Addendum No. 4-Excess Haul Route - Drawings.pdf

1. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE CONTRACTING OFFICER OF ANY

DISCREPANCY OR CONFLICT FOUND IN THE FIELD PRIOR TO OR DURING THE COURSE

OF CONSTRUCTION AND MUST NOT PROCEED WITH CONSTRUCTION UNTIL THE

CONTRACTING OFFICER RESOLVES THE SAID DISCREPANCY OR CONFLICT.

2. UNLESS OTHERWISE NOTED, ALL EXISTING PAVEMENT, UTILITY LINES, AND OTHER

IMPROVEMENTS DAMAGED OR UNDERMINED AS A RESULT OF THE CONTRACTOR'S

OPERATIONS, MUST BE RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT THE

CONTRACTORS EXPENSE TO MATCH EXISTING CONDITIONS.

3. THE UNDERGROUND PIPES, CABLES, OR DUCT LINES KNOWN TO EXIST BY THE

ENGINEER FROM THE ENGINEERS SEARCH OF RECORDS AND SURVEY, ARE INDICATED

ON THE PLANS. THE CONTRACTOR MUST VERIFY THE LOCATIONS AND DEPTHS OF THE

FACILITIES AND EXERCISE PROPER CARE IN EXCAVATING IN THE AREA. WHEREVER

CONNECTIONS OF NEW UTILITIES TO EXISTING UTILITIES ARE SHOWN ON THE PLANS

THE CONTRACTOR MUST EXPOSE THE EXISTING LINES AT THE PROPOSED

CONNECTIONS TO VERIFY THEIR LOCATIONS AND DEPTHS PRIOR TO EXCAVATION FOR

NEW LINES.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING UTILITIES.

DAMAGE TO THE EXISTING UTILITIES MUST BE REPAIRED BY THE CONTRACTOR AT THE

CONTRACTOR'S EXPENSE WITH NO COST TO THE GOVERNMENT.

5. THE CONTRACTOR MUST VERIFY AND CHECK ALL DIMENSIONS AND DETAILS SHOWN

ON THE DRAWING PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES

MUST BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER

FOR CLARIFICATION.

6. THE CONTRACTOR MUST SEED AND STABILIZE ALL DISTURBED AREAS NOT COVERED

BY PAVEMENT.

7. DEMOLITION, REMOVAL, AND DISPOSAL OF OTHER ITEMS AS IDENTIFIED DURING

DEMOLITION ACTIVITIES AND BY THE GOVERNMENT CLIENT MAY BE REQUIRED AND

MUST BE ACCOMPLISHED WHEN REQUESTED BY THE GOVERNMENT.

8. SPOILS MUST BE DISPOSED OF OFFSITE AT THE CONTRACTOR'S EXPENSE.

STOCKPILES AND STAGING AREAS WILL BE PROVIDED BY THE CONTRACTOR.

9. THE CONTRACTOR MUST NOT DISTURB OR BLOCK ACCESS TO OTHER FACILITIES AND

WORK AREAS THAT MAY BE ADJACENT TO THE PROJECT SITE. DETOURS, WHEN

REQUIRED, MUST BE COORDINATED WITH THE CONTRACTING OFFICER.

10. HAUL ROUTES ARE NOT FOR THE CONTRACTOR'S SOLE USE AND MUST REQUIRE

COORDINATION WITH THE CONTRACTING OFFICER AND OTHER USERS.

11. HAUL ROUTES MUST BE USED AS DIRECTED BY THE NJ ANG. THE USE OF EXISTING

ROADS SHOWN ON THESE DRAWINGS FOR ACCESS TO THE PROJECT SITE MUST BE

VERIFIED WITH THE NJ ANG PRIOR TO BEGINNING WORK.

12. EXISTING FACILITIES SHOWN ON THE DRAWINGS ARE BASED ON THE BEST AVAILABLE

INFORMATION, BUT MAY NOT REFLECT THE ACTUAL CONDITIONS AT THE SITE. THE

CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS

PRIOR TO BEGINNING WORK.

13. CONTRACTOR MUST NOTIFY CONTRACTING OFFICER WHEN AN UNKNOWN UTILITY IS

ENCOUNTERED. ALL DEBRIS AND SCRAP WILL BE REMOVED FROM THE WORK AREA

AND DISPOSED OF AT A COMMERCIAL LANDFILL OR OTHER APPROVED OFF-SITE

LOCATION.

14. THE CONTRACTOR MUST FIELD VERIFY THIS INFORMATION PRIOR TO USE TO

DETERMINE WHETHER ANY DISCREPANCIES OR DIFFERING SITE CONDITIONS EXIST.

15. UNLESS OTHERWISE NOTED, ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE

DRAWINGS ARE EXPRESSED IN FEET.

16. ALL DIMENSIONS SHOWN ARE MEASURED FROM THE OUTSIDE FACE OF BUILDING

FOUNDATIONS AND BACKS OF CURBS, UNLESS NOTED OTHERWISE.

