THE TOPOGRAPHICAL

SURVEY. REFER TO SHEET V-101 FOR “UTILITY

WARNING”. THE CONTRACTOR SHALL

FIELD-VERIFY THE LOCATION AND DEPTHS OF ALL

UTILITIES. CARE SHALL BE EXERCISED TO AVOID

DAMAGE TO EXISTING UTILITY LINES AND

PREVENT LOSS OF SERVICE TO ADJACENT

FACILITIES. ANY DAMAGE TO EXISTING UTILITIES

SHALL BE REPAIRED TO THE OWNER'S

SATISFACTION AT THE CONTRACTOR'S EXPENSE.

G.CONSTRUCTION FENCE, AS REQUIRED, SHALL BE

PLACED ALONG THE PROJECT LIMIT LINE EXCEPT

WHERE SHOWN OTHERWISE ON THIS PLAN. AREAS

OUTSIDE THE CONSTRUCTION FENCE BUT INSIDE

THE PROJECT LIMIT LINE SHALL BE COORDINATED

IN CONSTRUCTION PHASING SO AS TO MINIMIZE

DISRUPTION OF TRAFFIC AND PEDESTRIAN

ACCESS. WORK AREAS SHOWN OUTSIDE THE

LIMITS OF CONSTRUCTION FENCE SHOWN ON THIS

PLAN SHALL BE PROTECTED BY CONSTRUCTION

FENCE DURING THOSE TIMES WHEN WORK IS

TAKING PLACE IN THE AFFECTED AREAS.

CONTRACTOR SHALL COORDINATE WITH

CONTRACTING OFFICER AREAS WHERE

CONSTRUCTION FENCE MAY BE WARRANTED.

H.THE CONTRACTOR SHALL PHASE AND

COORDINATE THE WORK SO AS TO MINIMIZE THE

DISRUPTION OF TRAFFIC AND PEDESTRIAN

ACCESS TO ADJACENT FACILITIES.

x x x x x

P

R

I

M

A

U

R

F

A

W

I

D

T

H x x x x x x x x

P

R

I

M

A

R

F

A

D

T

H

QD ARC

R

H

E

T

N

E

R

E

T

N

E

R

E

S

H

E

T

N

E

R

E

S

H

E

T

N

E

R

E

T

N

E

R

E

T

N

E

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SHEET OF

L a k e h u r s t

N

A E

S

C E

R D i g h t

A c t i v i t y

F a c i l i t y

F Y

D

2 3

C

4 5

A

B

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

T

E

C O

N T

R A

A N

S I

D

P L

O T

T E

D

B

Y

U

S

A

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Y

E

N G

I N

E E

R

D

I S

T R

I C

T

N E

W

Y

O R

K h t t p w w w n a n u s a c e a r m y m i l

T e l e p h o n e

F a x

B r o a d w a y

E x t

S t e

O k l a h o m a

C i t y

O

K

A r c h i t e c t s

E n g i n e e r s

P l a n n e r s

F S

B

S O

L B

N

U M

B

W F

Y Q

D

SHEET

REFERENCE

NUMBER

US Army Corps of Engineers

New York District

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1"

G u i r e D i x L a k e h u r s t

N r s e y

15891

RUSSELL

FRANK

KETNER

CS100

O V

E R

A L

L

S

I T

E

P

L A

N

G R

M

J M

S R

F K

D J A

H P

R J

B

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C i v i l S h e e t s

C S

X

X X d w g

A

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C

S X

X X d w g

A

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GENERAL NOTES

A.REFER TO TOPOGRAPHIC SURVEY PLAN

PERFORMED BY CITYSCAPE ENGINEERING &

SURVEY, NOVEMBER 2011.

B.FOR CLARITY UNDERGROUND UTILITIES ARE NOT

SHOWN ON THIS PLAN.

