Amendment 0002 - HCLA - Plans.pdf

PDF 2 MB Posted Jun 24, 2026

Attached to: Hot Cargo Loading Area at McGuire AFB, Burlington County, NJ.
Solicitation number: W912DS26BA020
Issued by: Department of the Army Corps of Engineers Engineering District New York

About this file

Written by GovTribe AI · Jun 24, 2026

This document is a set of contract specifications and construction plans for repair work on the McGuire Airfield Hazardous Cargo Loading Area (HCLA) at Joint Base McGuire-Dix-Lakehurst in New Jersey. The contract number is W912DS26BA020, issued by the U.S. Army Corps of Engineers (Omaha and New York Districts) in May 2026.

The project encompasses demolition, environmental remediation, pavement repair, electrical system upgrades, and drainage infrastructure improvements at the hazardous cargo loading facility. Key construction requirements include: strict airfield safety protocols with full-time flag persons controlling vehicular traffic at taxiway and apron crossings; dust control on access and haul roads; load covers on dump trucks to prevent spillage; continuous radio communication between the on-site foreman and control tower; vehicle identification with flight line passes and proper markings; barricading of work areas with 24-hour standby personnel; compliance with UFC 3-260-01 and FAA AC 150/5370-2f operational safety standards; confined space entry procedures for trenches; temporary equipment height limitations of 65 feet (with FAA Form 7460-1 submission required for equipment exceeding 25 feet, allowing 60 days for FAA approval); containment and tarping of excavated material stockpiles not exceeding 4 feet in height; and proper damming and silt sock installation to prevent soil runoff. The construction area is adjacent to a former practice mortar range, requiring immediate notification to base security if unexploded ordnance is discovered. Environmental testing and contaminated soil disposal procedures are specified in Section 02 61 13 of the specifications, with contaminated materials directed to the disposal location near the JB MDL Fuel Farm. The project includes coordination with the 787th Civil Engineer Squadron for shutdown of the existing hydrant fuel piping loop serving HCLA #1 two weeks prior to work initiation.

View the file

Other files

File	Type	Posted
Bid Abstract Form_W912DS26BA020.pdf	PDF	Jul 1, 2026
Amendment 0003 - JBMDL HCLA - Plans.pdf	PDF	Jun 26, 2026
Solicitation Amendment W912DS26BA0200003 SF 30.pdf	PDF	Jun 26, 2026
Appendix B - Environmental Sampling Report.pdf	PDF	Jun 24, 2026
Amendment W912DS26BA0200002.pdf	PDF	Jun 24, 2026
Amendment 0001 - HCLA - Plans.pdf	PDF	Jun 11, 2026
Appendix A - HCLA - Visit Sign-in Sheet.pdf	PDF	Jun 11, 2026
Solicitation Amendment W912DS26BA0200001 SF 30.pdf	PDF	Jun 11, 2026
Package 1 - HCLA - Plans.pdf	PDF	May 29, 2026
Solicitation - W912DS26BA020.pdf	PDF	May 29, 2026
Site Visit Map (HCLA).pdf	PDF	May 29, 2026
Package 2 - HCLA - Specs.pdf	PDF	May 29, 2026

Show all 12

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

1. CONSTRUCTION GENERAL NOTES

A. PHASING, PROVIDED HEREIN, IS ESTABLISHED TO MAINTAIN

AIRCRAFT OPERATIONAL CAPABILITY AND CONTINUAL ACCESS TO AIR

FORCE FACILITIES DURING CONSTRUCTION. THE CONTRACTOR

SHALL NOT BE ALLOWED TO INITIATE WORK UNTIL THE

CONTRACTOR'S SCHEDULE DEMONSTRATES THE ABILITY TO

COMPLETE THIS WORK WITHIN THE TIME FRAME REQUIRED AND THE

SCHEDULE IS APPROVED BY THE CONTRACTING OFFICER. THE

CONTRACTOR SHALL PROVIDE A TWENTY-ONE (21) DAY WRITTEN

NOTICE IN ADVANCE THROUGH THE CONTRACTING OFFICER

COORDINATING WORK AS SHOWN ON SHEET GC101.

B. THE CONTRACTOR SHALL NOT BE ALLOWED TO INITIATE ANY

WORK WITHIN THE HAZARDOUS CARGO LOADING APRON (HCLA) UNTIL

THE CONTRACTOR HAS AN APPROVED CONCRETE MIX DESIGN

CONFORMING TO 32 13 14.13 CONCRETE FOR AIRFIELDS AND HEAVY

DUTY PAVEMENT AND AN APPROVED JOB MIX FORMULA CONFORMING

TO 32 12 15.13 HMA FOR AIRFIELDS AND THE TEMPORARY ACCESS

ROAD TO THE EXISTING MUNITIONS STORAGE BUILDING HAS BEEN

CONSTRUCTED.

C. THE WORK ZONE SHALL BE DELINEATED WITH LOW PROFILE

BARRICADES ACROSS PAVED AREAS AND ROPE AND BARREL FENCING

ACROSS NON-PAVED AREAS. SEE SHEET GC101 FOR EXACT

LOCATIONS.

D. NOT USED.

E. AN AIR SHOW IS SCHEDULED EACH YEAR IN MAY OR JUNE,

WHICH WILL IMPACT CONSTRUCTION AND FLIGHT OPERATIONS

WITHIN THE AIRFIELD AREA. THE CONTRACTOR SHALL ASSUME THAT

NO WORK OR CONTRACTOR ACCESS TO THE AIRFIELD AREA WILL

OCCUR BETWEEN THE WEDNESDAY PRIOR TO THE AIR SHOW AND

THE MONDAY AFTER THE AIR SHOW IS COMPLETE.

F. HAZARDOUS CARGO OPERATIONS WILL BE CONDUCTED ON

TAXIWAY LIMA AT VARIOUS TIMES DURING THIS PROJECT.

PERIODICALLY, THIS MISSION WILL REQUIRE THE CONTRACTOR TO

CEASE CONSTRUCTION ACTIVITY AND VACATE THE CONSTRUCTION

SITE. AIRFIELD MANAGEMENT WILL NOTIFY THE CORPS OF

ENGINEERS, 787 CES AND THE CONTRACTOR WHEN THIS OCCURS.

G. DUE TO VARIOUS MISSION REQUIREMENTS AT MCGUIRE AIR

FORCE BASE, THE CONTRACTOR WILL BE DIRECTED TO CEASE WORK

AND VACATE THE CONSTRUCTION SITE WITH LESS THAN ONE HOUR

NOTICE. THE AIRFIELD MANAGER WILL NOTIFY THE COR, 787 CES AND

THE CONTRACTOR WHEN THIS OCCURS.

