ATTACH 2 - Drawings.pdf

AIRPORT ELEVATION = 1068.5 FT

LATITUDE: 33°54'52"N

LONGITUDE: 84°30'51"W

COBB COUNTY

PROJECT

LOCATION

VICINITY MAPLOCATION MAP

N.T.S.N.T.S.

ISSUE DATE: FEBRUARY 7, 2020

SOLICITATION NO.:

CONTRACT NO.:

PROJECT

LOCATION

H

W

AIR FORCE RESERVE

COMMAND

DOBBINS AIR RESERVE BASE, GEORGIA

REPAIR SPALLS, CRACKS & JOINTS ON C-130 RAMP & TAXIWAY

DELTA/GOLF, LOX PAD, INSTALL MOORING POINTS FOR C-130

PARKING SPOTS AND REPAIR OVERRUNS & SHOULDERS

PROJECT NO. FGWB13 - 0024

FINAL DESIGN SUBMITTAL

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C T

N

O

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

A I R

F

R

E

S

E R

V

M

M A

N D

AIR FORCE RESERVE

COMMAND

A N

S I

D

J A

N U

A R

Y

M

S G

C

E C

I N

D U

S T

R I A

L

D

R I V

E

D O

B B

I N

S

A

R B

G

A

M E

A D

U N

T

I N

C

N

L O

E

S

U I T

E

T A

M P

A

F

L

B E

N H

A M

S

K E

L

M

P A

N Y

B

R O

A D

W A

Y

S

U I T

E

O K

L A

H O

T

Y

O

K

D O

B B

I N

S

A

S

E R

B

S

E

G

E O

R G

P

A

P A

L L

S

C

R A

C K

J

I N

T

S

E A

C

M

X

I W

A Y

D E

L T

A G

O L

F

L

X

D

I N

S T

A L

L

M

O O

R I N

G

P

O I N

P A

R K

I N

G

S

P O

P

A

E

R R

U N

O

U L

D E

R S

P R

O J E

F

G W

B

FINAL DESIGN SUBMITTAL

OF1 73

GI001

T I T

E

E T

M J R

D M

R

D P

S

Attachment 2 FA670320B0003

2169des

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

A

R

S

E R

M

M A

N D

AIR FORCE RESERVE

COMMAND

A N

S I

D

J A

N U

A R

Y

T

H

M

S G

C

E C

I N

D U

S T

R I A

L

D

R I V

E

D O

B B

I N

S

A

R B

G

A

M E

N

T

I N

C

L

O

E

S

U I T

E

T A

M P

A

F

L

B E

N H

A M

S

K E

L L

C

O M

P A

N Y

N

B

R O

A D

W A

Y

S

U I T

E

O K

L A

H O

T

Y

O

K

D O

B B

I N

S

A

S

E R

S

E

G

E O

R G

P

A

A

L L S

C

R A

C K

I N

T

S

E A

C

R

A M

X

I W

A Y

D E

L T

A G

O L F

L O

X

P

A D

I N

S T

A L L

M

O O

R I N

G

P

O I N

P A

R K

I N

G

S

P O

P

A

E

R R

U N

O

U L D

E R

S

P R

O J E

F

G W

B

FINAL DESIGN SUBMITTAL

OF2 73

GI002

S H

E E

T

I N

D E

X

M J R

D M

R

D E

S

Sheet List Table

SHEET NO. SHEET TITLE

GI001 TITLE SHEET

GI002 SHEET INDEX

GI003 LEGEND AND ABBREVIATIONS

GC111 PROJECT LAYOUT PLAN

GC141 CONSTRUCTION OPERATIONS & PHASING PLAN - OVERALL

GC142 CONSTRUCTION OPERATIONS & PHASING PLAN - C-130 RAMP

GC143 CONSTRUCTION OPERATIONS & PHASING PLAN - C-130 RAMP

GC144 CONSTRUCTION OPERATIONS & PHASING PLAN - OVERFLOW RAMP

GC145 CONSTRUCTION OPERATIONS & PHASING PLAN - TAXIWAY D

GC146 CONSTRUCTION OPERATIONS & PHASING PLAN - TAXIWAY G

GC151 CONSTRUCTION OPERATIONS & PHASING NOTES

GC152 CONSTRUCTION OPERATIONS & PHASING NOTES

GC501 EROSION CONTROL DETAILS

CS001 EXISTING PAVEMENT IDENTIFICATION PLAN

CS002 EXISTING PAVEMENT IDENTIFICATION PLAN

CS003 EXISTING PAVEMENT IDENTIFICATION PLAN

CS101 EXISTING SITE PLAN- C-130 RAMP

CS102 EXISTING SITE PLAN- C-130 RAMP

CS103 EXISTING SITE PLAN- C-130 RAMP

CS104 EXISTING SITE PLAN- C-130 RAMP

CS105 EXISTING SITE PLAN- C-130 RAMP

CS106 EXISTING SITE PLAN- C-130 RAMP

CS107 EXISTING SITE PLAN- C-130 RAMP

CS108 EXISTING SITE PLAN- C-130 RAMP

CS111 EXISTING SITE PLAN- OVERFLOW RAMP

CS112 EXISTING SITE PLAN- OVERFLOW RAMP

CS113 EXISTING SITE PLAN- OVERFLOW RAMP

CS114 EXISTING SITE PLAN- OVERFLOW RAMP

CS121 EXISTING SITE PLAN- TAXIWAY D

CS122 EXISTING SITE PLAN- TAXIWAY D

CS123 EXISTING SITE PLAN- TAXIWAY D

CS124 EXISTING SITE PLAN- TAXIWAY D

CS125 EXISTING SITE PLAN- TAXIWAY D

CS126 EXISTING SITE PLAN- TAXIWAY D

CS131 EXISTING SITE PLAN- TAXIWAY G

CS132 EXISTING SITE PLAN- TAXIWAY G

CS133 EXISTING SITE PLAN- TAXIWAY G

CS141 EXISTING SITE PLAN- EAST OVERRUN

CS151 EXISTING SITE PLAN- WEST OVERRUN

CS161 EXISTING SITE PLAN- LOX PAD

CP101 PAVEMENT REPAIR PLAN- C-130 RAMP

CP102 PAVEMENT REPAIR PLAN- C-130 RAMP

CP103 PAVEMENT REPAIR PLAN- C-130 RAMP

CP104 PAVEMENT REPAIR PLAN- C-130 RAMP

CP105 PAVEMENT REPAIR PLAN- C-130 RAMP

CP106 PAVEMENT REPAIR PLAN- C-130 RAMP

CP107 PAVEMENT REPAIR PLAN- C-130 RAMP

CP108 PAVEMENT REPAIR PLAN- C-130 RAMP

CP111 PAVEMENT REPAIR PLAN- OVERFLOW RAMP

CP112 PAVEMENT REPAIR PLAN- OVERFLOW RAMP

CP113 PAVEMENT REPAIR PLAN- OVERFLOW RAMP

CP114 PAVEMENT REPAIR PLAN- OVERFLOW RAMP

CP121 PAVEMENT REPAIR PLAN- TAXIWAY D

CP122 PAVEMENT REPAIR PLAN- TAXIWAY D

CP123 PAVEMENT REPAIR PLAN- TAXIWAY D

CP124 PAVEMENT REPAIR PLAN- TAXIWAY D

CP125 PAVEMENT REPAIR PLAN- TAXIWAY D

CP126 PAVEMENT REPAIR PLAN- TAXIWAY D

CP131 PAVEMENT REPAIR PLAN- TAXIWAY G

CP132 PAVEMENT REPAIR PLAN- TAXIWAY G

CP133 PAVEMENT REPAIR PLAN- TAXIWAY G

CP141 PAVEMENT REPAIR PLAN- EAST OVERRUN

CP151 PAVEMENT REPAIR PLAN- WEST OVERRUN

CP161 PAVEMENT REPAIR PLAN- LOX PAD

CP301 TYPICAL SECTIONS & PAVEMENT REPAIR DETAILS

CP501 PAVEMENT REPAIR DETAILS

CP502 JOINTING DETAILS

CP503 JOINTING DETAILS

CS175 MARKING PLAN- EAST OVERRUN

CS176 MARKING PLAN- WEST OVERRUN

CS501 MARKING DETAILS

CI181 MOORING POINT LAYOUT

CI502 TIEDOWN DETAILS

TAXIWAY EDGE LIGHT

SURVEY CONTROL POINT

CHAIN LINK FENCE

ELECTRIC LINE

PROJECT LIMITS

STORM DRAIN PIPE

LOW PROFILE BARRICADES

EXISTING PROPOSED

AB

AGGREGATE BASE

AC

ASPHALT CONCRETE

ALT

ALTERNATE

AOA AIR OPERATIONS AREA

APCH APPROACH

APPROX APPROXIMATE

ARFF AIR RESCUE AND FIRE FIGHTING

ATCT AIR TRAFFIC CONTROL TOWER

ATO AIR TRAFFIC ORGANIZATION

AWG AMERICAN WIRE GAUGE

BC BEGINNING OF CURVE

BLDG BUILDING

BM BENCHMARK

BOT BOTTOM

BVC BEGINNING OF VERTICAL CURVE

C-C CENTER TO CENTER

C CURVE

CB CATCH BASIN

CIPCP CAST-IN-PLACE CONCRETE PIPE

CJ CONSTRUCTION JOINT

CFS CUBIC FEET PER SECOND

CL, C/L

CENTERLINE

CLF CHAIN-LINK FENCE

CLR CLEAR

CMP CORRUGATED METAL PIPE

CONC CONCRETE

CONT CONTINUOUS

CRGO CARGO

CP CONTROL POINT

DB DIRECT BURIAL

DEG DEGREE

DI DROP INLET

DIA DIAMETER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DP DEPTH

(E)

EXISTING

E

ELECTRICAL LINE, EASTING

EC END OF CURVE

EG EXISTING GRADE

ELEV ELEVATION

EOP EDGE OF PAVEMENT

EVC END OF VERTICAL CURVE

FAA FEDERAL AVIATION ADMINISTRATION

FBO FIXED BASE OPERATOR

FF FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

FL FLOW LINE

FNC FENCE

FOD FOREIGN OBJECT DEBRIS

FPS FEET PER SECOND

FT FEET

G NATURAL GAS LINE

GAL GALLON

GALV GALVANIZED

GB GRADE BREAK

GND GROUND

GPM GALLONS PER MINUTE

GS GROUND SHOT

H HEIGHT

HDPE HIGH DENSITY POLYETHYLENE

HIRL HIGH INTENSITY RUNWAY LIGHT

HITHL HIGH INTENSITY THRESHOLD LIGHT

HORIZ HORIZONTAL

HMA HOT MIX ASPHALT

HWY HIGHWAY

IE INVERT ELEVATION

IN INCHES

IP IN-PAVEMENT

L

LENGTH, LEFT, LINE, LIGHT

LAT LATITUDE

LBS POUNDS

LED, (L)

