Vol1_Amendment__0002_Drawings.pdf

B-302

B-301

B-101

SOIL BORING LOGS - DRILL HOLES BG15-10 THROUGH BG15-15

SOIL BORING LOGS - DRILL HOLES BG15-01 THROUGH BG15-09

SOIL BORING LOCATION PLAN

FT14B-302.DGN

FT14B-301.DGN

FT14B-101.DGN

FT14VF111.DGN

FT14VF110.DGN

FT14VF109.DGN

FT14VF108.DGN

FT14VF107.DGN

FT14VF106.DGN

FT14VF105.DGN

FT14VF104.DGN

FT14VF103.DGN

FT14VF102.DGN

FT14VF101.DGN

FT14VF100.DGN

VF111

VF110

VF109

VF108

VF107

VF106

VF105

VF104

VF103

VF102

VF101

VF100

EXISTING CONDITIONS PLAN - AREA K

EXISTING CONDITIONS PLAN - AREA J

EXISTING CONDITIONS PLAN - AREA I

EXISTING CONDITIONS PLAN - AREA H

EXISTING CONDITIONS PLAN - AREA G

EXISTING CONDITIONS PLAN - AREA F

EXISTING CONDITIONS PLAN - AREA E

EXISTING CONDITIONS PLAN - AREA D

EXISTING CONDITIONS PLAN - AREA C

EXISTING CONDITIONS PLAN - AREA B

EXISTING CONDITIONS PLAN - AREA A

TOPOGRAPHIC SURVEY INFORMATION PLAN

FT14S-101.DGN

C-006

C-005

C-004B

C-004A

C-003

C-002C

C-002B

C-002A

C-001

G-005

G-004

G-003

G-002

G-001

FT14C-006.DGN

FT14C-005.DGN

FT14C-004B.DGN

FT14C-004A.DGN

FT14C-003.DGN

FT14C-002C.DGN

FT14C-002B.DGN

FT14C-002A.DGN

FT14C-001.DGN

FT14G-005.DGN

FT14G-004.DGN

FT14G-003.DGN

FT14G-002.DGN

FT14G-001.DGN

FT14CT503.DGN

FT14CT502.DGN

FT14CT501.DGN

FT14CT120.DGN

FT14CT119.DGN

FT14CT118.DGN

FT14CT117.DGN

FT14CT116.DGN

FT14CT115.DGN

FT14CT114.DGN

FT14CT113.DGN

FT14CT112.DGN

FT14CT111.DGN

FT14CT110.DGN

FT14CT109.DGN

FT14CT108.DGN

FT14CT107.DGN

FT14CT106.DGN

FT14CT105.DGN

FT14CT104.DGN

FT14CT103.DGN

FT14CT102.DGN

FT14CT101.DGN

FT14CG503.DGN

FT14CG502.DGN

FT14CG501.DGN

FT14CG410.DGN

FT14CG409.DGN

FT14CG408.DGN

FT14CG407.DGN

FT14CG406.DGN

FT14CG405.DGN

FT14CG404.DGN

FT14CG403.DGN

FT14CG402.DGN

FT14CG401.DGN

FT14CG400.DGN

FT14CG318.DGN

FT14CG317.DGN

FT14CG316.DGN

FT14CG315.DGN

FT14CG314.DGN

FT14CG313.DGN

FT14CG312.DGN

FT14CG311.DGN

FT14CG310.DGN

FT14CG309.DGN

FT14CG308.DGN

FT14CG307.DGN

FT14CG306.DGN

FT14CG305.DGN

FT14CG304.DGN

FT14CG303.DGN

FT14CG302.DGN

FT14CG301.DGN

FT14CG206.DGN

FT14CG205.DGN

FT14CG204.DGN

FT14CG203.DGN

FT14CG202.DGN

FT14CG201.DGN

FT14CG110.DGN

FT14CG109.DGN

FT14CG108.DGN

FT14CG107.DGN

FT14CG106.DGN

FT14CG105.DGN

FT14CG104.DGN

FT14CG103.DGN

FT14CG102.DGN

FT14CG101.DGN

FT14CP801.DGN

FT14CP711.DGN

FT14CP710.DGN

FT14CP709.DGN

FT14CP708.DGN

FT14CP707.DGN

FT14CP706.DGN

FT14CP705.DGN

FT14CP704.DGN