H. ALL PAVEMENT MARKINGS NOT MARKED FOR REMOVAL, WHICH

ARE MARRED OR REMOVED BY THE CONTRACTOR, SHALL BE

REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE. PAVEMENT

MARKING OF NEW AND EXISTING CONCRETE PAVEMENT SHALL NOT

BE INITIATED UNTIL A MINIMUM OF 30 DAYS AFTER PLACEMENT OF

CONCRETE OR ASPHALT, AS REQUIRED BY SPECIFICATION SECTION

32 17 23.

I. STEEL BUCKET OR BLADE EQUIPMENT SHALL NOT OPERATE

WITH THE BUCKET OR BLADE IN DIRECT CONTACT WITH ANY

PAVEMENT TO REMAIN AT ANY TIME. STEEL BUCKET OR BLADE

EQUIPMENT MAY BE USED TO REMOVE/REPLACE EXISTING BASE AND

SUBGRADE MATERIALS. STEEL TRACKED EQUIPMENT SHALL NOT BE

ALLOWED ON ANY PAVEMENT TO REMAIN AT ANY TIME; ONLY RUBBER

TRACKED EQUIPMENT SHALL BE OPERATE ON PAVEMENT TO REMAIN

TO PROTECT THE PAVEMENT FROM DAMAGE. ANY DAMAGE CAUSED

TO EXISTING PAVEMENT SLABS DUE TO INADEQUATE PROTECTION

SHALL BE ENTIRELY REMOVED AND REPLACED BY THE CONTRACTOR

AT NO EXPENSE TO THE GOVERNMENT.

J. FLAGGERS ARE REQUIRED DURING WORK WITHIN THE HCLA.

SEE SHEET GC101 FOR FLAG PERSON LOCATIONS. REFERENCE NOTE

3.H, THIS SHEET, FOR ADDITIONAL INFORMATION.

2. CONSTRUCTION PHASING DESCRIPTION

A. ALL WORK TO CONSTRUCT THE NEW HCLA SHALL BE

COMPLETED IN ONE PHASE. WORK INCLUDES, BUT IS NOT LIMITED TO:

CONSTRUCTION OF A TEMPORARY ASPHALT ACCESS ROAD;

DEMOLITION OF THE TEMPORARY ASPHALT ROAD AFTER CONTRACT

COMPLETION; DEMOLITION OF THE EXISTING CONCRETE AND

ASPHALT TAXIWAY AND HCLA; DEMOLITION OF THE EXISTING EDGE

LIGHTING; DEMOLITION OF THE EXISTING FENCING AND AREA

LIGHTING; CONSTRUCTION OF NEW WETLAND AREAS; CONSTRUCTION

OF NEW CONCRETE APRON; CONSTRUCTION OF NEW TAXIWAY APRON

EDGE LIGHTING; CONSTRUCTION OF NEW ASPHALT SHOULDERS;

REMOVAL AND REPLACEMENT OF THE EXISTING STORM DRAIN LINE;

INSTALLATION OF NEW PAVEMENT MARKINGS; INSTALLATION OF NEW

HIGH MAST LIGHTING; AND INSTALLATION OF NEW FENCING.

3. AIRCRAFT PARKING APRON ACCESS & SAFETY REQUIREMENTS

A. USE THE CONTRACTOR ACCESS ROUTE AS SHOWN ON GI101

AND GC101. THE CONTRACTOR MAY REQUEST TO USE THE

ALTERNATE ROUTE, BUT APPROVAL IS NOT GUARANTEED. REQUEST

ACCESS TO USE THE ALTERNATE ROUTE AT LEAST 14 DAYS IN

ADVANCE OF ACCESS THE SITE.

B. COORDINATE ACCESS TO THE AIRFIELD WITH THE

CONTRACTING OFFICER. ACCESS TO THE AIRFIELD SHALL BE

THROUGH THE APPROVED ACCESS GATE SHOWN ON SHEET GC101.

ALL VEHICLES ENTERING THE AIRFIELD SHALL BE GIVEN ACCESS BY

GOVERNMENT PERSONNEL. GOVERNMENT PERSONNEL WILL NOT BE

CONTINUOUSLY MANNING THE ACCESS GATE. THEREFORE, THE

CONTRACTOR SHALL STRATEGICALLY SCHEDULE PERSONNEL

ACCESS AND MATERIAL DELIVERIES TO AVOID ACCESS DELAYS.

C. COORDINATE CONSTRUCTION AND ACCESS TO THE SITE WITH

THE AIRFIELD MANAGER, 305 AMW/SEF, 305 OSS/OSAA, 787 CES/CEN

(AIR FORCE PROJECT MANAGEMENT), THE COR AND 87 SFS A MINIMUM

OF 60 DAYS PRIOR TO COMMENCEMENT OF WORK AT THE SITE.

ACCESS TO THE WORKSITE SHALL BE THROUGH THE CONSTRUCTION

AREA ENTRANCE SHOWN ON SHEET GC101. ACCESS SHALL BE

COORDINATED WITH, AND APPROVED BY THE AIRFIELD MANAGER.

UPON APPROVAL, ALL AREAS WITHIN THE CONSTRUCTION FENCING

SHALL BE CONSIDERED A FREE ZONE, I.E. AN ESCORT IS NOT

REQUIRED. THE CONTRACTOR ACCESS / HAUL ROUTE IS WITHIN A

RESTRICTED AREA, AS IDENTIFIED ON GI101. ALL VEHICLES MUST

REMAIN ON THE ROADWAYS SHOWN, AND MUST NOT DEVIATE FROM

THE APPROVED ROUTE UNLESS APPROVED BY THE CONTRACTING

OFFICER.

C.A. ALL CONTRACTOR PERSONNEL WORKING ON THE AIRFIELD

MUST CHECK-IN AND CHECK OUT WITH AIRFIELD MANAGEMENT

(AMOPS) COUNTER DAILY.

C.B. ALL CONTRACTOR PERSONNEL DRIVING A VEHICLE ON THE

AIRFIELD MUST BE TRAINED AND CERTIFIED BY AIRFIELD

MANAGEMENT AND ADHERE TO THE 305TH AIR MOBILITY WING

INSTRUCTION 13-213. VEHICLE OPERATORS MUST HAVE AN AF

FORM 483 IN THEIR POSSESSION AT ALL TIMES.