CS102

CS103

CS104

CS101

N

3000 15075

OVERALL SITE PLAN

CS201

CS201

CS201

R

R

N:439419.97

E:536028.00

N:439571.02

E:536210.54

R E

S

H E

M

A T

N

E

N:439531.06

E:536161.70

.0

TAXIWAY℄

TAXIWAY℄

C-501

C-501

C-501

UNPAVED

SHOULDER

UNPAVED

SHOULDER

SWALE REFER

SHEET CG101

SWALE REFER

SHEET CG101

EXISTING

CONCRETE

PAVEMENT

EXISTING

ASPHALT

PAVEMENT

EXISTING

ASPHALT

PAVEMENT

.0

R E

S

H E

M

A T

N

E

N:439415.50

E:536231.33

C-503

(BID OPTION 9)

BEGIN NEW FENCE

RE:1 & 2/C-508

RUNWAY HOLD

POSITION MARKING

RE:2/CS101

RUNWAY HOLD SIGN SHALL BE IN LINE

WITH RUNWAY HOLD POSITION MARKING

N47° 12' 34.11"W

(TYP)

EXISTING FENCE

DIRECTION SIGN SHALL BE LOCATED

AT THE POINT OF TANGENCY

450.00'

3.0'

STRIPES

3.0'

GAPS

3.0'

3.0'

S E

E

P

L A

N S

EDGE OF RUNWAY

6" STRIPES

AND GAPS

EXTEND ALL HOLDING

POSITION MARKINGS

ACROSS TAXIWAY OR

APRON SHOULDER

PAVEMENT

S H

O U

L D

E R

P A

V E

M E

N T

S H

O U

L D

E R

P A

V E

M E

N T

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SHEET OF

L a k e h u r s t

N

A E

S

C E

R D i g h t

A c t i v i t y

F a c i l i t y

F Y

D

2 3

C

4 5

A

B

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

T

E

C O

N T

R A

A N

S I

D

P L

O T

T E

D

B

Y

U

S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

N E

W

Y

O R

K h t t p w w w n a n u s a c e a r m y m i l

T e l e p h o n e

F a x

B r o a d w a y

E x t

S t e

O k l a h o m a

C i t y

O

K

A r c h i t e c t s

E n g i n e e r s

P l a n n e r s

F S

B

S O

L B

N

U M

B

W F

Y Q

D

SHEET

REFERENCE

NUMBER

US Army Corps of Engineers

New York District

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1"

G u i r e D i x L a k e h u r s t

N r s e y

15891

RUSSELL

FRANK

KETNER

CS101

S I T

E

L

A Y

O U

T

P

L A

N

G R

M

J M

S R

F K

D J A

H P

R J

B

I M

C i v i l S h e e t s

C S

X

X X d w g

A

M

C

S X

X X d w g

A

M

GENERAL NOTES

A.REFER TO SHEET V-101 FOR BASIS OF VERTICAL

AND HORIZONTAL CONTROL.

B.REFER TO SHEET C-002 FOR ADDITIONAL NOTES

AND REQUIREMENTS.

C.DIMENSIONS SHOWN ARE TO EDGE OF PAVEMENT

UNLESS OTHERWISE NOTED.

D.CONTRACTOR SHALL EXERCISE CARE TO AVOID

DAMAGE TO EXISTING PAVEMENT TO REMAIN. ANY

DAMAGE TO EXISTING PAVEMENT TO REMAIN

SHALL BE REPAIRED TO THE OWNER'S

SATISFACTION AT THE CONTRACTOR'S EXPENSE.

E. THE CONTRACTOR SHALL PHASE AND

COORDINATE THE WORK SO AS TO MINIMIZE THE

DISRUPTION OF TRAFFIC TO ADJACENT FACILITIES.

F. FOR CLARITY, STRIPING AND JOINTING ARE NOT

SHOWN ON THIS PLAN.

G.THE OUTSIDE EDGE OF THE BLACK BORDER THAT

SURROUNDS THE YELLOW LINES OF THE EDGE

STRIPING SHALL BE IN LINE WITH THE EDGE OF

THE APRON OR TAXIWAY PAVEMENT UNLESS

OTHERWISE INDICATED.