LIGHT EMITTING DIODE

LF LINEAL FEET

LOC LOCALIZER

LONG LONGITUDE

LWL LOW WATER LEVEL

MH MANHOLE

MAX MAXIMUM

MG MILLED GRADE

MID MIDPOINT

MIN MINIMUM

MALS MEDIUM APPROACH LIGHTING SYSTEM

MIRL MEDIUM INTENSITY RUNWAY LIGHT

MITL MEDIUM INTENSITY TAXIWAY LIGHT

MPH MILES PER HOUR

MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

(N)

NEW

N NORTHING

NAVAIDS NAVIGATION AIDS

NIC NOT IN CONTRACT

NO. OR # NUMBER

NOTAM NOTICE TO AIRMAN

NTS NOT TO SCALE

OFF, O/S

OFFSET

OC ON CENTER

OH OVERHEAD

PAPI PRECISION APPROACH PATH INDICATOR

PB PULL BOX

PC POINT OF CURVATURE

PCC PORTLAND CEMENT CONCRETE

PCF POUNDS PER CUBIC FOOT

PFC POROUS FRICTION COURSE

PERF PERFORATED

PI POINT OF INTERSECTION

POB POINT OF BEGINNING

POC POINT OF CURVE

POE POINT OF ENDING

PSI POUNDS PER SQUARE INCH

PSF POUNDS PER SQUARE FOOT

PT

POINT, POINT OF TANGENCY

PVC POINT OF VERTICAL CURVE

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENCY

QTY QUANTITY

R

RIGHT, RADIUS

R&R REMOVE AND REPLACE

RAIL RUNWAY ALIGNMENT INDICATOR LIGHT

RC RELATIVE COMPACTION

REL RELOCATE EXISTING

REIL RUNWAY END IDENTIFIER LIGHT

RCP REINFORCED CONCRETE PIPE

REQ REQUIRED

RGL RUNWAY GUARD LIGHT

RPR RESIDENT PROJECT REPRESENTATIVE

ROW RIGHT OF WAY

RTR REMOTE TRANSMITTER/RECEIVER

RWA RESTRICTED WORK AREA

RWAPP RUNWAY APPROACH LIGHT

RWY RUNWAY

S

SANITARY LINE, SALVAGED

SF SQUARE FOOT

SG STRAIGHT GRADE

SH SHOULDER

SIDA SECURITY IDENTIFICATION DISPLAY AREA

SMGS

SURFACE MOVEMENT GUIDANCE AND

CONTROL SYSTEM

SPCD SAFETY PLAN COMPLIANCE DOCUMENT

SS STAINLESS STEEL

SD STORM DRAIN

STA STATION

STD STANDARD

STL STEEL

SY SQUARE YARDS

T TELEPHONE LINE

TC TOP OF CURB

TG TOP OF GRATE

T/L TAXILANE

TOE TOE OF BANK

TOP TOP OF BANK

TDZ TOUCHDOWN ZONE

TWY TAXIWAY

TYP TYPICAL

UD

UNDERDRAIN

OFA OBJECT FREE AREA

UG UNDERGROUND

UON UNLESS OTHERWISE NOTED

USA UNITED STATES OF AMERICA

V VELOCITY

V VOLT

VC VERTICAL CURVE

VERT VERTICAL

VG VALLEY GUTTER

VIF VERIFY IN FIELD

VASI VISUAL APPROACH SLOPE INDICATOR

W

WIDTH, WEST, WATER LINE

W/

WITH

W/O WITHOUT

WSE WATER SURFACE ELEVATION

WSP WELDED STEEL PIPE

WV WATER VALVE

WWM WELDED WIRE MESH

EXISTING SUBGRADE (SECTION VIEW)

GROUND, PROPOSED (SECTION VIEW)

PCC SLAB REPLACEMENT (PLAN VIEW)

ASPHALT PATCHING

STAGING AREA

BM#1

x

E

XXXXXXXXXXXXXXX

SD

NATURAL GAS LINE

G

SANITARY SEWER LINE

SS

WATER LINE

W W

SEWER CLEAN OUT

CATCH BASIN

STORM DRAIN MANHOLE

HAUL ROUTE

ASPHALT SEALCOATING

(PLAN VIEW)

NEW PCC PAVEMENT

(SECTION VIEW)

CRUSHED STONE CONSTRUCTION EXIT

FIRE HYDRANT AND VALVE

SEWER CLEAN OUT

CATCH BASIN

STORM DRAIN MANHOLE

SANITARY SEWER

MANHOLE

INLET PROTECTION

(EROSION CONTROL MEASURE)

EXISTING 6.5" PCC PAVEMENT

EXISTING 7.5" PCC PAVEMENT

EXISTING 8.5" PCC PAVEMENT

EXISTING 11" PCC PAVEMENT

EXISTING 11.25" PCC PAVEMENT

EXISTING 16.25" PCC PAVEMENT

EXISTING 2" ASPHALT PAVEMENT

LINES

PATTERNS

GENERAL ABBREVIATIONS

EXISTING 14.5" PCC PAVEMENT

B

F

H

J

D

THICKENED EDGE ISOLATION

JOINT

DOWELED CONTRACTION JOINT

NON-DOWELED CONTRACTION

JOINT

ASPHALT/CONCRETE EDGE JOINT

DOWELED CONSTRUCTION JOINT

SF

SILT FENCE

ALIGNMENT

TEMPORARY MARKING REMOVAL

DARB DOBBINS AIR RESERVE BASE

CO CONTRACTING OFFICER

COR CONTRACTING OFFICER REPRESENTATIVE

C DOWELED JOINT AT EXIST. CONC.

NEW ASPHALT PAVEMENT

(SECTION VIEW)

NEW AGGREGATE BASE COURSE

LAYER (SECTION VIEW)

NEW UNBOUND CRUSHED

STONE (SECTION VIEW)

WIRE REINFORCEMENT

SUBGRADE COMPACTED TO 95% TO ASTM D1557

MAX DENSITY (SECTION VIEW)

FR FLUSHING RISER

W

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

A

R

S

E R

M

M A

N D

AIR FORCE RESERVE

COMMAND

A N

S I

D

J A

N U

A R

Y

T

H

M

S G

C

E C

I N

D U

S T

R I A

L

D

R I V

E

D O

B B

I N

S

A

R B

G

A

M E

N

T

I N

C

L

O

E

S

U I T

E

T A

M P

A

F

L

B E

N H

A M

S

K E

L L

C

O M

P A

N Y

N

B

R O

A D

W A

Y

S

U I T

E

O K

L A

H O

T

Y

O

K

D O

B B

I N

S

A

S

E R

S

E

G

E O

R G

P

A

A

L L S

C

R A

C K

I N

T

S

E A

C

R

A M

X

I W

A Y

D E

L T

A G

O L F

L O

X

P

A D

I N

S T

A L L

M

O O

R I N

G

P

O I N

P A

R K

I N

G

S

P O

P

A

E

R R

U N

O

U L D

E R

S

P R

O J E

F

G W

B

FINAL DESIGN SUBMITTAL

OF3 73

GI003

L E

G E

B

R E

V I A

T I O

N S

M J R

D M

R

D E

S

EXISTING 11.5" PCC PAVEMENT

EXISTING 16.5" PCC PAVEMENT

EXISTING 22" PCC PAVEMENT

EXISTING 24" PCC PAVEMENT

EXISTING 7.75" PCC PAVEMENT

EXISTING 20.25" PCC PAVEMENT

EXISTING 20.75" PCC PAVEMENT

TRENCH DRAIN

Attachment 2 FA670320B0003

AutoCAD SHX Text

CO

AutoCAD SHX Text

CB

AutoCAD SHX Text D

AutoCAD SHX Text

WV

AutoCAD SHX Text

CO

AutoCAD SHX Text

CB

AutoCAD SHX Text D

AutoCAD SHX Text

RUNWAY 11/29

A

X

I

W

A

Y

A

T

A

X

I

W

A

Y

B

T

A

X

I

W

Y

KEY MAP

NOT TO SCALE

C-130 RAMP

OVERFLOW RAMP

TAXIWAY D

LEGEND

TAXIWAY G

WEST OVERRUN

EAST OVERRUN

PROJECT

LOCATIONS

4 73

GC111

P R

O J E

Y

O U

T

P

L A

N

M J R

D M

R

D P

S

EAST OVERRUN

ASPHALT CRACK SEALING &

SEALCOAT

REMARKING OF OVERRUN

CHEVRONS

WEST OVERRUN

ASPHALT CRACK SEALING &

SEALCOAT

REMARKING OF OVERRUN

CHEVRONS

TAXIWAY G

SLAB REPLACEMENT

JOINT RESEALING

CRACK & SPALL REPAIR

CONCRETE PAVEMENT RECONSTRUCTION

C-130 RAMP

SLAB REPLACEMENT

JOINT RESEALING

CRACK & SPALL REPAIR

ASPHALT SHOULDER CRACK SEALING & SEALCOAT

TRENCH DRAIN REPAIR

OVERFLOW RAMP

SLAB REPLACEMENT

JOINT RESEALING

CRACK & SPALL REPAIR

ASPHALT SHOULDER CRACK

SEALING & SEALCOAT

TAXIWAY D

SLAB REPLACEMENT

JOINT RESEALING

CRACK & SPALL REPAIR

ASPHALT SHOULDER CRACK

SEALING & SEALCOAT

LOX PAD

RECONSTRUCT CONCRETE PAD

00 500 1000

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

A

R

S

E R

M

M A

N D

AIR FORCE RESERVE

COMMAND

A N

S I

D

J A

N U

A R

Y

T

H

M

S G

C

E C

I N

D U

S T

R I A

L

D

R I V

E

D O

B B

I N

S

A

R B

G

A

M E

N

T

I N

C

L

O

E

S

U I T

E

T A

M P

A

F

L

B E

N H

A M

S

K E

L L

C

O M

P A

N Y

N

B

R O

A D

W A

Y

S

U I T

E

O K

L A

H O

T

Y

O

K

D O

B B

I N

S

A

S

E R

S

E

G

E O

R G

P

A

A

L L S

C

R A

C K

I N

T

S

E A

C

R

A M

X

I W

A Y

D E

L T

A G

O L F

L O

X

P

A D

I N

S T

A L L

M

O O

R I N

G

P

O I N

P A

R K

I N

G

S

P O

P

A

E

R R

U N

O

U L D

E R

S

P R

O J E

F

G W

B

FINAL DESIGN SUBMITTAL

OF

L A

N T

A

R

D

S

E

A T

L A

N

T

IC

A V

E S

E

RUNWAY 11/29

TAXIWAY D

T

A

X

I

W

A

Y

A

T

A

X

I

W

A

Y

B

DOBBINS ARB NEW COMMERCIAL GATE

CONTRACTOR ACCESS POINT.

SEE CONTRACTOR ACCESS NOTES A AND B, SHEET

GC151 FOR CONTRACTOR STAFFING REQUIREMENTS.