C.C. AIRFIELD DRIVERS SHALL FOLLOW JB MDL PROCEDURES FOR

OBTAINING AN AIRFIELD DRIVERS LICENSE, WHICH REQUIRES

ATTENDANCE AT A FOUR (4) HOUR TRAINING CLASS INITIALLY AND

AGAIN ANNUALLY FOR REFRESHER TRAINING. EXPECT UP TO 30

DAYS TO RECEIVE THE AIRFIELD DRIVERS LICENSE FROM THE

DATE TRAINING IS REQUESTED. WHEN CROSSING THROUGH OR

DRIVING WITHIN THE RESTRICTED AREA, ALL DRIVERS MUST BE

ESCORTED BY CONTRACTOR PERSONNEL WITH ESCORT

PRIVILEGES IF THE DRIVER DOES NOT ALSO POSSESS A

RESTRICTED LINE BADGE.

C.D. CONTRACTOR PERSONNEL WITH ESCORT PRIVILEGES ARE

REQUIRED TO BE PRESENT AT ALL TIMES WHEN WORKERS ARE

PRESENT WITHIN THE RESTRICTED AREA, WHICH INCLUDES THE

HAUL ROUTE. ONE ESCORT IS REQUIRED FOR EVERY 10

WORKERS PRESENT WITHIN THE RESTRICTED AREA.

CONTRACTOR ESCORT PERSONNEL SHALL FOLLOW JB MDL

PROCEDURES TO OBTAIN A RESTRICTED LINE BADGE WITH

ESCORT PRIVILEGES FROM JB MDL AND SHOULD EXPECT UP TO

60 DAYS TO RECEIVE THE RESTRICTED LINE BADGE FROM THE

DATE THAT THE APPLICATION IS SUBMITTED.

C.E. UNLICENSED DRIVERS THAT NEED TO DRIVE ON THE AIRFIELD

MUST BE ESCORTED BY GOVERNMENT PERSONNEL.

CONTRACTOR PERSONNEL ARE NOT ALLOWED TO ESCORT ANY

UNLICENSED DRIVERS ANYWHERE ON THE AIRFIELD.

C.F. SEE THE AIRFIELD ANNEX OF THE SPECIFICATIONS FOR

ADDITIONAL REQUIREMENTS FOR DRIVING ON THE AIRFIELD.

D. THE CONTRACTOR SHALL CONDUCT BI-WEEKLY CONSTRUCTION

MEETINGS FOR THE DURATION OF CONSTRUCTION. COORDINATE

WITH THE AIRFIELD MANAGER, 305 AMW/SEF, 305 OSS/OSAA, 787

CES/CEN (AIR FORCE PROJECT MANAGEMENT) AND THE COR.

E. ALL WORK ON THE AIRFIELD SHALL BE LIMITED TO DAYLIGHT

HOURS. WORK OUTSIDE OF DAYLIGHT HOURS SHALL BE REQUESTED

A MINIMUM OF FOURTEEN (14) DAYS IN ADVANCE, AND SHALL BE

SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER'S

REPRESENTATIVE.

F. ALL WORK ON THE AIRFIELD SHALL BE COORDINATED WITH

AIRFIELD MANAGEMENT. THE CONTRACTOR SHALL CHECK IN DAILY

WITH AIRFIELD MANAGEMENT PRIOR TO PERFORMING ANY WORK IN

ORDER TO DISCUSS AIRFIELD OPERATIONS AND ANY OTHER SPECIAL

REQUIREMENTS FOR THAT DAY. ALL CONTRACTOR PERSONNEL

WORKING ON THE AIRFIELD MUST CHECK-IN AND CHECK OUT WITH

AIRFIELD MANAGEMENT (AMOPS) COUNTER DAILY. AMOPS WILL LOG

THIS IN THE DAILY EVENTS LOG. CONTRACTORS MUST SUPPLY THEIR

OWN RADIOS.

G. ALL HAUL ROUTES AND AREAS TRAVERSED BY THE

CONTRACTORS' VEHICLES AND EQUIPMENT SHALL BE CONTINUALLY

SWEPT AND VACUUMED CLEAN. THE CONTRACTOR SHALL PROVIDE A

SELF-CONTAINED PAVEMENT VACUUMING TRUCK WHICH IS

SPECIFICALLY MANUFACTURED TO CLEAN AIRFIELD PAVEMENTS. THE

VACUUM TRUCK SHALL OPERATE CONTINUOUSLY DURING

CONTRACTOR HAULING OPERATIONS. ADDITIONAL SELF-CONTAINTED

PAVEMENT VACUUMING TRUCKS SHALL BE REQUIRED TO OPERATE

CONCURRENTLY, AS NECESSARY, TO KEEP THE HAUL ROUTE FREE OF

FOD.

H. THE CONTRACTOR SHALL CONTROL DUST ON THE ACCESS AND

HAUL ROADS AND WITHIN THE WORK AREA AS DIRECTED BY THE

CONTRACTING OFFICER.

I. THE MAXIMUM WIGHT LIMIT FOR ALL PAVED ROADS ON THE

BASE IS THE LEGAL LOAD LIMIT.

J. AT ALL LOCATIONS WHERE CONTRACTOR ACCESS ROUTES AND

HAUL ROADS CROSS ACTIVE TAXIWAYS AND APRONS, THE

FOLLOWING REQUIREMENTS SHALL BE STRICTLY ADHERED TO: FOR

TAXIWAY CROSSINGS, A FULL TIME FLAG PERSON SHALL BE

POSITIONED 200 FEET OFF BOTH SIDES OF AN ACTIVE CENTERLINE

CONTROLLING ALL VEHICULAR TRAFFIC. FOR APRON CROSSINGS, A

FULL TIME FLAG PERSON SHALL BE POSITIONED 100 FEET OFF BOTH

EDGES OF AN ACTIVE APRON CONTROLLING ALL VEHICULAR TRAFFIC.

THE TWO FLAG PERSONS, ONE AT EACH LOCATION, SHALL HAVE

RADIO COMMUNICATION WITH EACH OTHER IN ORDER TO SAFELY

CONTROL VEHICULAR TRAFFIC. ONE SET OF FLAG PERSONS MAY

CONTROL MULTIPLE TAXIWAY AND APRON CROSSINGS, PROVIDED

THAT BOTH LINE OF SIGHT AND RADIO CONTACT BETWEEN THE TWO

FLAG PERSONS IS MAINTAINED. EXACT LOCATION OF FLAG PERSONS

SHALL BE COORDINATED WITH AIRFIELD MANAGEMENT. ALL FLAG

PERSONS SHALL BE CONTRACTOR EMPLOYEES AND OBTAIN AND

POSSESS AN AIRFIELD DRIVER'S LICENSE.