H.THE CONTRACTOR SHALL RE-MARK ANY EXISTING

RUNWAY, TAXIWAY, OR OTHER PAVEMENT

MARKINGS DEGRADED BY THEIR OPERATIONS.

I. HEIGHT OF SIGNS SHALL BE IN ACCORDANCE WITH

FAA AC 150-5340-18F.

SHEET KEYNOTES

1. SHOULDER MARKINGS DECEPTIVE SURFACES

SHALL BE 3' WIDE AND SHALL EXTEND FROM THE

EDGE OF THE PAVED SHOULDER OR SHALL BE 25'

MAXIMUM LENGTH, WHICHEVER IS LESS.

SHOULDER MARKINGS AT CURVES SHALL BE

SPACED 30' APART MAXIMUM AND 100' MAXIMUM

FOR STRAIGHT SECTIONS. MARKINGS SHALL BE

PERPENDICULAR TO THE APRON OR TAXIWAY

EDGE AND SHALL BE YELLOW COLOR.

2. TAXIWAY LOCATION SIGN: SIGNS SHALL BE FAA

TYPE L-858L, WITH YELLOW LEGEND AND BORDER

ON BLACK BACKGROUND, MEETING FAA AC

150/5345-44, SIZE 3, STYLE 2 (TYP).

3. REFER TO SHEET CS106 FOR OVERALL FENCE

LAYOUT. TIE NEW FENCE TO EXISTING FENCE.

REFER TO FENCE DETAILS 1 & 2 ON SHEET C-508.

4. DIRECTION SIGN: SIGNS SHALL BE FAA TYPE

L-858Y, WITH BLACK LEGEND AND BORDER ON

YELLOW BACKGROUND, MEETING FAA AC

150/5345-44, SIZE 3, STYLE 2 (TYP.)

800 4020

SITE LAYOUT PLAN

YELLOW STRIPE

BLACK STRIPE

YELLOW STRIPE

BLACK STRIPE

EDGE OF PCC APRON

RUNWAY HOLD POSITION MARKING

x x x x x x x x

R E

S

H E

M

A T

N

E

TAXIWAY℄

C-501

C-501

C-501

UNPAVED

SHOULDER

UNPAVED

SHOULDER

SWALE REFER

SHEET CG101

SWALE REFER

SHEET CG101

R E

S

H E

M

A T

N

E

TAXIWAY APRON

N:438610.35

E:537248.32

N:438518.62

E:537163.41

R E

S

H E

M

A T

N

E

R E

S

H E

M

A T

N

E

NORTHWEST

INFILTRATION

BASIN

RE:CG203

EAST TAXIWAY

INFILTRATION

BASIN

RE:CG202

(TYP)

C-503

(BID OPTION 9)

NEW FENCE

RE:1 & 2/C-508

(BID OPTION 9)

END NEW FENCE

EXISTING FENCE

2.50'

30.00'

6.50'

26.00'

100.00'

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SHEET OF

L a k e h u r s t

N

A E

S

C E

R D i g h t

A c t i v i t y

F a c i l i t y

F Y

D

2 3

C

4 5

A

B

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

T

E

C O

N T

R A

A N

S I

D

P L

O T

T E

D

B

Y

U

S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

N E

W

Y

O R

K h t t p w w w n a n u s a c e a r m y m i l

T e l e p h o n e

F a x

B r o a d w a y

E x t

S t e

O k l a h o m a

C i t y

O

K

A r c h i t e c t s

E n g i n e e r s

P l a n n e r s

F S

B

S O

L B

N

U M

B

W F

Y Q

D

SHEET

REFERENCE

NUMBER

US Army Corps of Engineers

New York District

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1"

G u i r e D i x L a k e h u r s t

N r s e y

15891

RUSSELL

FRANK

KETNER

CS102

S I T

E

L

A Y

O U

T

P

L A

N

G R

M

J M

S R

F K

D J A

H P

R J

B

I M

C i v i l S h e e t s

C S

X

X X d w g

A

M

C

S X

X X d w g

A

M

800 4020

SITELAYOUT PLAN

GENERAL NOTES

A.REFER TO SHEET V-101 FOR BASIS OF VERTICAL

AND HORIZONTAL CONTROL.