(E) AIRFIELD ACCESS GATE

SEE CONTRACTOR ACCESS

NOTES A AND B, SHEET

GC151 FOR CONTRACTOR

STAFFING REQUIREMENTS.

CONTRACTOR

ACCESS AND

HAUL ROUTE

DOBBINS ARB

MAIN ENTRANCE

GATE

VISITOR'S CENTER

& BADGING OFFICE

INDUSTRIAL DRIVE

C

O

R C

O

K

ATLANTIC AVE SE

C

M

P

T

A

X

I

W

E

F U

E L I N

G

R

D

WORK AREA 7 LOX

PAD- SEE SHEET

CP161 FOR WORK

REQUIREMENTS

CONTRACTOR

LAYDOWN AREA

(SEE SHEETS GC142 -

GC146 FOR INDIVIDUAL

STAGING AREAS)

TAXIWAY

G

0 100' 200'

KEY MAP

NOT TO SCALE

WORK AREA 1

C-130 RAMP (SEE

SHEETS GC142&143)

WORK AREA 2

OVERFLOW RAMP

(SEE SHEET GC144)

WORK AREA 3

TAXIWAY D (SEE

SHEET GC145)

LEGEND- PROJECT WORK AREAS

WORK AREA 4

TAXIWAY G (SEE

SHEET GC146)

WORK AREA 5 WEST

OVERRUN (SEE

SHEET CP151)

WORK AREA 6 EAST

OVERRUN (SEE

SHEET CP141)

CONTRACTOR STAGING

AREA

HAUL ROUTE

LEGEND

5 73

GC141

C O

N S

T R

U C

T I O

N

O

P E

R A

T I O

N S

P

H A

S I N

G

P

L A

N

O

V E

R A

L L

M J R

D M

R

D P

S

PROJECT

LOCATIONS

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

A

R

S

E R

M

M A

N D

AIR FORCE RESERVE

COMMAND

A N

S I

D

J A

N U

A R

Y

T

H

M

S G

C

E C

I N

D U

S T

R I A

L

D

R I V

E

D O

B B

I N

S

A

R B

G

A

M E

N

T

I N

C

L

O

E

S

U I T

E

T A

M P

A

F

L

B E

N H

A M

S

K E

L L

C

O M

P A

N Y

N

B

R O

A D

W A

Y

S

U I T

E

O K

L A

H O

T

Y

O

K

D O

B B

I N

S

A

S

E R

S

E

G

E O

R G

P

A

A

L L S

C

R A

C K

I N

T

S

E A

C

R

A M

X

I W

A Y

D E

L T

A G

O L F

L O

X

P

A D

I N

S T

A L L

M

O O

R I N

G

P

O I N

P A

R K

I N

G

S

P O

P

A

E

R R

U N

O

U L D

E R

S

P R

O J E

F

G W

B

FINAL DESIGN SUBMITTAL

ARFF STATION

(UNDER

CONSTRUCTION)

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

X

XXXXXXXXXXXX

XXXXXXXXXXXXXXXX

EXISTING TRENCH DRAIN

OVERFLOW RAMP

TAXIWAY D

SEE NOTE 1

KEY MAP

NOT TO SCALE

PROJECT

LOCATION

GC142

C O

N S

T R

U C

T I O

N

O

P E

R A

T I O

A

S I N

G

P

L A

N

C

M

P

M J R

D M

R

D P

S

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

A

R

S

E R

M

M A

N D

AIR FORCE RESERVE

COMMAND

A N

S I

D

J A

N U

A R

Y

T

H

M

S G

C

E C

I N

D U

S T

R I A

L

D

R I V

E

D O

B B

I N

S

A

R B

G

A

M E

N

T

I N

C

L

O

E

S

U I T

E

T A

M P

A

F

L

B E

N H

A M

S

K E

L L

C

O M

P A

N Y

N

B

R O

A D

W A

Y

S

U I T

E

O K

L A

H O

T

Y

O

K

D O

B B

I N

S

A

S

E R

S

E

G

E O

R G

P

A

A

L L S

C

R A

C K

I N

T

S

E A

C

R

A M

X

I W

A Y

D E

L T

A G

O L F

L O

X

P

A D

I N

S T

A L L

M

O O

R I N

G

P

O I N

P A

R K

I N

G

S

P O

P

A

E

R R

U N

O

U L D

E R

S

P R

O J E

F

G W

B

FINAL DESIGN SUBMITTAL

OF

0 100' 200'

XXXXXX

LOW PROFILE BARRICADE

LEGEND

WORK AREA 1A - C130 RAMP

NOTES

1. CONTRACTOR SHALL ALWAYS PROVIDE CLEAR ACCESS ROUTE TO AND FROM THE

ARFF STATION DURING THIS PHASE.

2. CONTRACTOR MAY TEMPORARILY BE REQUIRED TO REMOVE AND REPLACE

BARRICADES TO ALLOW PARKED AIRCRAFT EAST OF THE PHASE LIMITS TO EXIT THE

C-130 RAMP.

3. EXACT LIMITS OF PHASES 1A AND 1B MAY BE ADJUSTED IN FIELD PENDING PLANNED

OPERATIONS AND PROPOSED CONSTRUCTION SCHEDULE.

4. CONTRACTOR SHALL ESTABLISH A STAGING AREA FOR THIS WORK AREA WITHIN THE

LIMITS OF THE WORK AREA. NO EQUIPMENT SHALL BE STORED OUTSIDE THESE LIMITS

WITHOUT APPROVAL OF THE CONTRACTING OFFICER.

ARFF STATION

(UNDER

CONSTRUCTION)

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

X X

XXXXXXXXXXXXXX

OVERFLOW RAMP

SEE NOTE 1

TAXIWAY D

0 100' 200'

KEY MAP

NOT TO SCALE

PROJECT

LOCATION

7 73

GC143

C O

N S

T R

U C

T I O

N

O

P E

R A

T I O

A

S I N

G

P

L A

N

C

M

P

M J R

D M

R

D P

S

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

A

R

S

E R

M

M A

N D

AIR FORCE RESERVE

COMMAND

A N

S I

D

J A

N U

A R

Y

T

H

M

S G

C

E C

I N

D U

S T

R I A

L

D

R I V

E

D O

B B

I N

S

A

R B

G

A

M E

N

T

I N

C

L

O

E

S

U I T

E

T A

M P

A

F

L

B E

N H

A M

S

K E

L L

C

O M

P A

N Y

N

B

R O

A D

W A

Y

S

U I T

E

O K

L A

H O

T

Y

O

K

D O

B B

I N

S

A

S

E R

S

E

G

E O

R G

P

A

A

L L S

C

R A

C K

I N

T

S

E A

C

R

A M

X

I W

A Y

D E

L T

A G

O L F

L O

X

P

A D

I N

S T

A L L

M

O O

R I N

G

P

O I N

P A

R K

I N

G

S

P O

P

A

E

R R

U N

O

U L D

E R

S

P R

O J E

F

G W

B

FINAL DESIGN SUBMITTAL

OF

XXXXXX

LOW PROFILE BARRICADE

LEGEND

WORK AREA 1B - C130 RAMP

NOTES

1. CONTRACTOR MAY BE REQUIRED TO REMOVE AND REPLACE BARRICADES TO ALLOW

VEHICLES AND AIRCRAFT TO ACCESS BUILDING 838 AND OTHER FACILITIES WHILE

WORK IS OCCURRING IN THIS WORK AREA. CONTRACTORS PAVING PLAN TO BE

COORDINATED AND APPROVED BY DARB PRIOR TO THIS WORK BEGINNING.

2. CONTRACTOR MAY TEMPORARILY BE REQUIRED TO REMOVE AND REPLACE

BARRICADES TO ALLOW PARKED AIRCRAFT WEST OF THE PHASE LIMITS TO PARK IN

EXISTING PARKING POSITIONS OUTSIDE THE WORK AREA.

3. EXACT LIMITS OF PHASES 1A AND 1B MAY BE ADJUSTED IN FIELD PENDING PLANNED

OPERATIONS AND PROPOSED CONSTRUCTION SCHEDULE.

4. CONTRACTOR SHALL ESTABLISH A STAGING AREA FOR THIS WORK AREA WITHIN THE

LIMITS OF THE WORK AREA. NO EQUIPMENT SHALL BE STORED OUTSIDE THESE LIMITS

ARFF STATION

(UNDER

CONSTRUCTION)

XXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

X X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

OVERFLOW RAMP

TAXIWAY D

0 100' 200'

KEY MAP

NOT TO SCALE

PROJECT

LOCATION

8 73

GC144

C O

N S

T R

U C

T I O

N

O

P E

R A

T I O

A

S I N

G

P

L A

N

O V

E R

F L

M

P

M J R

D M

R

D P

S

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

A

R

S

E R

M

M A

N D

AIR FORCE RESERVE

COMMAND

A N

S I

D

J A

N U

A R

Y

T

H

M

S G

C

E C

I N

D U

S T

R I A

L

D

R I V

E

D O

B B

I N

S

A

R B

G

A

M E

N

T

I N

C

L

O

E

S

U I T

E

T A

M P

A

F

L

B E

N H

A M

S

K E

L L

C

O M

P A

N Y

N

B

R O

A D

W A

Y

S

U I T

E

O K

L A

H O

T

Y

O

K

D O

B B

I N

S

A

S

E R

S

E

G

E O

R G

P

A

A

L L S

C

R A

C K

I N

T

S

E A

C

R

A M

X

I W

A Y

D E

L T

A G

O L F

L O

X

P

A D

I N

S T

A L L

M

O O

R I N

G

P

O I N

P A

R K

I N

G

S

P O

P

A

E

R R

U N

O

U L D

E R

S

P R

O J E

F

G W

B

FINAL DESIGN SUBMITTAL

OF

XXXXXX

LOW PROFILE BARRICADE

LEGEND

WORK AREA 2 - OVERFLOW RAMP

NOTES

1. WORK SHALL STAY CLEAR OF TAXIWAY D WHICH WILL REMAIN OPEN DURING THIS

PHASE OF WORK.

2. CONTRACTOR MAY TEMPORARILY BE REQUIRED TO REMOVE AND REPLACE

BARRICADES TO ALLOW VEHICLES TO ENTER AND EXIT THE WORK AREA.

3. EXACT LIMITS OF PHASE MAY BE ADJUSTED IN FIELD PENDING PLANNED OPERATIONS

AND PROPOSED CONSTRUCTION SCHEDULE.