K. DUMP TRUCKS SHALL USE LOAD COVERS AND SHALL BE

LOADED BY THE CONTRACTOR SUCH THAT NO SPILLAGE OCCURS

DURING TRANSIT ON THE TAXIWAYS, APRON, AND STATE, MUNICIPAL

OR BASE ROADWAYS.

L. THE ON-SITE FOREMAN SHALL HAVE RADIO CONTACT WITH THE

CONTROL TOWER AT ALL TIMES THE CONTRACTOR IS WORKING AT

THE SITE.

M. ALL VEHICLES SHALL HAVE COMPANY MARKINGS, AND SHALL

HAVE AND DISPLAY FLIGHT LINE PASSES.

N. ANY VEHICLE REQUIRED TO TRAVEL OVER ANY PORTION OF THE

AIRCRAFT MOVEMENT AREA OR RUNWAY APPROACH AREA SHALL BE

PROPERLY IDENTIFIED TO OPERATE IN THE AREA. ALL VEHICLES NOT

REQUIRING AN ESCORT SHALL BE MARKED WITH A FLASHING YELLOW

BEACON, A FLAG AND IDENTIFIED WITH A SIGN ON THE DRIVER'S

DOOR. VEHICLES REQUIRING AN ESCORT SHALL BE IDENTIFIED WITH

A SIGN ON THE DRIVER'S DOOR. THE FLAG SHALL BE NOT 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.

O. THE WORK AREA SHALL BE DELINEATED WITH LOW PROFILE

BARRICADES ALONG PAVED AREAS AND ROPE AND BARREL FENCING

ALONG NON-PAVED AREAS. THE CONTRACTOR MUST MAINTAIN A

24-HOUR STANDBY PERSON TO RESPOND TO INACTIVE FLASHING

BARRICADE LIGHTS AND BARRICADE/FENCING POSITIONING

PROBLEMS. SEE SHEET GC501 FOR BARRICADE AND FENCING

DETAILS.

P. CONTRACTOR SHALL COMPLY WITH ALL ASPECTS OF UFC

3-260-01, SECTION 14 CONSTRUCTION PHASING PLAN AND

OPERATIONAL SAFETY ON AIRFIELDS DURING CONSTRUCTION AND

FAA AC 150 5370-2f OPERATIONAL SAFETY ON AIRPORTS DURING

CONSTRUCTION.

Q. TRENCHES ARE CONSIDERED A CONFINED SPACE AND THE

CONTRACTOR IS TO FOLLOW ALL PROCEDURES AND REQUIREMENTS

OUTLINED IN EM 385-1-1 FOR CONFINED SPACE ENTRY AND

MONITORING.

R. ALL OPEN TRENCHES SHALL BE SURROUNDED BY SAFETY

FENCING. REFERENCE EM 385-1-1 AND SPECIFICATION SECTIONS 01

35 26 GOVERNMENTAL SAFETY REQUIREMENTS AND 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS FOR

REQUIREMENTS.

S. STOCKPILING OF EXCAVATED MATERIALS SHALL BE LIMITED TO

A HEIGHT WHERE MATERIAL CAN BE PROPERLY COVERED AND

MAINTAINED, BUT SHALL NOT EXCEED 4 FEET IN HEIGHT.

T. ALL STOCKPILES OF EXCAVATED MATERIALS LOCATED WITHIN

CONSTRUCTION AREAS SHALL BE COMPLETELY COVERED WITH

TARPING AND SUFFICIENTLY WEIGHTED DOWN TO PREVENT DUST

AND MATERIAL FROM ENTERING ALL OTHER AIRFIELD PAVEMENT

AREAS OUTSIDE OF THE BARRICADED AREA.

U. ALL STOCKPILED MATERIAL MUST BE COVERED AT THE END OF

EACH DAY'S WORK.

V. THE CONTRACTOR SHALL LIMIT UNCOVERED STOCKPILES TO A

MINIMUM.

W. THE COVER USED MUST BE ABLE TO BE PROPERLY SECURED

AND ANCHORED TO PREVENT THE COVER FROM BLOWING AWAY. THE

COVER MUST BE SECURED TO WITHSTAND SUSTAINED WINDS OF UP

TO 50 KNOTS. ADDITIONAL TIE DOWNS SHALL BE REQUIRED IF

EXTREME WEATHER CONDITIONS ARE IMMINENT.

X. PROPER DAMMING SHALL BE PROVIDED AROUND THE ENTIRE

STOCKPILE TO PREVENT SOIL RUN OFF FROM GETTING OUTSIDE OF

THE STOCKPILE AREA. PROPERLY SECURED SILT SOCKS ARE

ADVISED TO PREVENT EROSION FROM STOCKPILES.

Y. MAXIMUM EQUIPMENT HEIGHT ALLOWABLE IN THE AREA SHALL

NOT EXCEED 65'. ANY EQUIPMENT OVER 25 FEET IN HEIGHT WILL

REQUIRE AN AIRFIELD CONSTRUCTION WAIVER, WHICH REQUIRES A

MINIMUM 45 DAYS TO PROCESS.

Z. SUBMIT FAA FORM 7460-1 TO THE FAA PRIOR TO BEGINNING

WORK ON THE AIRFIELD. FAA APPROVAL CAN TAKE UP TO 60 DAYS.

CONTRACT EXTENSIONS DUE TO FAILURE TO SUBMIT THE FORM WILL

NOT BE ALLOWED. INCLUDE IN THE SUBMISSION ALL ANTICIPATED

EQUIPEMENT THAT EXCEEDS 25 FEET IN HEIGHT. APPROXIMATE

COORDINATES OF EQUIPMENT LOCATION IS REQUIRED TO BE

INCLUDED WITH THE FORM. CONSTRUCTION MAY BEGIN WHEN THE

FAA HAS ISSUED A DETERMINATION OF NO HAZARD AND THE

TEMPORARY CONSTRUCTION WAIVER HAS BEEN APPROVED BY THE

BASE COMMANDER.

AA. SUBMIT ALL INFORMATION REQUIRED BY THE AIRFIELD

MANAGER TO SUBMIT FOR THE TEMPORARY CONSTRUCTION WAIVER

TO BE SIGNED BY THE BASE COMMANDER. APPROVAL OF THE

TEMPORARY CONSTRUCTION WAIVER CAN TAKE UP TO 60 DAYS FOR

APPROVAL.