17. THE CONTRACTOR MUST MAINTAIN POSITIVE DRAINAGE AWAY FROM NEW AND

EXISTING CONSTRUCTION AT ALL TIMES.

18. PROVIDE SOIL PREPARATION (INCLUDING SOIL CONDITIONERS AS REQUIRED),

FERTILIZING, SEEDING, AND SURFACE TOP-DRESSING OF ALL NEWLY GRADED

FINISHED EARTH SURFACES, UNLESS INDICATED OTHERWISE, AND AT ALL AREAS

INSIDE OR OUTSIDE THE LIMITS OF CONSTRUCTION THAT ARE DISTURBED BY THE

CONTRACTOR'S OPERATIONS.

19. TO THE MAXIMUM EXTENT POSSIBLE, EXCAVATED SOILS MUST BE RE-PURPOSED TO

REMAIN WITHIN THE PROJECT LIMITS AS FILL MATERIAL. FAA RESERVES THE RIGHT OF

FIRST REFUSAL TO RETAIN ALL EXCESS MATERIAL GENERATED FROM CONSTRUCTION

PROJECTS PERFORMED ON TECHNICAL CENTER PROPERTY (INCLUDING LEASED

AREAS). ANY SOIL THAT IS PROPOSED TO BE RELOCATED OUTSIDE OF A PROJECT

AREA MUST BE SAMPLED AND ANALYZED FOLLOWING NJ DEP FILL MATERIAL (I.E., ONE

TCLP SAMPLE PER EVERY 1,000 YARDS) AND RECEIVE APPROVAL FROM FAA PRIOR TO

TRANSPORT. IN THE EVENT FAA ELECTS TO REFUSE ACCEPTANCE OR IF THE

EXCAVATED SOIL IS FOUND TO BE CONTAMINATED AND NOT BEING USED AS ON-SITE

BACKFILL MATERIAL, THE CONTRACTOR WILL BE REQUIRED TO PREPARE AN OFF-SITE

DISPOSAL PLAN AND COORDINATE WITH FAA AND CONTRACTING OFFICER ON THE

MATERIAL'S TRANSPORT AND DISPOSAL TO AN APPROVED, OFF-SITE FACILITY. ANY

CLEAN SOIL REMAINING ON TECHNICAL CENTER PROPERTY MUST BE TRANSPORTED

TO A GOVERNMENT STOCKPILE AREA WITHIN 3 AERIAL MILES OF THE PROJECT SITE

AND THE CONTRACTOR MUST PROVIDE A BULLDOZER TO BREAK DOWN THE

STOCKPILES AFTER DELIVERY.

20. CONTRACTOR MUST NOTIFY CONTRACTING OFFICER AND NJ ANG WHEN ALL BURIED

UTILITIES ARE BEING INSTALLED PRIOR TO BACKFILLING AND FOR EXISTING UTILITIES

THAT ARE UNCOVERED. NJ ANG WILL COORDINATE WITH FAATC SO THAT THE FAATC

CAN GPS ALL UTILITIES.

21. ACCESS TO THE STOCKPILE IS RESTRICTED AND REQUIRES A BADGING AND PRESCREENING

PROCESS. THIS PROCESS INVOLVES A FEE AND MAY TAKE UP TO FOUR WEEKS.

REQUIREMENTS INCLUDE A SUCCESSFUL BACKGROUND CHECK, A REAL ID, AND ONLINE

TRAINING.

GENERAL NOTES

CONCRETE

SANITARY SEWER LINE

LEGEND

ABA

ADA

ASTM

Ø

AASHTO

C

C-C

CDB

CF

CONC

CU

DIA/D

DR

E

EDB

E.G.

EL/ ELEV

EXP

F

FAA

FFE

FO

' or FT

G

H

HDPE

H/C

" or IN

INV

L

LOC

LOD

AND

DEGREES

ARCHITECTURAL BARRIERS ACT

AMERICANS WITH DISABILITIES ACT

AMERICAN SOCIETY FOR TESTING

AT

OUTSIDE DIAMETER

AMERICAN ASSOCIATION OF STATE

HIGHWAY AND TRANSPORTATION OFFICIALS

CENTERLINE

CENTER TO CENTER

COMMUNICATIONS DUCT BANK

CUBIC FEET

CONCRETE

CUBIC

DIAMETER

DRIVE

EASTING

ELECTRICAL DUCT BANK

FOR EXAMPLE

ELEVATION

EXPANSION

FIRE PROTECTION

FEDERAL AVIATION ADMINISTRATION

FINISHED FLOOR ELEVATION

FUEL OIL

FEET

GAS

HORIZONTAL

HIGH DENSITY POLYETHYLENE

HANDICAP

INCHES

INVERT

LENGTH

CONSTRUCTION LIMITS

LIMITS OF DISTURBANCE

ABBREVIATIONS

L

MAX

MH

MIN

ML

MM

MSL

MTC

MV

N

NTS

OC

OD

OLI

O&M

OSHA

PB

PE

PC

PIV

PSF

PSI

PV

PVC

R

RC

RCP

RD

REINF

ROW

S

SDB

SF

SQ

STA

SWM

SY

T T&B

TEMP

TYP

VAR

W

MAXIMUM

MANHOLE

MINIMUM

MILLILITER

MILLIMETER

MEAN SEA LEVEL

MISSION TRAINING CENTER

MEDIUM VOLTAGE

NORTHING

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OPTIONAL LINE ITEMS

OPERATION AND MAINTENANCE

OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

PAVEMENT BORING

POLYETHYLENE

POINT OF CURVATURE

POST INDICATOR VALVE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PHOTOVOLTAIC