B.REFER TO SHEET C-002 FOR ADDITIONAL NOTES

AND REQUIREMENTS.

C.DIMENSIONS SHOWN ARE TO EDGE OF PAVEMENT

UNLESS OTHERWISE NOTED.

D.CONTRACTOR SHALL EXERCISE CARE TO AVOID

DAMAGE TO EXISTING PAVEMENT TO REMAIN. ANY

DAMAGE TO EXISTING PAVEMENT TO REMAIN

SHALL BE REPAIRED TO THE OWNER'S

SATISFACTION AT THE CONTRACTOR'S EXPENSE.

E. THE CONTRACTOR SHALL PHASE AND

COORDINATE THE WORK SO AS TO MINIMIZE THE

DISRUPTION OF TRAFFIC TO ADJACENT FACILITIES.

F. FOR CLARITY JOINTING IS NOT SHOWN ON THIS

PLAN. REFER TO CP101 AND CP102.

SHEET KEYNOTES

1. SHOULDER MARKING DECEPTIVE SURFACES

SHALL BE 3' WIDE AND SHALL EXTEND FROM THE

EDGE OF APRON OR TAXIWAY TO WITHIN 3' OF THE

EDGE OF THE PAVED SHOULDER OR SHALL BE 25'

MAXIMUM LENGTH, WHICHEVER IS LESS.

SHOULDER MARKINGS AT CURVES SHALL BE

SPACED 30' APART MAXIMUM AND 100' MAXIMUM

FOR STRAIGHT SECTIONS. MARKINGS SHALL BE

PERPENDICULAR TO THE APRON OR TAXIWAY

EDGE AND SHALL BE YELLOW COLOR.

2. HELIPAD PERIMETER AND IDENTIFICATION

MARKINGS RE:2/CS102.

3. REFER TO SHEET CS106 FOR OVERALL FENCE

LAYOUT. REFER TO FENCE DETAILS 1 & 2 ON

SHEET C-508.

HELIPAD PERIMETER AND

IDENTIFICATION MARKINGS

YELLOW STRIPE

BLACK STRIPE

YELLOW STRIPE

BLACK STRIPE

EDGE OF PCC APRON

x x x x x x x x x x x x x x x x

FLIGHT ACTIVITY

RE: SHEET CS103 MATCH LINE

RE: SHEET CS104 MATCH LINE

100.00'

85.00'

25.00'

116.50'

124.50'

°4 '0

C-501

UNPAVED

SHOULDER

EXISTING

FENCE

T

A

X

I

W

A

Y

A

P

R

O

N

C-501

C-501

C-501

C-501

C-501

C-501

A

P

R

O

N

R

R

R

E

T

N

E

R

E

T

N

E

85.00'

25.00'

N:437971.47

E:537525.75

N:438227.16

E:537098.98

N:438253.71

E:537255.41

NORTHEAST

INFILTRATION

BASIN

RE: CG202

FLIGHT ACTIVITY

FACILITY BLDG. 706

N:438596.26

E:537621.25

N:438548.84

E:537384.61

R

R

50.00'

RIPRAP

RE: CG103

& CG203

241.35'

214.86'

R

N:438503.70

E:537362.93

N:438650.77

E:537333.46

N:438357.53

E:537208.62

N:438540.69

E:537231.56

158.67'

' 34.07'

EAST TAXIWAY

INFILTRATION

BASIN

NORTHWEST

INFILTRATION

BASIN

RE: CG203

(TYP)

PARKING

POSITION

(TYP)

(BID OPTION 9)

NEW FENCE

RE: 1/C-508

AIRCRAFT

APRON

PAVEMENT

RE: 2/C-501

HANGAR

ACCESS

PAVEMENT

RE: 1/C-501

DRAINAGE

SWALE

RE: CG203

(TYP.)

(TYP.)

(TYP.)

(BID

OPTION 9)

END NEW

FENCE

R

N:438388.03

E:537396.28

40" RADIUS

(TYP.)