AB. PROTECT ALL EXISTING AIRFIELD LIGHTS AND/OR NAVAIDS

DURING CONSTRUCTION. IF AN EXISTING AIRFIELD LIGHTS AND/OR

NAVAIDS IS DAMAGED BY THE CONTRACTOR, IMMEDIATELY NOTIFY

THE CONTRACTING OFFICER. REPAIR OR REPLACE THE DAMAGED

AIRFIELD LIGHTS AND/OR NAVAIDS AT NO ADDITIONAL COST TO THE

GOVERNMENT. REPAIR ALL DAMAGES TO THE CONTRACTING

OFFICER'S SATISFACTION.

AC. ALL EXCAVATED CONTAMINATED MATERIAL SHALL BE DISPOSED

OF AT THE CONTAMINATED SOIL DISPOSAL LOCATION NEAR THE JB

MDL FUEL FARM.

AD. THE CONSTRUCTION AREA IS LOCATED ADJACENT TO A FORMER

PRACTICE MORTAR RANGE. IF ANYTHING IS DISCOVERED DURING

CONSTRUCTION ACTIVITIES THAT APPEARS TO BE AN UNEXPLODED

ORDINANCE, THE CONTRACTOR SHALL STOP WORK, EVACUATE THE

AREA AND IMMEDIATELY CALL BASE SECURITY.

AE. PRIOR TO BEGINNING ANY WORK ON THE AIRFIELD, THE

EXISTING HYDRANT FUEL PIPING LOOP SERVING HCLA #1 WILL BE

REQUIRED TO BE SHUT OFF AT THE EXISTING ISOLATION VALVE PIT.

COORDINATE THE SHUT DOWN WITH 787TH CES, THROUGH THE

CONTRACTING OFFICER, TWO WEEKS PRIOR TO INITIATING ANY WORK

ON THE AIRFIELD.

AF. REFERNENCE THE AIRFIELD ANNEX OF THE SPECIFICATION FOR

ADDITIONAL REQUIREMENTS FOR WORKING ON THE AIRFIELD.

4. AIR FORCE OPERATIONAL NOTES - FOR INFORMATION ONLY

A. TAXIWAY LIMA WILL BE CLOSED TO AIRCRAFT OPERATIONS

WHILE THE CONTRACTOR IS CONSTRING THE TEMPORARY ACCESS

ROAD TO THE MUNITIONS STORAGE BUILDING. THE CLOSURE WILL BE

DURING NON-OPERATIONAL HOURS AND COORDINATED WITH THE

AIRFIELD MANAGER, THROUGH THE CONTRACTING OFFICER.

B. A CAUTIONARY NOTICE TO AIRMAN (NOTAM) WILL BE ISSUED BY

THE AIRFIELD MANAGER INDICATING THAT THE DISTANCE TO THE

TEMPORARY FENCING ON THE HCLA IS 170 FEET FROM THE TAXIWAY

LIMA CENTERLINE, AND THERE ARE NO AIRCRAFT RESTRICTIONS ON

TAXIWAY LIMA.

C. EXCEPT FOR THE SHORT DURATION OF CONSTRUCTION OF THE

TEMPORARY ACCESS ROAD, ALL RUNWAYS, APRONS AND TAXIWAYS

WILL BE AVAILABLE FOR AIRCRAFT OPERATIONS AT ALL TIMES DURING

CONSTRUCTION WITH THE EXCEPTION OF THE HCLA, WHICH WILL BE

CLOSED TO AIRCRAFT OPERATIONS.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

U .S

.A R

M Y

C O

O F

R S

O M

O L

U E

O M

A, N

Y O

R K

O R

K, N

O R

X-

-X

C O

D E:

2D S2

6B A0

M C

G U

E-

-L

M C

G U

D H

D O

U S

G O

L O

G A

: P

. 0

/2 2/

N J0

5_ G

dw g

G N

GC201

C :\t em p\ nw o0

6e dh bm g\ d0

\N J0

5_ G

dw g 6/

C _B

&W .S

6E D

E E

C O

M M

E E

INVERT = 104.60

MATERIAL = CMP

DIAMETER = "

INVERT = 99.98

MATERIAL = CMP

DIAMETER = "

INVERT = 102.79

MATERIAL = MISC

DIAMETER = "

MWMWMW

MWMW

MWMWMW

BORE B-4

IH 18-03 A

CORE B

CORE C

BORE B-6CORE D

CP-2

BORE B-5

W W W W W W W W W

LPG

ss051p-mw06d

ss051p-gws17

ss051p-mw06s

ss051p-mw10

ss051p-sw11

ss051p-sw12 ft013p-sb20 ft013p-sb21

mw701-12052026

mw702-12052026

mw301-12052026

mw601-12052026

mw602-12052026

mw201-12052026 ss-hlla1-o-12 ss-hlla2-o-12

X X

X X X

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

U .S

.A R

M Y

C O

O F

R S

O M

O L

U E

O M

A, N

Y O

R K

O R

K, N

O R

X-

-X

C O

D E:

2D S2

6B A0

M C

G U

E-

-L

M C

G U

D H

D O

U S

G O

L O

G A

: P

. 0

N J0

dw g

O N

G P

BB102

C :\t em p\ nw o0

6e dh bm g\ d0

\N J0

dw g

:3 6:

C _B

&W .S

6E D

SCALE: 1"=100'

ENVIRONMENTAL SAMPLING PLANA1

SCALE IN FEET

100 0 200100

RIR SOIL BORING SAMPLE LOCATIONft013p-sb21

NORTH

GENERAL SHEET NOTES

LEGEND

1. SEE THE 02 61 13 APPENDIX TO THE SPECIFICATIONS FOR

ENVIRONMENTAL TESTING COORDINATES, CONTAMINATED SOIL

AND GROUNDWATER DATA AND DRAFT RIR SAMPLING

INFORMATION.

2. EXCAVATED SOIL WITHIN THE SITE MAY BE REUSED AT THE

SITE. EXCAVATED SOIL THAT IS TO BE DISPOSED OF OFF SITE

SHALL BE TESTED AND DISPOSED OF AS REQUIRED BY THE

SPECIFICATIONS.

3. EXCESS EXCAVATED MATERIAL SHALL BE STOCKPILED AT

THE LOCATION SHOWN WITHIN THESE PLANS AND DISPOSED OF

OFF SITE PER THE ENVIRONMENTAL REQUIREMENTS WITHIN

THE SPECIFICATIONS.

RIR SURFACE WATER SAMPLE LOCATIONss051p-sw11SW

RIR GROUND WATER SAMPLE LOCATIONss051p-sw11GW

RIR MONITORING WELL SAMPLE LOCATIONss051p-mw10MW

SUPPLEMENTAL WELL SAMPLE LOCATIONmwxxx-12052026MW

SUPPLEMENTAL SLUDGE,

SOLID SAMPLE LOCATION

ss-hllax-O-12

B d1.