FT14CP703.DGN

FT14CP702.DGN

FT14CP701.DGN

CT503

CT502

CT501

CT120

CT119

CT118

CT117

CT116

CT115

CT114

CT113

CT112

CT111

CT110

CT109

CT108

CT107

CT106

CT105

CT104

CT103

CT102

CT101

CG503

CG502

CG501

CG410

CG409

CG408

CG407

CG406

CG405

CG404

CG403

CG402

CG401

CG400

CG318

CG317

CG316

CG315

CG314

CG313

CG312

CG311

CG310

CG309

CG308

CG307

CG306

CG305

CG304

CG303

CG302

CG301

CG206

CG205

CG204

CG203

CG202

CG201

CG110

CG109

CG108

CG107

CG106

CG105

CG104

CG103

CG102

CG101

CP801

CP711

CP710

CP709

CP708

CP707

CP706

CP705

CP704

CP703

CP702

CP701

PATCH & REPAIR DETAILS - SHEET 2 OF 2

PATCH & REPAIR DETAILS - SHEET 1 OF 2

EXISTING JOINT ROUTE & SEAL JOINT SEALANT DETAILS

PATCH AND REPAIR PLAN - AREA 20

PATCH AND REPAIR PLAN - AREA 19

PATCH AND REPAIR PLAN - AREA 18

PATCH AND REPAIR PLAN - AREA 17

PATCH AND REPAIR PLAN - AREA 16

PATCH AND REPAIR PLAN - AREA 15

PATCH AND REPAIR PLAN - AREA 14

PATCH AND REPAIR PLAN - AREA 13

PATCH AND REPAIR PLAN - AREA 12

PATCH AND REPAIR PLAN - AREA 11

PATCH AND REPAIR PLAN - AREA 10

PATCH AND REPAIR PLAN - AREA 9

PATCH AND REPAIR PLAN - AREA 8

PATCH AND REPAIR PLAN - AREA 7

PATCH AND REPAIR PLAN - AREA 6

PATCH AND REPAIR PLAN - AREA 5

PATCH AND REPAIR PLAN - AREA 4

PATCH AND REPAIR PLAN - AREA 3

PATCH AND REPAIR PLAN - AREA 2

PATCH AND REPAIR PLAN - AREA 1

MISCELLANEOUS STORM DRAIN DETAILS

STORM DRAIN HEADWALL DETAILS

STORM DRAIN AREA INLET DETAILS

SPOT ELEVATION PLAN - AREA J

SPOT ELEVATION PLAN - AREA I

SPOT ELEVATION PLAN - AREA H

SPOT ELEVATION PLAN - AREA G

SPOT ELEVATION PLAN - AREA F

SPOT ELEVATION PLAN - AREA E

SPOT ELEVATION PLAN - AREA D

SPOT ELEVATION PLAN - AREA C

SPOT ELEVATION PLAN - AREA B

SPOT ELEVATION PLAN - AREA A

CONCRETE THRESHOLD BAR SPOT ELEVATION PLAN

RUNWAY CROSS SECTIONS - STA. 134+00 THRU STA. 136+00

RUNWAY CROSS SECTIONS - STA. 126+00 THRU STA. 133+00

RUNWAY CROSS SECTIONS - STA. 118+00 THRU STA. 125+00

RUNWAY CROSS SECTIONS - STA. 110+00 THRU STA. 117+00

RUNWAY CROSS SECTIONS - STA. 102+00 THRU STA. 109+00

RUNWAY CROSS SECTIONS - STA. 94+00 THRU STA. 101+00

RUNWAY CROSS SECTIONS - STA. 86+00 THRU STA. 93+00

RUNWAY CROSS SECTIONS - STA. 78+00 THRU STA. 85+00

RUNWAY CROSS SECTIONS - STA. 70+00 THRU STA. 77+00

RUNWAY CROSS SECTIONS - STA. 62+00 THRU STA. 69+00

RUNWAY CROSS SECTIONS - STA. 54+00 THRU STA. 61+00

RUNWAY CROSS SECTIONS - STA. 46+00 THRU STA. 53+00