40" RADIUS

(TYP.)

N:438117.27

E:537673.90

N:438467.60

E:537310.52

N:438387.00

E:537355.69

C-501

N:438066.37

E:537419.95

60.00'

60.00'

R

40" RADIUS

(TYP.)

STRIPING

(TYP)

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SHEET OF

L a k e h u r s t

N

A E

S

C E

R D i g h t

A c t i v i t y

F a c i l i t y

F Y

D

2 3

C

4 5

A

B

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

T

E

C O

N T

R A

A N

S I

D

P L

O T

T E

D

B

Y

U

S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

N E

W

Y

O R

K h t t p w w w n a n u s a c e a r m y m i l

T e l e p h o n e

F a x

B r o a d w a y

E x t

S t e

O k l a h o m a

C i t y

O

K

A r c h i t e c t s

E n g i n e e r s

P l a n n e r s

F S

B

S O

L B

N

U M

B

W F

Y Q

D

SHEET

REFERENCE

NUMBER

US Army Corps of Engineers

New York District

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1"

G u i r e D i x L a k e h u r s t

N r s e y

15891

RUSSELL

FRANK

KETNER

CS103

S I T

E

L

A Y

O U

T

P

L A

N

G R

M

J M

S R

F K

D J A

H P

R J

B

I M

C i v i l S h e e t s

C S

X

X X d w g

A

M

C

S X

X X d w g

A

M

800 4020

SITE LAYOUT PLAN

GENERAL NOTES

SHEET KEYNOTES

1. SHOULDER MARKINGS DECEPTIVE SURFACES

SHALL BE 3' WIDE AND SHALL EXTEND FROM THE

EDGE OF THE PAVED SHOULDER OR SHALL BE 25'

MAXIMUM LENGTH, WHICHEVER IS LESS.

SHOULDER MARKINGS AT CURVES SHALL BE

SPACED 30' APART MAXIMUM AND 100' MAXIMUM

FOR STRAIGHT SECTIONS. MARKINGS SHALL BE

PERPENDICULAR TO THE APRON OR TAXIWAY

EDGE AND SHALL BE YELLOW COLOR.

2. AIRCRAFT TIE-DOWN LOCATIONS. REFER TO CP105

FOR LOCATIONS AND LAYOUT OF TIE-DOWNS.

3. PROVIDE FULL HEIGHT FIRE HYDRANT AT

LOCATIONS INDICATED. RE: 1/C-507.

4. ON THE AIRFIELD SIDE OF THE SITE PROVIDE LOW

PROFILE FIRE HYDRANTS AT LOCATION INDICATED.

RE 2/C-507.

5. TRENCH DRAIN RE: 5/C-510

6. BID OPTION 13. EXTERNAL COVERED AREA RE:

A-107.

7. REFER TO SHEET CS106 FOR OVERALL FENCE

LAYOUT. REFER TO FENCE DETAILS 1 & 2 ON

SHEET C-508.

8. BID OPTION 7. CONSTRUCT TUG ROAD AS

CONCRETE PAVEMENT. RE: 4/C-501

9. END PAVEMENT SHOULDER SECTION WITH APRON.

BEGIN DUST COVER SECTION AS INDICATED.

REFER TO KEYNOTE 12 FOR DUST COVER BID

OPTION.

10. EQUIPMENT PADS FOR DUST COLLECTOR

EQUIPMENT. REFER TO M-401 FOR DUST

COLLECTOR INFORMATION.

11. BID OPTION 15. WASH RACK EQUIPMENT ROOM

OPTION AS SHOWN ON PLANS. IF OPTION NOT

CHOSEN, ASPHALT PAVING WILL BE PLACED.

12. BID OPTION 16. DUST COVER AS SHOWN ON

PLANS. REFER TO SHEET CS104 FOR ADDITIONAL

INFORMATION REGARDING THE BID OPTION.

13. HYDRANTS SHALL NOT BE CLOSER THAN 3 FEET

NOR FARTHER THAN 7 FEET FROM THE PAVED

SHOULDER.