4. CONTRACTOR SHALL ESTABLISH A STAGING AREA FOR THIS WORK AREA WITHIN THE

LIMITS OF THE WORK AREA. NO EQUIPMENT SHALL BE STORED OUTSIDE THESE LIMITS

XXXXXXXXXX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XXXXXXXX

SEE NOTE 1

TAXIWAY D

OVERFLOW RAMP

C-130 RAMP

RUNWAY 11/29

0 100' 200'

KEY MAP

NOT TO SCALE

PROJECT

LOCATION

9 73

GC145

C O

N S

T R

U C

T I O

N

O

P E

R A

T I O

A

S I N

G

P

L A

N

T A

X I W

J R

D M

R

D P

S

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

A

R

S

E R

M

M A

N D

AIR FORCE RESERVE

COMMAND

A N

S I

D

J A

N U

A R

Y

T

H

M

S G

C

E C

I N

D U

S T

R I A

L

D

R I V

E

D O

B B

I N

S

A

R B

G

A

M E

N

T

I N

C

L

O

E

S

U I T

E

T A

M P

A

F

L

B E

N H

A M

S

K E

L L

C

O M

P A

N Y

N

B

R O

A D

W A

Y

S

U I T

E

O K

L A

H O

T

Y

O

K

D O

B B

I N

S

A

S

E R

S

E

G

E O

R G

P

A

A

L L S

C

R A

C K

I N

T

S

E A

C

R

A M

X

I W

A Y

D E

L T

A G

O L F

L O

X

P

A D

I N

S T

A L L

M

O O

R I N

G

P

O I N

P A

R K

I N

G

S

P O

P

A

E

R R

U N

O

U L D

E R

S

P R

O J E

F

G W

B

FINAL DESIGN SUBMITTAL

OF

XXXXXX

LOW PROFILE BARRICADE

LEGEND

WORK AREA 3 - TAXIWAY D

NOTES

1. ALL WORK OUTSIDE THE BARRICADE LIMITS ADJACENT TO RUNWAY 11-29 MUST BE

COMPLETED AT NIGHT OR COORDINATED WITH THE CONTRACTING OFFICER AS A

RUNWAY CLOSURE WILL BE REQUIRED. SEE NOTES SHEET GC 151 AND 152 FOR

ADDITIONAL INFORMATION..

2. CONTRACTOR MAY TEMPORARILY BE REQUIRED TO REMOVE AND REPLACE

BARRICADES TO ALLOW VEHICLES TO ENTER AND EXIT THE WORK AREA.

3. EXACT LIMITS OF PHASE MAY BE ADJUSTED IN FIELD PENDING PLANNED OPERATIONS

AND PROPOSED CONSTRUCTION SCHEDULE.

4. CONTRACTOR SHALL ESTABLISH A STAGING AREA FOR THIS WORK AREA WITHIN THE

LIMITS OF THE WORK AREA. NO EQUIPMENT SHALL BE STORED OUTSIDE THESE LIMITS

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

KEY MAP

NOT TO SCALE

PROJECT

LOCATION

0 50' 100'

10 73

GC146

C O

N S

T R

U C

T I O

N

O

P E

R A

T I O

A

S I N

G

P

L A

N

T A

X I W

G

J R

D M

R

D P

S

TAXIWAY G

RUNWAY 11/29

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

A

R

S

E R

M

M A

N D

AIR FORCE RESERVE

COMMAND

A N

S I

D

J A

N U

A R

Y

T

H

M

S G

C

E C

I N

D U

S T

R I A

L

D

R I V

E

D O

B B

I N

S

A

R B

G

A

M E

N

T

I N

C

L

O

E

S

U I T

E

T A

M P

A

F

L

B E

N H

A M

S

K E

L L

C

O M

P A

N Y

N

B

R O

A D

W A

Y

S

U I T

E

O K

L A

H O

T

Y

O

K

D O

B B

I N

S

A

S

E R

S

E

G

E O

R G

P

A

A

L L S

C

R A

C K

I N

T

S

E A

C

R

A M

X

I W

A Y

D E

L T

A G

O L F

L O

X

P

A D

I N

S T

A L L

M

O O

R I N

G

P

O I N

P A

R K

I N

G

S

P O

P

A

E

R R

U N

O

U L D

E R

S

P R

O J E

F

G W

B

FINAL DESIGN SUBMITTAL

OF

XXXXXX

LOW PROFILE BARRICADE

LEGEND

WORK AREA 4 - TAXIWAY G

1. ALL WORK OUTSIDE THE BARRICADE LIMITS ADJACENT TO RUNWAY 11-29 MUST BE

COMPLETED AT NIGHT OR COORDINATED WITH THE CONTRACTING OFFICER AS A

RUNWAY CLOSURE WILL BE REQUIRED. SEE NOTES SHEET GC 151 AND 152 FOR

ADDITIONAL INFORMATION.

2. CONTRACTOR MAY TEMPORARILY BE REQUIRED TO REMOVE AND REPLACE

BARRICADES TO ALLOW VEHICLES AND/OR AIRCRAFT TO ENTER AND EXIT THE WORK

AREA FOR HANGAR AND FACILITY ACCESS.

3. EXACT LIMITS OF PHASE MAY BE ADJUSTED IN FIELD PENDING PLANNED OPERATIONS

AND PROPOSED CONSTRUCTION SCHEDULE.

4. CONTRACTOR SHALL ESTABLISH A STAGING AREA FOR THIS WORK AREA WITHIN THE

LIMITS OF THE WORK AREA. NO EQUIPMENT SHALL BE STORED OUTSIDE THESE LIMITS

WITHOUT APPROVAL OF THE CONTRACTING OFFICER.

NOTES

SEE NOTE 1

TAXIWAY A

CONSTRUCTION PHASING/ SCHEDULING

THE PROJECT IS DIVIDED INTO MULTIPLE PHASES. THESE PHASES ARE AS FOLLOWS:

PHASE 0 (60 CALENDAR DAYS) - THIS PHASE WILL START AFTER THE AWARD TO THE CONTRACTOR IS

GIVEN. THIS PHASE WILL CONSIST OF A TIME PERIOD FOR THE CONTRACTOR TO CONDUCT ALL

NECESSARY REQUIREMENTS IN THE RFP PRIOR TO CONSTRUCTION.

THIS PHASE IS PRIMARILY INTENDED FOR THE CONTRACTOR TO SUBMIT AND GET APPROVAL ON ALL

REQUIRED PRE-CONSTRUCTION SUBMITTALS, PERFORM REQUIRED TESTS ON PROPOSED MATERIALS TO

BE USED IN THE PROJECT, PERFORM REQUIRED MIX DESIGNS & ACHIEVE APPROVAL OF MIX DESIGNS, ISSUE SUBCONTRACTS AND PURCHASE ORDERS, SUBMIT REQUIRED PERMITS FOR APPROVAL, PLACEMENT OF STAGING AREA, CONSTRUCTION OF HAUL ROUTES WITHIN THE BASE PROPERTY, AND

PRODUCTION AND STOCKPILING OF MATERIALS FOR THE PROJECT. INTENT OF THIS PHASE IS TO HAVE

ALL REQUIRED APPROVALS AND REPRESENTATIVE MATERIALS IN PLACE PRIOR TO BEGINNING

DEMOLITION OF ANY CONCRETE SLABS OR MAKING ANY PAVEMENT REPAIRS.

A SUBMITTAL REGISTER HAS BEEN PROVIDED OUTLINING ALL REQUIRED SUBMITTALS DURING THIS

PHASE. ALL SUBMITTALS DEFINED AS “PRECONSTRUCTION SUBMITTALS”, “CERTIFICATES”, “PRODUCT

DATA”, “MANUFACTURER'S FIELD REPORTS”, “TEST REPORTS”, “SHOP DRAWINGS”, OR “MANUFACTURER'S

INSTRUCTIONS” IN THE SUBMITTAL DESCRIPTION COLUMN OF THE SUBMITTAL LOG MUST BE SUBMITTED

AND APPROVED PRIOR TO THE COMPLETION OF THIS PHASE.

UPON COMPLETION OF MOBILIZATION, THE CONTRACTOR SHALL RECEIVE A SEPARATE NOTICE TO

PROCEED FOR THE ACTUAL CONSTRUCTION ASSOCIATED WITHIN THE PROJECT. CONSTRUCTION IS

ANTICIPATED TO OCCUR DURING THE BASE FIVE-DAY WORK WEEK OF MONDAY THROUGH FRIDAY FROM

0600 TO 1700, WITH SOME PORTIONS OF THE CONSTRUCTION OCCURRING AT NIGHT DUE TO WEATHER

LIMITATIONS OF CONCRETE PAVING AND SAW CUTTING OF NEW CONCRETE NEEDING TO OCCUR WITHIN

SPECIFIC TIME PERIODS IN RELATION TO THE CONCRETE BEING PLACED.

THE PROJECT HAS BEEN DIVIDED INTO MULTIPLE WORK AREAS AS DEFINED ON SHEET GC141. EACH OF

THESE WORK AREAS WILL HAVE A TIME ASSOCIATED FOR COMPLETION OF WORK. THESE WORK AREAS

ARE AS FOLLOWS.

· WORK AREA 1 - C-130 RAMP (75 CALENDAR DAYS)

WORK SHALL CONSIST OF THE RESEALING OF CONCRETE JOINTS, SPALL REPAIR, CRACK REPAIR, ISOLATED SLAB REPLACEMENT, REMARKING OF MARKINGS THAT ARE DESTROYED DURING

CONSTRUCTION, MOORING POINT REPLACEMENT, AND TRENCH DRAIN REPAIR WITHIN THE WORK AREA.

THE SEALING OF ASPHALT CRACKS AND THE SEALCOATING OF ASPHALT TAXIWAY SHOULDERS IN THIS

WORK AREA ARE ALSO INCLUDED. WORK IN THIS AREA SHALL BE DIVIDED INTO TWO (2) SUBPHASES SO

THAT THE C-130 RAMP CAN REMAIN OPERATIONAL DURING CONSTRUCTION.

· WORK AREA 2 - OVERFLOW APRON (21 CALENDAR DAYS)

WORK SHALL CONSIST OF THE RESEALING OF CONCRETE JOINTS, SPALL REPAIR, CRACK REPAIR, ISOLATED SLAB REPLACEMENT, REMARKING OF MARKINGS THAT ARE DESTROYED DURING

CONSTRUCTION, AND MOORING POINT REPLACEMENT, WITHIN THE WORK AREA. THE SEALING OF

ASPHALT CRACKS AND THE SEALCOATING OF ASPHALT TAXIWAY SHOULDERS IN THIS WORK AREA ARE

ALSO INCLUDED.

· WORK AREA 3 - TAXIWAY D (21 CALENDAR DAYS)

WORK SHALL CONSIST OF THE RESEALING OF CONCRETE JOINTS, SPALL REPAIR, CRACK REPAIR, ISOLATED SLAB REPLACEMENT, REMARKING OF MARKINGS THAT ARE DESTROYED DURING

CONSTRUCTION WITHIN THE WORK AREA. THE SEALING OF ASPHALT CRACKS AND THE SEALCOATING OF

ASPHALT TAXIWAY SHOULDERS IN THIS WORK AREA ARE ALSO INCLUDED. A PORTION OF THIS WORK WILL

BE REQUIRED TO BE COMPLETED WITH A RUNWAY CLOSURE.