POLYVINYL CHLORIDE

RADIUS

REINFORCED CONCRETE

REINFORCED CONCRETE PIPE

ROAD

REINFORCED

RIGHT OF WAYS

SLOPE

SHIELDED DUCT BANK

SQUARE FEET/SILT FENCE

SQUARE

STATION

STORM WATER MANAGEMENT

SQUARE YARD

TANGENT

TOP AND BOTTOM

TEMPORARY

TYPICAL

VARIABLE

DOMESTIC WATER

AGGREGATE SURFACE

POTABLE WATER LINE

GAS LINE

STORM DRAIN LINE

G

SD

NEW EXISTING

CHAIN-LINK FENCE WITH

VISION SLATS

ASPHALT

SD

G

ELECTRICAL MANHOLE

CONTOUR 59.0 59.0

SPOT ELEVATION 880.000

SAN

ELECTRICAL DUCTBANK LINE

TREE

X X

SANITARY MANHOLE

BUILDING FOOTPRINT

E

COMMUNICATIONS DUCTBANK LINE

COMM

X X

COMM

DSTORM MANHOLE

STORM INLET D

POLE MOUNTED LIGHTS

S

FLOW ARROW

W W

SAN

GAS VALVE

SIGNAGE

WATER MANHOLE

CLEANOUT

WATER VALVE

POST INDICATOR VALVE

BOLLARD

LODLIMITS OF DISTURBANCE

SEEDING / NATIVE GRASS

MECHANICAL YARD

(OPTIONAL LINE ITEMS - OLIS)

GRAVEL DRIVE FOR

FIRE TRUCK ACCESS

OPTIONAL LINE ITEMS (OLIS)

OUTLINE

CONSTRUCTION STAGING AREA

X X

MECHANICAL YARD

(BASE BID)

CHAIN-LINK FENCE WITH VISION

SLATS

PHASE 1-BASE BID

PHASE 2-OLI 1

PHASE 3-OLI 2

FIRE HYDRANT

FIRE PROTECTION LINE F F

BASE BID DEMOLISH AND

REMOVE PAVEMENT SURFACE

AND EXISTING FEATURES

BASE BID CLEAR AND GRUB

VEGETATION AND STONE

SURFACING

DEMOLISH PAVEMENT SURFACES,

VEGETATION, FENCING, AND RSS

PADS. DEMOLISH ALL BUILDING

RELATED UTILITIES AND TERMINATE

AT CONNECTION TO MAIN.

OPTIONAL LINE ITEM 1

DEMOLISH AND

REMOVE PAVEMENT

OPTIONAL LINE ITEM 1

DEMOLISH VEGETATION

OPTIONAL LINE ITEM 2

DEMOLISH ROCK AND

VEGETATION

LEGEND NEW EXISTING

BORING LOCATION

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

2022-130-00

MAY 15, 2025

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

Eg g

Ne w

J er se y

To w ns hi p, Ha rb or

At la nt ic

C ity

A

NG

B as e F-

M is si on T ra in in g

Ce nt er (M

TC

N

EW

J

ER

SE

Y

A N

G -1 th

F W

C-001

J. BIRK

A. BESCHNETT

J. PURPURA

D. ADAMS

CIVIL - LEGEND, GENERAL

NOTES, AND ABBREVIATIONS

1 ADDENDUM NO. 4 5-27-2026

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

D

D

D

D

D

D

D

D

D

B1 SCALE:

N

PROJECT LOCATION MAP

NTS

C1 SCALE:

PROJECT SITE LOCATION MAP

NTS C3 SCALE:

PROJECT VICINITY MAP

NTS

NN

SEE PROJECT VICINITY MAP

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

2022-130-00

MAY 15, 2025

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

Eg g

Ne w

J er se y

To w ns hi p, Ha rb or

At la nt ic

C ity

A

NG

B as e F-

M is si on T ra in in g

Ce nt er (M

TC

N

EW

J

ER

SE

Y

A N

G -1 th

F W

GC100

J. BIRK

A. BESCHNETT

J. PURPURA

D. ADAMS

CIVIL - PROJECT LOCATION

AND VICINITY MAP

SEE PROJECT LOCATION MAP

PROJECT LOCATION

A3 SCALE:

FAA SOIL STOCKPILE LOCATION MAP

NTS

N

1 ADDENDUM NO. 4 5-27-2026