A.REFER TO SHEET V-101 FOR BASIS OF VERTICAL

AND HORIZONTAL CONTROL.

B.REFER TO SHEET C-002 FOR ADDITIONAL NOTES

AND REQUIREMENTS.

C.DIMENSIONS SHOWN ARE TO EDGE OF PAVEMENT

UNLESS OTHERWISE NOTED.

D.CONTRACTOR SHALL EXERCISE CARE TO AVOID

DAMAGE TO EXISTING PAVEMENT TO REMAIN. ANY

DAMAGE TO EXISTING PAVEMENT TO REMAIN

SHALL BE REPAIRED TO THE OWNER'S

SATISFACTION AT THE CONTRACTOR'S EXPENSE.

E. THE CONTRACTOR SHALL PHASE AND

COORDINATE THE WORK SO AS TO MINIMIZE THE

DISRUPTION OF TRAFFIC TO ADJACENT FACILITIES.

F. FOR CLARITY JOINTING IS NOT SHOWN ON THIS

PLAN.

6"6"

YELLOW STRIPE

BLACK

STRIPE

6" 6" 6" 6"

6" 6" 6"

YELLOW

STRIPE

BLACK

STRIPE

EDGE OF PCC APRON

x x x x x x

FLIGHT ACTIVITY

FACILITY

BLDG. 706

N:437841.33

E:537547.83

C-501

C-501

CS105

C-501

C-506

24.00'

R

T

Y

P

68.00'

24.00'

24.00'

R

C-501

N:437971.47

E:537525.75

50.00'

SOUTHEAST

INFILTRATION

BASIN

RE: CG204

C-501

R

R

N:437595.87

E:537470.20

N:437550.47

E:537202.68

N:437717.97

E:537103.25

(2) 42' DIA.

WATER STORAGE

TANK (RE:C-512)

N:437777.29

E:537094.21

8.5' 14.5'

C-501

BARRIER GATE

RE: 2/C-509

BARRIER GATE

RE: 2/C-509

(BID OPTION 6)

PICNIC AREA

REFER TO LANDSCAPING

SHEETS FOR LAYOUT

INFORMATION

R

168.43'

53.00'

86.47'

R

C-501

52.00'

21.00'

.2

24.00'

SOUTHWEST

INFILTRATION

BASIN

RE: CG204

C-501

OUTDOOR BREAK AREA

RE: A-109

OUTDOOR

BREAK AREA

RE: A-109

N:437489.54

E:537231.42

N:437480.69

E:537141.57

GENERATOR

RE: ELEC.

TRANSFORMER

RE. ELEC.

C-501

C-501

7 8

45.00'

STRIPING

RE: CS103

RE: SHEET CS103 MATCH LINE

RE: SHEET CS104 MATCH LINE

R 20'

(BID OPTION 5)

PAVILION

RE: A-109 & SF403

8.0' CROSSWALK

RE: 2/C-505

(TYP.)

12'

12'

6'

(TYP.)

12'

30'

LIMITS OF BID OPTION 16

LIMITS OF

BID OPTION 16

REFER TO

LANDSCAPING

RE:LA101

12'

CONCRETE SIDEWALK

RE:7/C-502

32.00'

6' SIDEWALK

(TYP.)

RADIUS=127.5'

9.00'

C-506

BICYCLE RACK

CENTERED AND ONE FOOT FROM REAR EDGE OF CONCRETE

RE:3/C-509

FLAGPOLE (RE:5/C-508)

N:437701.55

E:537291.21

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SHEET OF

L a k e h u r s t

N

A E

S

C E

R D i g h t

A c t i v i t y

F a c i l i t y

F Y

D

2 3

C

4 5

A

B

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

T

E

C O

N T

R A

A N

S I

D

P L

O T

T E

D

B

Y

U

S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

N E

W

Y

O R

K h t t p w w w n a n u s a c e a r m y m i l

T e l e p h o n e

F a x

B r o a d w a y

E x t

S t e

O k l a h o m a

C i t y

O

K

A r c h i t e c t s

E n g i n e e r s

P l a n n e r s

F S

B

S O

L B

N

U M

B

W F

Y Q

D

SHEET

REFERENCE

NUMBER

US Army Corps of Engineers

New York District

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1"