· WORK AREA 4 - TAXIWAY G (28 CALENDAR DAYS)

WORK SHALL CONSIST OF THE RESEALING OF CONCRETE JOINTS, SPALL REPAIR, CRACK REPAIR, REMARKING OF MARKINGS THAT ARE DESTROYED DURING CONSTRUCTION, AND RECONSTRUCTION OF

CONCRETE PAVEMENT ADJACENT TO RUNWAY 11-29 IN THIS WORK AREA. A PORTION OF THIS WORK

WILL BE REQUIRED TO BE COMPLETED WITH A RUNWAY CLOSURE.

· WORK AREA 5 - WEST OVERRUN (14 CALENDAR DAYS)

WORK SHALL CONSIST OF THE SEALING OF ASPHALT CRACK AND SEALCOATING OF THE EAST OVERRUN

OF RUNWAY 11/29. WORK SHALL ALSO INCLUDE THE REMOVAL AND REMARKING OF THE RUNWAY

OVERRUN CHEVRON STRIPES. WORK DURING THIS PHASE WILL BE CAREFULLY COORDINATED WITH

OPERATIONS AS RUNWAY CLOSURES WILL BE REQUIRED TO COMPLETE THIS WORK AND WORK MAY BE

REQUIRED TO BE COMPLETED AT NIGHT.

· WORK AREA 6 - EAST OVERRUN (14 CALENDAR DAYS)

WORK SHALL CONSIST OF THE SEALING OF ASPHALT CRACK AND SEALCOATING OF THE WEST OVERRUN

OF RUNWAY 11/29. WORK SHALL ALSO INCLUDE THE REMOVAL AND REMARKING OF THE RUNWAY

OVERRUN CHEVRON STRIPES. WORK DURING THIS PHASE WILL BE CAREFULLY COORDINATED WITH

OPERATIONS AS RUNWAY CLOSURES WILL BE REQUIRED TO COMPLETE THIS WORK AND WORK MAY BE

REQUIRED TO BE COMPLETED AT NIGHT.

· WORK AREA 7 - LOX PAD (14 CALENDAR DAYS)

WORK IN THIS AREA SHALL INCLUDE THE RECONSTRUCTION OF THE CONCRETE LOX PAD WITH A

CONTINUOUSLY REINFORCED CONCRETE PAD.

GENERAL CONSIDERATIONS:

COORDINATE THE FOLLOWING AS REQUIRED:

A. CONTRACTORS ARE REQUIRED TO ATTEND WEEKLY COORDINATION MEETINGS AT WHICH OPERATIONAL

SAFETY WILL BE A STANDING AGENDA ITEM DURING EVERY PROGRESS MEETING.

B. ALL CONTRACTOR PERSONNEL SHALL COMPLETE THE BASES BACKGROUND CHECK, BADGING AND

DRIVERS TRAINING REQUIREMENTS PRIOR TO BEING ALLOWED ACCESS TO THE PROJECT.

C. THE CONTRACTOR SHALL NOT INTERFERE WITH THE NORMAL OPERATIONS OF THE BASE FACILITIES THAT

ARE DESIGNATED UNDER THIS CONTRACT TO REMAIN OPEN TO AIR TRAFFIC, AND SHALL IMPLEMENT ALL

SPECIFIED AND OTHER APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ALL USERS OF THE BASE.

PROJECT PHASING

SEE SHEET GC141 THROUGH GC148 "CONSTRUCTION OPERATIONS & PHASING PLAN" FOR ADDITIONAL

INFORMATION.

AREAS AND OPERATIONS AFFECTED BY CONSTRUCTION ACTIVITY:

A. RUNWAYS SHALL REMAIN IN USE BY AIRCRAFT THROUGHOUT THE ENTIRE PROJECT. WHEN ANY AREA IS

REQUIRED TO BE CLOSED TO AIRCRAFT AND BASE VEHICLE TRAFFIC, IT SHALL BE BARRICADED AND

MARKED, WITH ANY NAVAIDS AFFECTED BY THE CLOSURE ADDRESSED PER THE REQUIREMENTS STATED

ON THIS SHEET AND THE SPECIFICATIONS.

B. TAXIWAY CLOSURES:

CLOSURE OF TAXIWAYS D AND G WILL BE REQUIRED FOR THIS PROJECT AND COMPLETED IN SEPARATE

PHASES. (WORK AREAS 3 & 4)

C. RUNWAY CLOSURES:

A RUNWAY CLOSURES WILL WILL BE REQUIRED WHEN WORK IS BEING COMPLETED IN THE

RUNWAY OVERRUNS AND A PORTION OF THE WORK ON TAXIWAYS D AND G (WORK AREA 3

THRU 6).

D. APRON PAVEMENT CLOSURES:

CLOSURE OF THE C-130 RAMP AND OVERFLOW APRON WILL BE REQUIRED FOR THIS

PROJECT. THESE CLOSURES WILL TAKE PLACE AT SEPARATE TIMES AND THE C-130 RAMP WILL

BE CLOSED IN TWO PHASES.

E. FLIGHT LINE ROAD CLOSURES:

THE EAST END OF FLIGHT LINE ROAD WILL BE CLOSED WHILE WORK IS TAKING PLACE ON THE

C-130 RAMP.

NAVAIDS:

A. IF THIS PROJECT AFFECTS RUNWAY NAVAIDS, COORDINATION WITH THE CONTRACTING OFFICERS

REPRESENTATIVE (COR) WILL BEGIN AT THE PRECONSTRUCTION MEETING. A LIST OF RESPONSIBLE

PARTY REPRESENTATIVES, INCLUDING PROCEDURES FOR CONTACT AFTER-HOURS, SHOULD BE

OBTAINED PRIOR TO CONSTRUCTION. NAVAIDS ARE NOT ANTICIPATED TO BE AFFECTED BY THIS

PROJECT.

B. BEFORE COMMENCING CONSTRUCTION ACTIVITY, PARKING VEHICLES OR STORING CONSTRUCTION

EQUIPMENT AND MATERIALS NEAR A NAVAID, COORDINATE WITH THE APPROPRIATE OFFICE TO

EVALUATE THE EFFECT OF CONSTRUCTION ACTIVITY AND THE REQUIRED DISTANCE AND DIRECTION

FROM THE NAVAID.

C. INTERFERENCE FROM CONSTRUCTION EQUIPMENT AND ACTIVITIES MAY REQUIRE NAVAID SHUTDOWN OR

ADJUSTMENT OF INSTRUMENT APPROACH MINIMUMS FOR LOW VISIBILITY OPERATIONS. THIS REQUIRES

THAT A NOTAM BE FILED. ALL NOTAM'S TO BE FILED BY THE BASE. THIS IS NOT ANTICIPATED TO OCCUR

FOR THIS PROJECT.

CONTRACTOR ACCESS:

A. THE CONTRACTOR SHALL USE THE DOBBINS ARB COMMERCIAL GATE 2 (OFF ATLANTIC AVENUE SE) TO

GAIN ACCESS ONTO BASE PROPERTY. NORMAL GATE HOURS ARE 0600 TO 1400. FOR ACCESS TO THE

SITE OUTSIDE OF 0600-1400 DOBBINS WILL PROVIDE GATE STAFFING IF NOTIFIED 7 DAYS IN ADVANCE.

SHOULD THE CONTRACTOR WISH TO HAVE MORE EFFICIENT HAULING OPERATIONS (DURING ANY HOUR), TWO OR MORE DARB APPROVED CONTRACTOR PROVIDED PERSONNEL WILL BE REQUIRED TO

SUPPLEMENT BASE STAFF IN CONTRACTOR DELIVERY INSPECTIONS.

B. GATE GUARD IS REQUIRED AT THE AIRFIELD ACCESS GATE WHEN REQUIRED TO REMAIN OPEN. ALL

GATES MUST BE LOCKED WHEN NOT IN USE OR NOT MANNED BY THE GATE GUARD. CONTRACTOR MUST

TAKE CARE TO MAINTAIN A HIGH LEVEL OF SAFETY AND SECURITY DURING CONSTRUCTION.

PROCEDURES SHOULD BE IN PLACE TO ENSURE THAT ONLY AUTHORIZED PERSONS AND VEHICLES HAVE

ACCESS TO THE AIRFIELD OR PROJECT LIMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

PROPER OPERATION AND PRESERVATION OF AIRFIELD ACCESS GATES SHOWN ON SHEET GC141.

C. THE CONTRACTOR STAGING AREA WILL BE LOCATED SOUTHEAST OF RUNWAY 11/29 ON TAXIWAY A , AS

SHOWN ON SHEET GC141. THE HAUL ROUTE WILL UTILIZE REFUELING ROAD AS SHOWN ON SHEET GC141, TO GAIN ACCESS TO THE AIRFIELD. THE CONTRACTOR MUST HAVE AN AUTHORIZED, TRAINED

REPRESENTATIVE TO ALLOW CONSTRUCTION VEHICLES TO CROSS THE RUNWAY. WORK AREA SPECIFIC

STAGING AREAS CAN ALSO BE UTILIZED IN ADDITION / IN LIEU OF THIS SHOWN STAGING AREA. STAGING

AREAS WILL NOT BE PERMITTED IN OTHER AREAS OF OPEN AIRFIELD WITHOUT PRIOR APPROVAL FROM

THE CONTRACTING OFFICER.

D. FOR THE PURPOSES OF THIS CONTRACT, ALL FENCING/GATES SHALL BE CONSIDERED PART OF

CONTRACTOR HAUL ROUTES. AS SUCH, ANY DAMAGE TO FENCING/GATES AS A RESULT OF

CONSTRUCTION TRAFFIC SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. IF ANY CONSTRUCTION

GATE IS FOUND OPEN AND UNATTENDED BY THE BASE STAFF, THE CONTRACTOR WILL BE REPRIMANDED

PER OCCURRENCE BY THE GOVERNMENT. SEE "SECURITY AND OPERATIONS ENFORCEMENT" FOR

ADDITIONAL INFO.

E. KEY CONTRACTOR PERSONNEL MAY BE EXPECTED TO TRAVEL ON OR NEAR ACTIVE AOA'S. THESE

INDIVIDUALS MUST COMPLY WITH THE RULES AND REGULATIONS BY PARTICIPATING IN AIRFIELD DRIVER'S

TRAINING PROCEDURES PROVIDED BY THE BASE. THERE IS NO GOVERNMENT FEE FOR THIS TRAINING, BUT THE CONTRACTOR IS REQUIRED TO ATTEND THIS TRAINING AND THEIR COST FOR ATTENDING THIS

TRAINING AND THEIR COST FOR THIS TIME SHALL BE INCLUDED IN THEIR BID.

F. STOCKPILED MATERIALS AND EQUIPMENT STORAGE/PARKING ARE NOT PERMITTED WITHIN 200 FEET OF

AN OPERATIONAL RUNWAY OR TAXIWAY EDGE. IF THE CONTRACTOR WISHES TO STOCKPILE MATERIALS

OR EQUIPMENT ADJACENT TO THIS AREA, HE MUST FIRST COORDINATE WITH THE CONTRACTING

OFFICER AND AIRFIELD MANAGER TO ENSURE THAT:

1) MATERIALS AND EQUIPMENT WILL BE ALLOWED AND BASE ENVIRONMENTAL GUIDELINES ARE MET FOR

REMOVED MATERIAL PROPOSED FOR STOCKPILING.