RUNWAY CROSS SECTIONS - STA. 38+00 THRU STA. 45+00

RUNWAY CROSS SECTIONS - STA. 30+00 THRU STA. 37+00

RUNWAY CROSS SECTIONS - STA. 22+00 THRU STA. 29+00

RUNWAY CROSS SECTIONS - STA. 14+00 THRU STA. 21+00

RUNWAY CROSS SECTIONS - STA. 6+00 THRU STA. 13+00

RUNWAY CROSS SECTIONS - STA. -1+00 THRU STA. 5+00

STORM DRAIN LINE A PROFILE

SOUTHEAST EDGE OF CONCRETE PROFILE - SHEET 2 OF 2

SOUTHEAST EDGE OF CONCRETE PROFILE - SHEET 1 OF 2

NORTHWEST EDGE OF CONCRETE PROFILE - SHEET 2 OF 2

NORTHWEST EDGE OF CONCRETE PROFILE - SHEET 1 OF 2

RUNWAY CENTERLINE PROFILE

GRADING PLAN - AREA J

GRADING PLAN - AREA I

GRADING PLAN - AREA H

GRADING PLAN - AREA G

GRADING PLAN - AREA F

GRADING PLAN - AREA E

GRADING PLAN - AREA D

GRADING PLAN - AREA C

GRADING PLAN - AREA B

GRADING PLAN - AREA A

PAVEMENT MARKING DETAILS

PAVEMENT MARKING PLAN - AREA K

PAVEMENT MARKING PLAN - AREA J

PAVEMENT MARKING PLAN - AREA I

PAVEMENT MARKING PLAN - AREA H

PAVEMENT MARKING PLAN - AREA G

PAVEMENT MARKING PLAN - AREA F

PAVEMENT MARKING PLAN - AREA E

PAVEMENT MARKING PLAN - AREA D

PAVEMENT MARKING PLAN - AREA C

PAVEMENT MARKING PLAN - AREA B

PAVEMENT MARKING PLAN - AREA A

FT14CP504.DGN

FT14CP503.DGN

FT14CP502.DGN

FT14CP501.DGN

FT14CP410.DGN

FT14CP409.DGN

FT14CP408.DGN

FT14CP407.DGN

FT14CP406.DGN

FT14CP405.DGN

FT14CP404.DGN

FT14CP403.DGN

FT14CP402.DGN

FT14CP401.DGN

FT14CP204.DGN

FT14CP203.DGN

FT14CP202.DGN

FT14CP201.DGN

FT14CP153.DGN

FT14CP152.DGN

FT14CP151.DGN

FT14CP110.DGN

FT14CP109.DGN

FT14CP108.DGN

FT14CP107.DGN

FT14CP106.DGN

FT14CP105.DGN

FT14CP104.DGN

FT14CP103.DGN

FT14CP102.DGN

FT14CP101.DGN

FT14CP100.DGN

FT14GC103.DGN

FT14GC102.DGN

FT14GC101.DGN

FT14CD203.DGN

FT14CD202.DGN

FT14CD201.DGN

FT14CD111.DGN

FT14CD110.DGN

FT14CD109.DGN

FT14CD108.DGN

FT14CD107.DGN

FT14CD106.DGN

FT14CD105.DGN

FT14CD104.DGN

FT14CD103.DGN

FT14CD102.DGN

FT14CD101.DGN

FT14CD100.DGN

CP504

CP503

CP502

CP501

CP410

CP409

CP408

CP407

CP406

CP405

CP404

CP403

CP402

CP401

CP204

CP203

CP202

CP201

CP153

CP152

CP151

CP110

CP109

CP108

CP107

CP106

CP105

CP104

CP103

CP102

CP101

CP100

GC103

GC102

GC101

CD203

CD202

CD201

CD111

CD110

CD109

CD108

CD107

CD106

CD105

CD104

CD103

CD102

CD101

CD100

OVERSIZED PANEL REINFORCEMENT DETAILS

REINFORCEMENT DETAILS

JOINT SEALANT DETAILS

JOINT DETAILS

JOINT LAYOUT PLAN - AREA J

JOINT LAYOUT PLAN - AREA I