G u i r e D i x L a k e h u r s t

N r s e y

15891

RUSSELL

FRANK

KETNER

CS104

S I T

E

L

A Y

O U

T

P

L A

N

G R

M

J M

S R

F K

D J A

H P

R J

B

I M

C i v i l S h e e t s

C S

X

X X d w g

A

M

C

S X

X X d w g

A

M

800 4020

SITE LAYOUT PLAN

GENERAL NOTES

SHEET KEYNOTES

1. BID OPTION 18. DUMPSTER PAD ENCLOSURE. RE: 3/C-508.

2. CONCRETE ACCESS DRIVE FOR DUMPSTER. RE: 4/C-501

3. STRIPE EDGE OF TUG ROAD WITH A SOLID 6-INCH YELLOW STRIPE ON BOTH SIDES.

4. BID OPTION 7. CONSTRUCT TUG ROAD AS CONCRETE PAVEMENT. RE: 4/C-501.

5. ON THE AIRFIELD SIDE OF THE SITE, PROVIDE LOW PROFILE FIRE HYDRANTS AT

LOCATIONS INDICATED. RE 2/C-507

6. BID OPTION 12. EXTERIOR COVERED AREA. RE: A-107.

7. BID OPTION 9: GATE OPERATOR SHALL BE INSTALLED PER MANUFACTURER'S

RECOMMENDED INSTALLATION INSTRUCTIONS.

8. BID OPTION 9: SLIDING GATE (24') WITH GATE OPERATOR. REFER TO SHEET C-511

FOR SLIDING GATE DETAILS.

9. END PAVEMENT SHOULDER SECTION WITH APRON. BEGIN DUST COVER SECTION

AS INDICATED.

10. LINE INDICATED IS THE LINE OF DEMARCATION BETWEEN THE HANGAR ACCESS

APRON (RE:1/C-501) AND THE TAXIWAY APRON PAVEMENT (RE:2/C-501). REFER TO

JOINTING PLAN ON CP102.

11. PROVIDE NEW STAINLESS STEEL POST (ROUND OR SQUARE) FOR PUSH-BUTTON

DOOR ACTUATOR. REFER TO ELECTRICAL FOR ADDITIONAL REQUIREMENTS.

ACTUATOR SHALL BE INSTALLED A MINIMUM OF 34" AND A MAXIMUM OF 48" ABOVE

THE FINISHED FLOOR.

12. AT THE CROSSWALK, PROVIDE DETECTABLE WARNING SURFACE AT THE

SIDEWALK ON BOTH SIDES OF THE ACCESS DRIVE. RE: 2/C-505 & 7/C-506.

13. PROVIDE CENTERLINE STRIPING AS SHOWN. 4" YELLOW LINE, 6 FOOT LONG WITH

12 FOOT SKIPS.

14. ALTITUDE VALVES. RE: 1/C-515.

15. PROVIDE FULL HEIGHT FIRE HYDRANT AT LOCATIONS INDICATED. RE: 1/C-507.

16. BID OPTION 17. STATIC DISPLAY AREA FOR AIRCRAFT. 30 FOOT DIAMETER CONC.

BASE. RE: 4/C-501 FOR PAVEMENT SECTION. RE: LA101 FOR LANDSCAPE LAYOUT.

HARDSCAPE, SOFTSCAPE AND LIGHTING ARE PART OF THE BID OPTION;

ELECTRICAL CONDUIT, WIRING AND HANDHOLE ARE INCLUDED IN THE BASE BID.

STATIC DISPLAY AIRCRAFT AND MOUNT BY OTHERS (NIC).

17. BID OPTION 19. CONSTRUCT SCREEN WALL ALONG THE EAST AND SOUTH SIDE OF

THE EQUIPMENT PAD. REFER TO 4/C-508.