2) APPROPRIATE LIGHTING AND BARRICADES ARE IN PLACE.

3) THE STOCKPILED MATERIALS DO NOT CREATE A WILDLIFE ATTRACTANT OR FOREIGN OBJECT DEBRIS

(FOD) HAZARD.

4) EXCAVATION AND RESULTANT STOCKPILES ADJACENT TO OTHER SURFACES MUST BE APPROPRIATELY

MARKED W/ BARRICADES, AS DIRECTED BY THE COR.

G. THE CONTRACTORS' EQUIPMENT IS STRICTLY LIMITED TO THE CONSTRUCTION AREAS DURING

CONSTRUCTION AND TO THE CONTRACTOR STORAGE AREA DURING NON-CONSTRUCTION PERIODS,

EXCEPT AS PROVIDED ON THE PLANS, IN THE CONTRACT PROVISIONS, OR AS MAY BE AUTHORIZED BY

THE COR IN WRITING. CONTRACTOR PARKING SHALL BE LIMITED TO THE STAGING AREA, EXCEPT AS

ALLOWED BY THE COR.

H. HAUL ROUTES AND ACCESS TO THE CONSTRUCTION SITE(S) WILL BE AS SHOWN ON SHEET GC141 AND

DISCUSSED AT THE PRE-BID MEETING. THE CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL HAUL

ROADS, PLANT SITES, STAGING AND STORAGE AREAS TO ORIGINAL CONDITION AND TO THE

SATISFACTION OF THE CONTRACTING OFFICER. THIS WILL INCLUDE BUT NOT BE LIMITED TO GRADING

(FILLING IF NECESSARY) AND PLACING NEW SOD ON ALL TURF AREAS USED BY THE CONTRACTOR. ANY

PAVEMENT AREAS USED BY THE CONTRACTOR AS A HAUL ROUTE WHICH ARE DAMAGED WILL BE

REPAVED AS APPROVED BY THE CONTRACTING OFFICER AT THE CONTRACTOR'S EXPENSE. THE

CONTRACTOR SHALL INSPECT ALL HAUL ROUTES PRIOR TO START OF CONSTRUCTION. THE

CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY DOCUMENTATION OF EXISTING HAUL ROUTES, EITHER WITH PICTURES OR VIDEO. COSTS ASSOCIATED WITH DOCUMENTING EXISTING HAUL ROUTE

CONDITIONS, OR RECONSTRUCTING OR RESTORING HAUL ROUTES AND STORAGE AREAS, WILL BE

CONSIDERED INCIDENTAL TO THE PROJECT.

CONSTRUCTION EQUIPMENT:

A. ALL CONSTRUCTION EQUIPMENT MUST BE MARKED WITH A 3 FEET BY 3 FEET ORANGE AND WHITE

CHECKERED FLAG AND/OR AMBER BEACON. FOR NIGHT CONSTRUCTION, ALL EQUIPMENT MUST BE

EQUIPPED WITH AN AMBER BEACON. ALL CONSTRUCTION VEHICLES MUST BE CLEARLY MARKED WITH

THE COMPANY NAME/LOGO AT ALL TIMES.

WILDLIFE MANAGEMENT:

A. CONTRACTORS MUST CAREFULLY CONTROL AND CONTINUOUSLY REMOVE WASTE OR LOOSE MATERIALS

THAT CAN CREATE WILDLIFE HAZARDS OR ATTRACTANTS. THESE INCLUDE TRASH, STANDING WATER, TALL GRASS, SCATTERED SEEDS, POORLY MAINTAINED FENCING, AND DISRUPTION OF EXISTING HABITAT.

HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT:

A. ANY TYPE OF FUELING SUPPORT FACILITY OR DEVICE USED TO REFUEL CONSTRUCTION EQUIPMENT IS

SUBJECT TO LOCAL FIRE INSPECTION. LOCAL FIRE CODES AND SAFETY STANDARDS SHALL BE MET PRIOR

TO COMMENCEMENT OF WORK.

B. CONTRACTORS OPERATING CONSTRUCTION VEHICLES AND EQUIPMENT ON THE BASE MUST BE

PREPARED TO EXPEDITIOUSLY CONTAIN AND CLEAN UP SPILLS RESULTING FROM FUEL OR HYDRAULIC

FLUID LEAKS.

C. TRANSPORT AND HANDLING OF OTHER HAZARDOUS MATERIALS ALSO REQUIRE SPECIAL PROCEDURES

(SEE SPECIFICATION SECTION 01 74 19, CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT).

NOTIFICATION OF CONSTRUCTION ACTIVITIES:

A. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE COR THE REQUIRED AIRFIELD CONSTRUCTION

WAIVER DURING PHASE 0. THIS AIRFIELD CONSTRUCTION WAIVER SHALL BE APPROVED PRIOR TO THE

CONTRACTOR COMMENCING ANY CONSTRUCTION ACTIVITIES.

B. THE CONTRACTOR SHALL INCLUDE IN THE CONSTRUCTION OPERATIONS PLAN A PROCEDURE FOR

IMMEDIATE NOTIFICATION OF THE COR OF ANY ADVERSE CONDITIONS AFFECTING SAFETY ON THE

AIRFIELD. THE CONTRACTOR SHALL OBTAIN CONTACT INFORMATION FOR ALL INVOLVED PARTIES AND

PROCEDURES FOR CONTACTING THEM 24 HOURS A DAY, 7 DAYS A WEEK.

C. IF APPLICABLE, A LIST OF AIRFIELD OPERATIONS PERSONNEL AND FIRE DEPARTMENT EMERGENCY

PERSONNEL WILL BE DISTRIBUTED.

D. THE BASE OPERATIONS OFFICE SHALL ISSUE ALL NOTAMS RELEVANT TO THE CONSTRUCTION PROGRESS

AND ANY OTHER REQUIRED NOTAMS OR CONTACT NUMBERS.

E. THE CONTRACTOR SHALL PREPARE AND SUBMIT CONTACT INFORMATION FOR LOCAL MEDICAL, FIRE

FIGHTING, AND POLICE RESPONSE IN CASE OF EMERGENCIES DURING CONSTRUCTION TO ALL

EMPLOYEES.

F. THE CONTRACTOR MAY BE REQUIRED TO COORDINATE WITH BASE AIRCRAFT RESCUE AND FIRE FIGHTING

(ARFF) PERSONNEL EVEN FOR NON-EMERGENCIES.

G. THE CONTRACTOR SHALL SUBMIT TO THE CONTRACTING OFFICER 60 DAYS PRIOR TO THE START OF

WORK, AN APPROVED FAA FORM 7460-1 "NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION." BE

ADVISED, FAA APPROVAL OF THE FORM MAY TAKE UP TO 45 DAYS.

H. THE CONTRACTOR SHALL COORDINATE WITH THE COR ANY SAFETY ORIENTED ASPECT CHANGES TO THE

CONSTRUCTION PLAN ONCE IT IS ISSUED.

INSPECTION REQUIREMENTS:

A. AIRFIELD SAFETY SELF-INSPECTIONS SHOULD BE CONDUCTED BY THE CONTRACTOR AT LEAST DAILY, BUT MORE FREQUENTLY IF NECESSARY.

B. A PRE-FINAL AND FINAL INSPECTION MEETING WILL ALSO BE HELD FOR THIS PROJECT.

UNDERGROUND UTILITIES:

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING BASE UTILITIES, AND

ELECTRICAL CIRCUITS, WHETHER OWNED BY THE BASE OR OTHER AGENCIES OPERATING AT THE

AIRFIELD. LOCATIONS OF EXISTING UTILITIES SHOWN IN THE PLANS ARE BASED ON AVAILABLE

SURVEY AND AS-BUILT DATA AND ARE APPROXIMATE ONLY.

B. WORKING IN CONJUNCTION WITH THE COR, THE CONTRACTOR SHALL COORDINATE THE LOCATION OF

ANY CROSSING OF UNDERGROUND ELECTRICAL CIRCUITS PRIOR TO THE START OF ANY CONSTRUCTION

ACTIVITIES. THE CONTRACTOR SHALL PROVIDE TONING EQUIPMENT CAPABLE OF DETECTING A 60 Hz

SIGNAL FOR LOCATING CABLES IN THE CONSTRUCTION AREA.

CONTINUED ON NEXT SHEET

11 73

GC151

C O

N S

T R

U C

T I O

N

O

P E

R A

T I O

A

S I N

G

N

O T

E S

M J R

D M

R

D P

S

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

A

R

S

E R

M

M A

N D

AIR FORCE RESERVE

COMMAND

A N

S I

D

J A

N U

A R

Y

T

H

M

S G

C

E C

I N

D U

S T

R I A

L

D

R I V

E

D O

B B

I N

S

A

R B

G

A

M E

N

T

I N

C

L

O

E

S

U I T

E

T A

M P

A

F

L

B E

N H

A M

S

K E

L L

C

O M

P A

N Y

N

B

R O

A D

W A

Y

S

U I T

E

O K

L A

H O

T

Y

O

K

D O

B B

I N

S

A

S

E R

S

E

G

E O

R G

P

A

A

L L S

C

R A

C K

I N

T

S

E A

C

R

A M

X

I W

A Y

D E

L T

A G

O L F

L O

X

P

A D

I N

S T

A L L

M

O O

R I N

G

P

O I N

P A

R K

I N

G

S

P O

P

A

E

R R

U N

O

U L D

E R

S

P R

O J E

F

G W

B

FINAL DESIGN SUBMITTAL

C. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING UNDERGROUND UTILITIES

THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL HAVE QUALIFIED PERSONNEL ONSITE IF

ANY EXISTING UNDERGROUND UTILITY IS DAMAGED DURING CONSTRUCTION OPERATIONS. THE ROLE

OF THESE PERSONNEL IS NOT LIMITED TO OVERSEEING THE PROTECTION OF UNDERGROUND

UTILITIES AND MAY HAVE ADDITIONAL RESPONSIBILITIES ON THE PROJECT. DAMAGED UTILITIES SHALL

BE IMMEDIATELY CORRECTED AND APPROVED BY THE COR AT NO ADDITIONAL COST TO THE

GOVERNMENT.

D. PRIOR TO THE START OF CONSTRUCTION ANY ELECTRICAL CIRCUITS TO BE CROSSED SHALL BE

TESTED FOR RESISTANCE TO GROUND BY THE CONTRACTOR UNDER SUPERVISION OF THE COR AND

THE READINGS RECORDED. FOLLOWING CONSTRUCTION, THE CONTRACTOR, UNDER THE

SUPERVISION OF THE COR, SHALL CHECK ALL CIRCUITS CROSSED DURING THE PROJECT. ANY

CIRCUITS SHOWING A DECREASE IN RESISTANCE TO GROUND SHALL BE CORRECTED BY THE

CONTRACTOR TO THE RECORDED PRE-CONSTRUCTION LEVELS OR AT LEAST 50 MEGOHMS. NO

ADDITIONAL COMPENSATION WILL BE MADE FOR ANY CORRECTIVE ELECTRICAL WORK DUE TO

CONTRACTOR'S OPERATIONS.

FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT:

A. THE CONTRACTOR SHALL DEVELOP, IMPLEMENT, AND MONITOR A FOD PREVENTION PLAN. A PERSON

SHALL BE DESIGNATED BY THE CONTRACTOR TO CONTINUOUSLY MONITOR THE PAVEMENTS FOR FOD, INCLUDING THE HAUL ROUTES AND ROADWAYS. THIS PERSON SHALL HAVE THE CAPABILITY TO

ASSIGN PERSONNEL AND EQUIPMENT TO REMOVE DEBRIS OR REPAIR HAUL ROUTES AND ROADWAYS

WHEN REQUIRED IN A TIMELY MANNER. THIS PERSON SHALL BE IN SUPERVISORY ROLE BUT THIS ROLE

IS NOT LIMITED TO OVERSEEING THE FOD PREVENTION PLAN AND MAY HAVE ADDITIONAL

RESPONSIBILITIES ON THE PROJECT.

B. DEBRIS SHALL NOT BE DEPOSITED ON ANY PORTION OF AN OPERATIONAL RUNWAY, TAXIWAY OR

APRON. SHOULD ANY DEBRIS BE ACCIDENTALLY DEPOSITED ON ACTIVE OPERATIONAL AREAS, IT

SHALL BE REMOVED IMMEDIATELY. THE CONTRACTORS SWEEPER SHALL HAVE VACUUMING

CAPABILITIES AND BE ASSIGNED TO THE PROJECT AND BE ON-SITE AT ALL TIMES.

C. PRIOR TO OPENING AIRCRAFT MOVEMENT AREAS CLOSED FOR THIS PROJECT, THE CONTRACTOR IS

RESPONSIBLE FOR ENSURING THAT THE SITE, INCLUDING ADJACENT PAVEMENTS AND HAUL ROUTES, IS CLEAR OF ANY FOREIGN OBJECT DEBRIS (FOD) AND IS ACCEPTABLE TO THE COR.

D. THE CONTRACTOR SHALL CONDUCT DAILY INSPECTIONS OF THE WORK AND ADJACENT AREAS FOR

SAFETY AND CLEANLINESS. THE AIRFIELD OPERATIONS AND COR MAY ALSO PERFORM DAILY

INSPECTIONS OF THIS PROJECT SITE.

E. CONTRACTOR SHALL USE ALL MEANS NECESSARY TO MINIMIZE DUST DURING CONSTRUCTION

OPERATIONS. IF THE COR REQUESTS DUST CONTROL IT SHALL BE APPLIED IMMEDIATELY.

SECURITY AND OPERATIONS ENFORCEMENT:

A. THIS PROJECT INVOLVES WORK NEAR ACTIVE AIRCRAFT OPERATIONAL AREAS INCLUDING RUNWAY, TAXIWAY, OR RESTRICTED AREA LOCATIONS ON THE APRON. INCURSIONS OCCURRING DURING THE

PROJECT, AS DETERMINED BY THE JUDGEMENT OF THE CONTRACTING OFFICER, MAY BE SUBJECT TO

A VIOLATION. A RUNWAY INCURSION IS "ANY OCCURRENCE AT AN AERODROME INVOLVING THE

INCORRECT PRESENCE OF AN AIRCRAFT, VEHICLE OR PERSON ON THE PROTECTED AREA OF A

SURFACE DESIGNATED FOR THE LANDING AND TAKE OFF OF AIRCRAFT."

B. VIOLATIONS TO BOTH THE AIRFIELD AND BASE OPERATIONS, SECURITY, OR THESE RULES AND

REGULATIONS, DEPENDING UPON THE SEVERITY OF THE VIOLATION, MAY RESULT IN ONE OR MORE OF

THE FOLLOWING:

1) A VERBAL AND/OR WRITTEN WARNING

2) REVOCATION OF VEHICLE ACCESS PERMIT

3) THE CONTRACT WORK BEING STOPPED UNTIL CORRECTIVE MEASURES ARE TAKEN TO

PRECLUDE A RECURRENCE OF THE VIOLATIONS. (NO TIME EXTENSION WILL BE ISSUED DUE TO A

VIOLATION.)

4) REMOVAL FROM THE PROJECT

C. THE CONTRACTOR IS RESPONSIBLE FOR ALL VIOLATIONS OF AIRFIELD AND SECURITY REGULATIONS.

D. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING CLEAR ROUTES OF ACCESS TO

ACTIVE AIRPORT OPERATIONS AREAS FOR FIRE FIGHTING AND RESCUE EQUIPMENT AND PERSONNEL.

CONSTRUCTION OCCURS IN AREAS THAT ARE IN PROXIMITY TO EMERGENCY SERVICES' ACCESS TO

THE AIRFIELD. AT NO TIME MAY VEHICLES, EQUIPMENT, OR PERSONNEL BE LEFT PARKED, IDLED, STAGED, OR STATIONARY IN THESE AREAS.

RUNWAY & TAXIWAY MARKING, LIGHTING, SIGNS, AND VISUAL NAVAIDS:

A. AIRFIELD MARKINGS, LIGHTING, SIGNS, AND VISUAL NAVAIDS MUST BE CLEARLY VISIBLE TO PILOTS, NOT MISLEADING, CONFUSING OR DECEPTIVE. ALL MUST BE SECURED IN PLACE TO PREVENT

MOVEMENT BY PROP WASH, JET BLAST, WING VORTICES OR OTHER WIND CURRENTS, BUT FRANGIBLE

AND CONSTRUCTED OF MATERIALS THAT WOULD MINIMIZE DAMAGE TO AN AIRCRAFT IN THE EVENT OF

INADVERTENT CONTACT.

B. THE FOLLOWING ARE APPLICABLE STANDARDS FOR ANY TEMPORARY OR PERMANENT INSTALLATIONS

OF THESE RESPECTIVE ITEMS:

PAVEMENT MARKINGS: UFC 3-260-04

AIRFIELD LIGHTING: UFC 3-535-01

C. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING MARKINGS, SIGNS, AND VISUAL NAVAIDS.

IF EXISTING MARKINGS, SIGNS, OR VISUAL NAVAIDS ARE DAMAGED BY CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL IMMEDIATELY CORRECT AS APPROVED BY THE COR AT THE CONTRACTOR'S

EXPENSE.

D. RUNWAY 11-29 WILL REQUIRE A CLOSURE FOR THE WORK TAKING PLACE IN THE OVERRUNS AND THE

WORK ON TAXIWAYS D AND G NEAR THE EDGE OF RUNWAY. TAXIWAY B AND D WILL ALSO REQUIRE

CLOSURES FOR THIS PROJECT.

E. NAVAIDS AND AIRFIELD LIGHTING ARE NOT ANTICIPATED TO BE AFFECTED BY THIS PROJECT.

MARKING AND SIGNS FOR ACCESS ROUTES:

A. PAVEMENT MARKINGS AND SIGNS INTENDED FOR CONSTRUCTION PERSONNEL SHALL CONFORM TO

UFC 3-260-04, AND WITH THE MUTCD AND/OR STATE HIGHWAY SPECIFICATIONS AS PRACTICAL.

B. ACCESS ROUTES USED BY CONTRACTOR MUST BE CLEARLY MARKED TO PREVENT INADVERTENT

ENTRY TO AREAS OPEN TO AIRFIELD OPERATIONS. CONSTRUCTION SIGNS SHALL BE INSTALLED PER

THE MINIMUM REQUIREMENTS OF THE SPECIFICATIONS AND REMOVED AT THE COMPLETION OF THE

PROJECT.

C. CONTRACTOR SHALL PROVIDE "25 MPH SPEED LIMIT" SIGNS AND "HAUL ROUTE" SIGNS WHEN HAULING

ON THE AIRFIELD OR BASE ROADWAYS AND TAXIWAYS. OTHER SPEED LIMITS THAT MUST BE

OBSERVED ARE, 10 MPH ON ANY AIRCRAFT APRON AND 5 MPH WITHIN 50 FEET OF ANY AIRCRAFT.

HAZARD MARKING AND LIGHTING:

A. IF ANY AIRCRAFT MOVEMENT AREA MUST BE CLOSED, THE CONTRACTOR SHALL FURNISH AND PLACE

PORTABLE BARRICADES ACROSS APRONS TO KEEP CONSTRUCTION VEHICLES FROM ENTERING

ACTIVE OPERATION AREAS AND TO KEEP AIRCRAFT FROM TAXIING INTO CONSTRUCTION AREAS.

BARRICADES SHALL BE HIGHLY-REFLECTIVE, MARKED WITH DIAGONAL, ALTERNATING ORANGE AND

WHITE STRIPES AND SUPPLEMENTED WITH EITHER FLASHING OR STEADY-BURNING LIGHTS DURING

HOURS OF RESTRICTED VISIBILITY OR DARKNESS. LIGHTS SHALL BE BARRICADE TYPE TYPICAL FOR

CONSTRUCTION ZONES AND RED IN COLOR, MEETING ALL STATE HIGHWAY REQUIREMENTS.

BARRICADES LOCATED WITHIN AIRCRAFT MOVEMENT AREAS (RUNWAYS, TAXIWAYS, APRONS) SHALL

BE LOW LEVEL AVIATION BARRICADES (NO HIGHER THAN 18") SPECIFICALLY MANUFACTURED AND

DESIGNED FOR SUCH PURPOSE. THEY SHALL BE ALTERNATING ORANGE AND WHITE IN COLOR 10"

HIGH AND 96" LONG, MADE OF UV-RESISTANT POLYETHYLENE. FLASHERS MUST BE MIN. 5 CANDELAS

EFFECTIVE INTENSITY AND FLASH AT A RATE OF 50 TO 160 FLASHES PER MINUTE.

ENOUGH BARRICADES MUST BE PROVIDED TO SAFELY DELINEATE ALL CONSTRUCTION BOUNDARIES.

BARRICADES SHALL BE PLACED CLOSELY ENOUGH TO PREVENT TRAFFIC FROM ENTERING THE

CONSTRUCTION AREA. POSSIBLE GAPS ARE TO BE PLACED WITHIN THE BARRICADES FOR

GOVERNMENT USE. LOCATIONS OF GAPS TO BE COORDINATED WITH BASE OPERATIONS AND THE

CONTRACTING OFFICER. SEE DETAIL FOR SEPARATION BETWEEN BARRICADES. BARRICADES SHALL

BE FILLED WITH WATER TO PREVENT MOVEMENT BY JET BLAST.