LAP SPACING :

BAR MAT - 24 BAR DIAMETERS

WIRE FABRIC - ONE SPACING OF WIRE OR 32 WIRE

DIAMETERS, WHICHEVER IS GREATER

NOTE:

NOTES:

TABLE 1

AREA OF STEEL

s(A )

A h DENOTES REINFORCED CONCRETE PAVEMENT DESIGN THICKNESS.

REINFORCING STEEL IS NOT CARRIED THROUGH JOINT.

SLABS TO BE REINFORCED ARE SHADED ON THE JOINT LAYOUT PLAN

SHEETS.

REINFORCING SHALL HAVE A MINIMUM STEEL AREA A AS SHOWN IN TABLE 1.

STEEL AREA LISTED IN TABLE 1 IS SQ. IN./FT. IN EACH DIRECTION. MAXIMUM

BAR OR WIRE SPACING SHALL NOT EXCEED 12 INCHES.

LENGTH OF SLAB

LONGITUDINAL CONSTRUCTION JOINT3"

LAP

TRANSVERSE CONTRACTION JOINT

WIRE FABRIC

OR BAR MAT dh

TRANSVERSE CONTRACTION JOINT

D-DENOTES DOWEL DIAMETER

LAP

LONGITUDINAL CONSTRUCTION JOINT

DOWEL

D-DENOTES DOWEL DIAMETER

REINFORCING

STEEL

REINFORCING

STEEL

REINFORCING STEEL

DOWELED JOINT

LENGTH OF FABRIC OR MAT

O R

C T

O C

O F

O U

N G

O R

U D

E O

R B

LENGTH OF LAP

TRANSVERSE WIRE OR BAR SPACING

TRANSVERSE WIRE GAUGE

OR BAR DIAMETER

LONGITUDINAL WIRE GAUGE OR BAR DIAMETER

3" hd 4 1"

NOT TO SCALE

DETAIL OF SLAB REINFORCEMENT

NOTE:

LAP SPACING :

BAR MAT - 24 BAR DIAMETERS

WIRE FABRIC - ONE SPACING OF WIRE OR 32 WIRE

DIAMETERS, WHICHEVER IS GREATER

NOT TO SCALE

DETAIL OF WIRE FABRIC OR BAR MAT

dh dh

4 + 1" dh

+ D

SECTION

BSECTION

NOT TO SCALE

DETAIL FOR TERMINATION OF STEEL JOINT

12" & 13.5"

0.072

PAVEMENT

THICKNESS

hd 4 1"

(2) 4 BARS X 48 INCHES LONG @ 6 INCHES

O.C. TOP & BOTTOM AT REINTER CORNERS

(TYP.) - SEE TYPICAL NOTES 1 & 2

TYPICAL NOTES:

1. 3 INCHES CLEAR FROM TOP AND BOTTOM OF SLAB.

2. 3 INCHES CLEAR FROM INNER BAR TO OUTSIDE OF

PIT WALL.

3. ENTIRE SLAB SHALL ALSO BE REINFORCED. SEE

THIS SHEET FOR DETAILS.

NEW PCC SLAB (TYP.)

NOT TO SCALE

HYDRANT FUEL PIT CORNER REINFORCEMENT DETAIL

EXISTING HYDRANT FUEL PIT (TYP.)

19"

0.114

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

U .S

.A R

M Y

C O

O F

R S

O M

O L

U E

O M

A, N

Y O

R K

O R

K, N

O R

X-

-X

C O

D E:

2D S2

6B A0

M C

G U

E-

-L

M C

G U

D H

D O

U S

G O

L O

G A

: P

. 0

N J0

5_ C

.d w g

E R

CP503

C :\t em p\ nw o0

6e dh bm g\ d0

\N J0

5_ C

.d w g 6/

C _B

&W .S

6E D

AutoCAD SHX Text

STATION

STRM-DRAN-A PROFILE VIEW

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60

FINISH GRADE NEW TRENCH DRAIN

EXISTING GRADE

STRM DRAIN LINE A-169.64 LF - 18" RCP

SLOPE = 1.79%

STRM DRAIN LINE A-2

252.71 LF - 18" RCP

SLOPE = 0.50%

STORM DRAIN LINE A-3

42.48 LF - 18" HDPE

SLOPE = 0.50%

STRM DRAIN LINE A-4

146.50 LF - 18" RCP

SLOPE = 0.54%

TD A-1

STA: 1+32.75

RIM: 110.25

INV. OUT: 104.75

MH A-3

STA: 4+55.11

RIM: 110.15

INV. IN: 102.24

INV. IN: 107.78

INV. OUT: 102.04

MH A-2

STA: 2+02.39

RIM: 109.00

INV. IN: 103.50

INV. IN: 104.75

INV. OUT: 103.50

MH A-4

STA: 4+97.59

RIM: 108.26

INV. IN: 101.82

INV. IN: 101.92

INV. OUT: 100.77EXISTING GRADEFINISH GRADE

5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20

STATION

STRM-DRAN-B PROFILE VIEW

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20

STATION

STRM-DRAN-C PROFILE VIEW

-0+20 0+00 0+20 0+40

HW A-5

STA: 6+44.09

RIM: 102.11

INV. IN: 99.98 A-2

252.71 LF - 18" RCP

SLOPE = 0.50%

MH A-2

STA: 1+90.78

RIM: 109.00

INV. IN: 103.50

INV. IN: 104.75

INV. OUT: 103.50

STRM DRAIN LINE B-1

37.30 LF - 18" RCP

SLOPE = 6.72%

MH A-3

STA: 0+12.47

RIM: 110.15

INV. IN: 102.24

INV. IN: 107.78

INV. OUT: 102.04

C-1

12.39 LF - 6" PVC

SLOPE = 1.00%EXISTING GRADE

EXISTING GRADE EXISTING GRADE

FINISH GRADE

NEW TRENCH DRAIN CONNECTION

SEE SHEET CG502 FOR DETAILS

STRM DRAIN LINE B-2

133.47 LF - 18" RCP

SLOPE = 0.50%

18"

INV. 105.42'