18. BID OPTION 16. DUST COVER BID OPTION LIMITS AS SHOWN ON PLANS. BASE BID

SHALL BE NO DUST COVER WITH THE EXCEPTION OF THE ASPHALT SHOULDER (25

FEET) ADJACENT TO THE SOUTH END OF THE APRON. ASPHALT SHOULDER IS A

PART OF BASE BID.

A.REFER TO SHEET V-101 FOR BASIS OF VERTICAL AND HORIZONTAL CONTROL.

B.REFER TO SHEET C-002 FOR ADDITIONAL NOTES AND REQUIREMENTS.

C.DIMENSIONS SHOWN ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.

D.CONTRACTOR SHALL EXERCISE CARE TO AVOID DAMAGE TO EXISTING PAVEMENT

TO REMAIN. ANY DAMAGE TO EXISTING PAVEMENT TO REMAIN SHALL BE REPAIRED

TO THE OWNER'S SATISFACTION AT THE CONTRACTOR'S EXPENSE.

E. THE CONTRACTOR SHALL PHASE AND COORDINATE THE WORK SO AS TO MINIMIZE

THE DISRUPTION OF TRAFFIC TO ADJACENT FACILITIES.

F. FOR CLARITY JOINTING IS NOT SHOWN ON THIS PLAN.

600 3015

ENLARGED SITE LAYOUT

CS104

M

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LIMIT OF

PARKING LOT

FOR BID

OPTION #24

LIMIT OF

PARKING LOT

FOR BID

OPTION #24

CS105

P A

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N

D S

C W

D S

C W

PARKING SIGN, SEE DETAIL 4 & 9, SHEET C-506

GOVERNMENT VEHICLE ONLY SIGN

HANDICAP PARKING SIGN, RE: 4/C-506

CAR POOL PARKING SIGN, RE: 9/C-506

LOW EMISSION VEHICLE PARKING SIGN, RE:

9/C-506

MOTORCYCLE PARKING SIGN, RE: 9/C-506

CONCRETE WHEEL STOPS, SEE DETAIL 6,

SHEET C506

CURB AND GUTTER, SEE DETAIL 8 & 9, SHEET

C502

HC CURB CUT AND RAMP, SEE DETAIL 6,

SHEET C-506

PARKING LOT 6" PCC LIGHT DUTY CONCRETE,

SEE DETAIL 4, SHEET C501

PROVIDE 4" WHITE PAVEMENT STRIPING AND

MARKINGS PER PLAN

GVO

HC

CP

LEV

MC

CC

LEGEND

400 2010

PARKING LOT SITE PLAN

1. CONDITIONS SHOWN HERE IS FOR BID OPTION #

24. BASE BID IS ASPHALT PAVEMENT PER 7/C-509

SHEET KEYNOTES1

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T e l e p h o n e

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E x t

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SHEET

REFERENCE

NUMBER

US Army Corps of Engineers

New York District

0 1"

G u i r e D i x L a k e h u r s t

N r s e y x xxxx x x x x x x x x x x x x

N:437895.95

E:537863.62

N:438757.86

E:537717.33

(BID OPTION 9)

BEGIN NEW FENCE

EAST SIDE

N:439388.58

E:537035.98

(BID OPTION 9)

BEGIN NEW FENCE

WEST SIDE

N:438949.05

E:536496.02

N:438512.79

E:536967.29

(BID OPTION 9)

END NEW FENCE

WEST SIDE

N:438343.91

E:536995.96

(BID OPTION 9)

END NEW FENCE

EAST SIDE

N:437842.32

E:537547.67

(BID OPTION 9)

NEW FENCE

RE: 1 & 2/C-508

(BID OPTION 9)

NEW FENCE

RE: 1 & 2/C-508

EXIST. FENCE

243.50'

(BID OPTION 9)

NEW FENCE

RE: 1 & 2/C-508

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SHEET

REFERENCE

NUMBER

US Army Corps of Engineers

New York District

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1"

G u i r e D i x L a k e h u r s t

N r s e y

15891

RUSSELL

FRANK

KETNER

CS106

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