BARRICADES LOCATED OUTSIDE OF AIRCRAFT MOVEMENT AREAS SHALL BE CONCRETE BARRICADES

LOCATED ALONG THE ADJOINING PROJECT LIMIT.

B. HAZARDS SUCH AS OPEN MANHOLES, AREAS UNDER REPAIR, STOCKPILE AND WASTE AREAS SHALL

ALSO BE MARKED WITH BARRICADES.

C. THE CONTRACTOR MUST ALSO PROVIDE AN EMERGENCY CONTACT AVAILABLE 24 HOURS FOR

MAINTENANCE OF CONSTRUCTION LIGHTING AND BARRICADING, OR ANY OTHER ISSUES THAT

INTERFERE WITH THE OPERATIONS AT THE AIRFIELD.

D. CONTRACTOR SHALL, ON A DAILY BASIS, COORDINATE WITH THE COR AND AIRFIELD MAINTENANCE

SUPERINTENDENT TO ENSURE ALL REQUIRED AIRFIELD LIGHTING IS FUNCTIONAL, LIGHTED

BARRICADES ARE OPERATIONAL, AND TO REVIEW NOTAM'S.

E. USE HIGHLY REFLECTIVE BARRICADES WITH LIGHTS TO CLOSE ANY AIRFIELD PAVEMENT AREAS.

LIGHTS MUST ONLY BE BATTERY POWERED AND NOT SOLAR POWERED.

F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MOVEMENT OF BARRICADES BETWEEN PHASES, OR AS OTHERWISE CRITICAL TO AIRFIELD OPERATIONS. ALL BARRICADE LIGHTS MUST BE CHECKED

NIGHTLY, AND REPLACED BY THE CONTRACTOR IF NOT FUNCTIONING.

PROTECTION OF RUNWAY AND TAXIWAY SAFETY AREAS:

A. CONSTRUCTION ACTIVITY ADJACENT TO ACTIVE RUNWAYS, TAXIWAYS, AND APRONS SHALL BE

COORDINATED WITH AIRFIELD OPERATIONS THROUGH THE COR. CONSTRUCTION ACTIVITY IN THESE

AREAS WILL BE AUTHORIZED AFTER:

1) NOTICES TO AIRMEN (NOTAM'S) HAVE BEEN ISSUED,

2) BARRICADING AND LIGHTING PROVISIONS HAVE BEEN IMPLEMENTED BY THE CONTRACTOR, AND

3) IT HAS BEEN DETERMINED THAT THE HEIGHT OF EQUIPMENT AND MATERIALS IS BEYOND THE

REACH, OR SAFELY BELOW, AIRCRAFT USING ADJACENT OPERATION AREAS. THE COR WILL

SUPPLY INFORMATION FOR RUNWAY APPROACHES AND OTHER AREAS IF REQUIRED.

B. OPEN TRENCHES AND EXCAVATIONS WITHIN THE CONSTRUCTION AREA(S) MUST BE PROMINENTLY

BARRICADED. NO CONSTRUCTION MAY OCCUR WITHIN 200' OF AN EXISTING RUNWAY, TAXIWAY, OR

TAXILANE EDGE WHILE THE RUNWAY/TAXIWAY/TAXILANE IS OPEN TO AIRCRAFT OPERATIONS. OPEN

TRENCHES OR EXCAVATIONS ARE NOT PERMITTED WITHIN THE 200' OF AN OPEN

RUNWAY/TAXIWAY/TAXILANE. IF THE RUNWAY/TAXIWAY/TAXILANE MUST BE OPENED BEFORE

EXCAVATIONS ARE BACKFILLED, THE EXCAVATIONS MUST BE COVERED IN SUCH A WAY AS TO ALLOW

THE HEAVIEST AIRCRAFT OPERATING ON THE RUNWAY/TAXIWAY/TAXILANE TO CROSS THE COVERING

WITHOUT DAMAGE TO THE AIRCRAFT.

C. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ALL WORK AREAS WITHIN 200' OF ANY

ACTIVE RUNWAY, TAXIWAY, OR TAXILANE EDGE DURING ALL NON-WORKING HOURS OR WHEN ANY

RUNWAY OR TAXIWAY IS OPERATIONAL, THE FOLLOWING:

1) THE AREA SHALL HAVE NO GRADES STEEPER THAN A 10:1 SLOPE IN ANY DIRECTION.

2) PROVIDE EVENLY GRADED TRANSITIONS OFF ALL EXISTING PAVEMENT EDGES USING BASE

COURSE MATERIAL AT SAME GRADE AS REMAINING PAVEMENT AND SLOPED AT A 10:1 MAXIMUM

GRADE.

3) AT NO LOCATION WILL A DROP IN GRADE BE GREATER THAN 2 INCHES WITHOUT BEING GRADED

TO THE REQUIREMENTS ABOVE PROVIDED.

D. RUNWAY APPROACH/DEPARTURE AREAS AND CLEARWAYS MUST BE PROTECTED. DURING TIMES

WHEN THE RUNWAY IS OPEN TO AIRCRAFT TRAFFIC, NO VEHICLES, MATERIALS OR EQUIPMENT WILL

BE ALLOWED WITHIN 200' OF ANY ACTIVE RUNWAY, TAXIWAY OR APRON EDGE.

CONTROL TOWER COMMUNICATION:

A. ACTIVE AIRCRAFT OPERATION AREAS: OPERATIONS AT DOBBINS AIR RESERVE BASE ARE

CONTROLLED BY THE CONTROL TOWER. WHEN A RUNWAY OR TAXIWAY IS OPEN TO AIR TRAFFIC, THE

CONTRACTOR MUST OBTAIN CLEARANCE FROM THE TOWER BEFORE ANY PERSONNEL OR EQUIPMENT

PROCEEDS ONTO OR ACROSS THE AREA. A RADIO-EQUIPPED TRAFFIC GUARD SHALL BE USED TO

CONTROL VEHICULAR TRAFFIC CROSSING ACTIVE AREAS DURING HAULING OPERATIONS. THE

TRAFFIC GUARD SHALL BE CHECKED OUT AND APPROVED BY AIRFIELD OPERATIONS PERSONNEL

PRIOR TO USING RADIOS.

B. THE CONTRACTOR SHALL SUPPLY REQUIRED AIRPORT RADIOS. THE PRIME CONTRACTOR

SUPERINTENDENT, GATE GUARD, AND TWO OTHER PRIME CONTRACTOR DESIGNATED WORKERS

SHALL HAVE A RADIO POWERED ON AND MONITOR THE RADIO AT ALL TIMES. THESE RADIOS SHALL BE

EXCLUSIVELY USED TO ALLOW COMMUNICATION BETWEEN THE TOWER AND THE DESIGNATED

CONTRACTOR REPRESENTATIVES. ALL PERSONS THAT WILL POSSESS A RADIO SHALL BE TRAINED BY

THE BASE PRIOR TO THE START OF CONSTRUCTION.

CONTINUED FROM PREVIOUS SHEET

C. THE CONTRACTOR MAY BE ALLOWED TO USE TWO-WAY RADIOS FOR COMMUNICATION BETWEEN

CONTRACTORS AS LONG AS THE FREQUENCY HAS BEEN APPROVED BY THE DARB SPECTRUM

FREQUENCY MANAGER (SFM) THROUGH THE COR. THE CONTRACTORS SHALL NOT USE ANY RADIOS, COMMUNICATION DEVICES, AND FREQUENCIES NOT APPROVED BY THE SFM.

OTHER CONSTRUCTION NOTES:

A. ALL SAFETY AND SECURITY ITEMS REQUIRED ON SHEETS GC141 THROUGH GC148, THIS SHEET, AND

WITHIN THE CONTRACT DOCUMENTS TO BE INCLUDED AND CONSIDERED INCIDENTAL TO THE PROJECT.

B. SEE SHEETS GC141 THROUGH GC148 FOR RESTRICTIONS ON WORK PERTAINING TO CONSTRUCTION

WITHIN OR EFFECTING APRON PAVEMENTS.

C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS REQUIRED FOR THIS

PROJECT. ALL COSTS ASSOCIATED WITH PERMITS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT.

THE FOLLOWING ARE PROHIBITED ON THE AIRFIELD:

D. WELDING/BLASTING OPERATIONS

OPEN-FLAME WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE FIRE AND

SAFETY PRECAUTIONS ARE PROVIDED AS APPROVED BY THE FIRE CHIEF AND THE COR. USE OF

ELECTRICAL BLASTING CAPS IS PROHIBITED ON OR WITHIN 1,000 FEET OF THE BASE PROPERTY. FLARE

POTS ARE PROHIBITED WITHIN THE AIR OPERATIONS AREA (AOA).

E. BURNING AND BLASTING IS NOT ALLOWED ON BASE PROPERTY.

EFFECT ON AIRCRAFT / AIRPORT OPERATIONS

A. ALL CONSTRUCTION ACCESS WILL BE AT LOCATIONS SHOWN ON SHEETS GC141 THROUGH GC147.

B. LOW PROFILE BARRICADES WITH RED, FLASHING LIGHTS WILL MARK AREAS UNDER CONSTRUCTION.

C. NO EQUIPMENT OR PERSONNEL SHALL OPERATE OUTSIDE THE LIMITS OF CONSTRUCTION SHOWN ON

SHEETS GC141 THROUGH GC147 AS STATED WITHIN THIS SHEET.

CONSTRUCTION OPERATIONS NOTES:

1. CONTRACTOR SHALL SUBMIT SCHEDULE OF OPERATIONS FOR THE COMPLETE PROJECT PRIOR TO

START OF CONSTRUCTION.

2. ALL CONTRACTOR PERSONNEL SHALL COMPLETE THE AIRPORT AND BASE AIRFIELD DRIVERS TRAINING

COURSE PRIOR TO BEING ABLE TO ACCESS THE SITE. THIS SHALL BE COORDINATED THROUGH

AIRFIELD MANAGEMENT A MINIMUM OF THREE DAYS PRIOR TO THE REQUESTED DATE.

3. ALL CONTRACTOR VEHICLES ON THE AIRFIELD MUST HAVE AN AIRFIELD PASS ISSUED FOR AND

DISPLAYED ON EACH VEHICLE'S DASHBOARD.

4. THE CONTRACTOR SHALL HAVE A PERSON DESIGNATED AS SITE SUPERINTENDENT ON-CALL 24 HOURS

A DAY FOR EMERGENCY MAINTENANCE OF AIRPORT HAZARD LIGHTING AND BARRICADES.

5. BARRICADES SHALL BE WEIGHTED BY WATER, SAND BAGS, OR OTHER MEANS TO KEEP BARRICADES

STATIONARY FROM WINDS AND JET BLAST.

6. BARRICADES TO BE CHECKED EVERY DAY FOR WATER LEVEL AND THAT LIGHTS WORK PROPERLY.

CONTRACTOR TO IMMEDIATELY FIX ALL PROBLEMS WHEN FOUND.

7. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING BARRICADES AND ALL SIGNAGE

REQUI…