MH B-2

STA: 0+57.31

RIM: 108.26

INV. IN: 105.42

INV. OUT: 105.42

STRM DRAIN LINE A-4

146.50 LF - 18" RCP

SLOPE = 0.54%

STATION

STRM-DRAN-D PROFILE VIEW

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80

STATION

STRM-DRAN-ZZ PROFILE VIEW

0+00 0+20 0+40 0+60 0+80 1+00

MH A-4

STA: 1+45.36

RIM: 108.26

INV. IN: 101.82

INV. IN: 101.92

INV. OUT: 100.77

STORM DRAIN LINE D-1125.36 LF - 8" PVC

SLOPE = 1.80%

STRM DRAIN LINE ZZ-1

38.61 LF - 18" RCP

SLOPE = 1.00%

AI ZZ-1

STA: 0+20

RIM: 111.67

INV. OUT: 106.67

EX. AI Z-2

STA: 0+58.61

RIM: 112.42

INV. IN: 101.25

INV. IN: 106.28

INV. OUT: 101.25

EXISTING GRADE

FINISH GRADEEXISTING TRENCH DRAIN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

U .S

.A R

M Y

C O

O F

R S

O M

O L

U E

O M

A, N

Y O

R K

O R

K, N

O R

X-

-X

C O

D E:

2D S2

6B A0

M C

G U

E-

-L

M C

G U

D H

D O

U S

G O

L O

G A

: P

. 0

N J0

5_ C

dw g

O R

M D

N L

A , B

, C , D

CG202

C :\t em p\ nw o0

6e dh bm g\ d0

\N J0

5_ C

dw g 6/

C _B

&W .S

6E D

SCALE: HORIZ:1" = 20' -0", VERT: 1" = 5'-0"

STORM DRAIN LINE A PROFILEL1

SCALE: HORIZ:1" = 20' -0", VERT: 1" = 5'-0"

STORM DRAIN LINE A PROFILEF1 SCALE: HORIZ:1" = 20' -0", VERT: 1" = 5'-0"

STORM DRAIN LINE B PROFILEF8 SCALE: HORIZ:1" = 20' -0", VERT: 1" = 5'-0"

STORM DRAIN LINE C PROFILEF16

SCALE: HORIZ:1" = 20' -0", VERT: 1" = 5'-0"

STORM DRAIN LINE D PROFILEA1 SCALE: HORIZ:1" = 20' -0", VERT: 1" = 5'-0"

STORM DRAIN LINE ZZ PROFILEA9

C H

E A-

- S

S H

C H

E A-

- S

S H

M T

COMM

E E

E E E

E E

E E E

E E

C O

M M

E E

INVERT = 104.60

MATERIAL = CMP

DIAMETER = "

INVERT = 99.9

MATERIAL = CMP

DIAMETER = "

INVERT = 102.79

MATERIAL = MISC

DIAMETER = "

MWMWMW

MWMW

MWMWMW

E E

W W W W W W W W W

LPG

LPGLPG

LPG

mw701-12052026

mw702-12052026

mw301-12052026

mw601-12052026

mw602-12052026

mw201-12052026 ss-hlla1-o-12 ss-hlla2-o-12

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

U .S

.A R

M Y

C O

O F

R S

O M

O L

U E

O M

A, N

Y O

R K

O R

K, N

O R

X-

-X

C O

D E:

2D S2

6B A0

M C

G U

E-

-L

M C

G U

D H

D O

U S

G O

L O

G A

: P

J U

N J0

dw g

W . D

N P

ED101

C :\d

N J0

dw g

:2 2:

C _B

&W .S

6E D

SHEET KEYNOTES

GENERAL SHEET NOTES

1. B1147 TO BE PROTECTED IN PLACE. CONTAINS A 15KW GENERATOR TO BE

PROTECTED IN PLACE.

2. REMOVE DEMOLISHED SECURITY LIGHTING CIRCUITS INTO ELECTRICAL

SERVICE PANEL LOCATED IN B1147.

3. PROTECT IN PLACE EXISTING TRANSFORMER.

4. DISCONNECT SERVICE TO PANEL PP-1 (SEE NEW SERVICE LINE ON ES101)

AND REMOVE DISCONNECT SERVING PP-1 AT THIS LOCATION. SEE NEW SERVICE

POINT IN ONE-LINE DIAGRAM ON ES507. PANEL PP-1 THROUGH NEW

INSTALLATION WILL BE FED FROM NEW PANEL XDP1.

5. EXISTING PANEL PP-1 TO BE PROTECTED IN PLACE.

6. CONTRACTOR TO DEMO ELECTRICAL SECONDARY SERVICE LINE FROM

EXISTING TRANSFORMER (TO REMAIN) TO EXISTING PANEL PP-1 (TO REMAIN).

SEE ES101 FOR NEW SERVICE LINE FOR PANEL PP-1.

7. CONTRACTOR TO REMOVE PATHWAY IF ENOUNTERED.

LEGEND

1. SEE CD SHEETS FOR CIVIL DEMOLITION INFORMATION.

2. FULL TONE ELECTRICAL ITEMS ARE TO BE REMOVED UNLESS OTHERWISE

NOTED. (FULL TONE ITEMS WILL HAVE AN 'X' MARKED ON THE ELECTRICAL ITEM.)

3. HALF TONE ELECTRICAL ITEMS ARE TO BE PROTECTED IN PLACE UNLESS

OTHERWISE NOTED.

4. ALL LED TAXIWAY LIGHT FIXTURES WITH AN "X" OVER IT SHALL BE TURNED

OVER TO MCGUIRE AFB.

5. NOTE REMOVED.

6. ALL REMOVED PRIMARY UNDERGROUND DUCTBANK SHALL HAVE THE

CONDUCTORS REMOVED. IN THE PRESENCE OF THE COR OR HIS OR HER

REPRESENTATIVE, THE CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS

INCLUDING NUMBER, SIZE, AND LENGTH OF CONDUCTORS IN REMOVED

DUCTBANKS FOR PRIMARY UNGERGROUND CONDUCTORS SERVING BUILDING

TRANSFORMERS AS SHOWN IN THE PLANS. CONTRACTOR SHALL REPLACE SIZE

AND NUMBER OF CONDUCTORS IN NEW CONCRETE ENCASED UNDERGROUND

DUCTBANKS AS SHOWN IN THE ES500'S SERIES SHEETS. PRIMARY CABLES SHALL

NOT BE SPLICED.

SCALE: 1"=50'

ELECTRICAL DEMOLITION PLANA1

SCALE IN FEET

50 0 10050

REMOVAL MARKING. ANY ELECTRICAL ITEM WITH THIS MARKING SHALL BE

REMOVED ENTIRELY UNLESS OTHER NOTED IN THE DRAWINGS. NOTE IF LIGHT

BASE IS REMOVED, THEN THE CONDUIT AND CABLING SHALL BE REMOVED AS

WELL BETWEEN TWO LIGHT BASES INDICATED TO BE REMOVED.

EXISTING ELECTRICAL VAULT

EXISTING IN-PAVEMENT TAXIWAY EDGE LIGHT

SEE GENERAL NOTES 4 AND 5 ABOVE.

EXISTING CONDUIT TO BE PROTECTED IN PLACE

EXISTING CONDUIT TO BE REMOVED

EXISTING 10' POLE WITH SECURITY LIGHT FIXTURE TO BE REMOVED.

NORTH

6+00

7+00

8+00

9+00

9+82.84

PC: 4+63.12

PT: 5+61.88

E: 9+82.84

MSD

M T

COMM

E E

E E E

E E

C O

M M

E E

MWMWMW

MWMW

MWMWMW

E E

W W W W W W W W W

LPG

LPGLPG

LPG

mw701-12052026

mw702-12052026

mw301-12052026

mw601-12052026

mw602-12052026

mw201-12052026 ss-hlla1-o-12 ss-hlla2-o-12

LP1

LP3

LP4

LP2

ESHH

40.00'

101.76'

141.76'

101.76'

40.00'

78.40'

38.51' (TYP.)

74.19'

35.35' (TYP.)

.96

' (T

YP.)

N: 433,080.04 E: 464,871.84

N: 433,049.66 E: 465,054.90

N: 432,871.57 E: 465,447.03

N: 432,523.37 E: 465,025.28

N: 432,699.70 E: 465,390.81

N: 432,671.23 E: 465,475.28

N: 432,604.94 E: 465,358.87

N: 432,576.47 E: 465,443.34

R167.50'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

U .S

.A R

M Y

C O

O F

R S

O M

O L

U E

O M

A, N

Y O

R K

O R

K, N

O R

X-

-X

C O

D E:

2D S2

6B A0

M C

G U

E-

-L

M C

G U

D H

D O

U S

G O

L O

G A

: P

J U

N J0

dw g

W . D

ES101

C :\d

N J0

dw g

:2 2:

C _B

&W .S

6E D

SHEET KEYNOTES

GENERAL SHEET NOTES

1. HIGH MAST LIGHT POLE TYPE #1, 55' POLE PER LIGHTING DESIGN. SEE SS501.

2. HIGH MAST LIGHT POLE TYPE #2, 70' POLE PER LIGHTING DESIGN. SEE SS501.

3. HIGH MAST LIGHT POLE TYPE #3, 60' POLE PER LIGHTING DESIGN. SEE SS501.

4. EXISTING TRANSFORMER TO SERVE HIGH MAST FLOOD LIGHTS. SEE ES507

FOR ADDITIONAL INFORMATION.

5. NEW STRUT-MOUNTED ELECTRICAL DISTRIBUTION PANELBOARD AS SHOWN

ON DETAILS ON ES507.

6. NEW GENERATOR WITH INTEGRAL DAY TANK. SEE ONE LINE DIAGRAM AND

OTHER INFORMATION ON ES507. BOLLARDS TO BE PROVIDED AS SHOWN ON THE

CIVIL DETAIL SHEETS. SEE SPECIFICATIONS FOR TANK REQUIREMENTS.

7. EXISTING PANEL PP-1, CONNECT NEW CABLING TO PANEL PP-1 FROM NEW

STRUT MOUNTED PANEL XDP1. ONE LINE SHOWN ON ES507.

8. 2SY CONDUIT. SEE ES503.

9. 1SY CONDUIT. SEE ES503.

10. 2S CONDUIT. SEE ES503.

11. MANHOLE IMMERSION HEATER SHALL BE INSTALLED WITHIN MANHOLE

NOTED. SEE CIVIL SHEETS FOR MORE INFORMATION.

12. DIRECTIONAL BORE UNDERNEATH EXISTING DRAIN TRENCH. SEE ES503.

13. 3SY CONDUIT. SEE ES503.

14. NEW NEMA 4 JUNCTION BOX MOUNTED NEAR ACCESS GATE FOR FUTURE

SECURITY SYSTEM.

15. PROVIDE (2) 2" DIRECT BURY, EMPTY CONDUITS FOR FUTURE SECURITY

SYSTEM.

16. NEW NEMA 4 JUNCTION BOXMOUNTED NEAR PANEL PP-1 FOR FUTURE

SECURITY SYSTEM.

LEGEND

1. AIRFIELD LIGHTING CABLING (L-824 TYPE C) SHALL BE #8 AWG SIZE FOR 6.6

AMP SERIES CIRCUITS AND #6 AWG SIZE FOR 20 AMP SERIES CIRCUITS.

2. NOTE REMOVED.

3. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS.

4. SEE SHEETS ES506 FOR AIMING AND ORIENTATION INFORMATION FOR

EACH FIXTURE.

5. WHERE CONDUIT RUNS UNDERNEATH PAVEMENT, CONCRETE DUCT SHALL

BE PROVIDED.

SCALE: 1"=50'

ELECTRICAL SITE PLANA1

SCALE IN FEET

50 0 10050

ELEVATED MEDIUM INTENSITY TAXIWAY EDGE LIGHT SHALL MEET

FAA AC 150/5345-46, TYPE L-861T. SEE NOTE 2 THIS SHEET.

IN-PAVEMENT MEDIUM INTENSITY TAXIWAY EDGE LIGHT SHALL

MEET FAA AC 150/5345-46, TYPE L-852T. SEE NOTE 2 THIS SHEET.

EXISTING CONDUIT TO BE PROTECTED IN PLACE.

NEW AIRFIELD LIGHTING CIRCUIT IN CONCRETE ENCASED

CONDUIT. 2S CONDUIT SEE DETAILS ON SHEET ES503. TICK MARKS

INDICATE NUMBER OF CABLES IN DUCTBANK. ONE CIRCUIT PER

CONDUIT ONLY.

NEW DIRECT BURIED CONDUIT FOR HIGH MAST LIGHT AND OTHER

ELECTRICAL CIRCUITS. SEE KEYED NOTES 8, 9, 10, AND 13, AND

DETAILS ON SHEET ES503.

NEW ELECTRICAL HANDHOLE. SEE DETAILS ON ES501.

HIGH MAST POLE LIGHTING. SEE DETAIL SHEETS ES502 AND ES507

FOR MORE INFORMATION.

OVERHEAD CATENARY LIGHTNING PROTECTION. SEE SHEET ES508

FOR DETAILS.

ELECTRICAL EQUIPMENT CONNECTION. SEE KEYED NOTES.

LP# LP#

NORTH

Sheets and Views

NJ05_BB102

File details come from the government source that posted it. Updated Jun 24, 2026.