JOINT LAYOUT PLAN - AREA H

JOINT LAYOUT PLAN - AREA G

JOINT LAYOUT PLAN - AREA F

JOINT LAYOUT PLAN - AREA E

JOINT LAYOUT PLAN - AREA D

JOINT LAYOUT PLAN - AREA C

JOINT LAYOUT PLAN - AREA B

JOINT LAYOUT PLAN - AREA A

PAVEMENT REPLACEMENT SECTIONS - SHEET 4 OF 4

PAVEMENT REPLACEMENT SECTIONS - SHEET 3 OF 4

PAVEMENT REPLACEMENT SECTIONS - SHEET 2 OF 4

PAVEMENT REPLACEMENT SECTIONS - SHEET 1 OF 4

RUNWAY GROOVING PLAN - SHEET 3 OF 3

RUNWAY GROOVING PLAN - SHEET 2 OF 3

RUNWAY GROOVING PLAN - SHEET 1 OF 3

PAVING PLAN - AREA J

PAVING PLAN - AREA I

PAVING PLAN - AREA H

PAVING PLAN - AREA G

PAVING PLAN - AREA F

PAVING PLAN - AREA E

PAVING PLAN - AREA D

PAVING PLAN - AREA C

PAVING PLAN - AREA B

PAVING PLAN - AREA A

ASPHALT MILLINGS PLACEMENT PLAN

GEOMETRIC PLAN - SHEET 3 OF 3

GEOMETRIC PLAN - SHEET 2 OF 3

GEOMETRIC PLAN - SHEET 1 OF 3

PAVEMENT REMOVAL SECTIONS - SHEET 3 OF 3

PAVEMENT REMOVAL SECTIONS - SHEET 2 OF 3

PAVEMENT REMOVAL SECTIONS - SHEET 1 OF 3

REMOVAL PLAN - AREA K

REMOVAL PLAN - AREA J

REMOVAL PLAN - AREA I

REMOVAL PLAN - AREA H

REMOVAL PLAN - AREA G

REMOVAL PLAN - AREA F

REMOVAL PLAN - AREA E

REMOVAL PLAN - AREA D

REMOVAL PLAN - AREA C

REMOVAL PLAN - AREA B

REMOVAL PLAN - AREA A

RUBBER REMOVAL PLAN

LOW PROFILE BARRICADE AND CLOSED RUNWAY CROSS DETAILS

TEMPORARY DISPLACED THRESHOLD MARKING DETAILS

EQUIPMENT HEIGHT SAFETY PLAN - PHASE 2

EQUIPMENT HEIGHT SAFETY PLAN - PHASE 1

PHASING NOTES

RUNWAY PHASE 3 PLAN

RUNWAY PHASE 2 PLAN

RUNWAY PHASE 1 PLAN

OVERALL RUNWAY PHASING PLAN

AIRFIELD HAUL ROUTE PLAN

PROJECT LOCATION PLAN

INDEX OF DRAWINGS - SHEET 2 OF 2

INDEX OF DRAWINGS - SHEET 1 OF 2

COVER SHEET

D w n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

S u b m it t e d b y

D e s c r ip t io n D a t e

A c t io n

S o l N o

C o n t r

N o

R e v number:

reference

Sheet

A

B

C

2 3 4 5

F il e n a m e

P lo t d a t e

P lo t s c a le

S y m b o l

US Army Corps of Engineers

C H

IE

F

G E

O T

E C

H N

IC

A L

S E

C T

IO

N

T r a c k in g

M

T O

C

P

IT

V

E N

U E

Omaha District

B R

Y

P

F L

E R

E

P .E

O M

A H

A

N E

B R

A S

K A

U .S

A R

Y

R

G

IN

E E

R S

O M

A H

IS

T R

IC

T

V O

L U

R

P

IR

B

IG

G

F

IE

L D

:1

F O

T

IS

S

X

G-002

W

F

R

B M

G

B M

G

M

IN

A W

IN

G S

F T

G .d n

TITLE/DESCRIPTION

NUMBER

IDENTIFICATION

SHEET

SHEET FILE NAME

IDENTIFICATION

SHEET

SHEET FILE NAME

SURVEY

GEOTECHNICAL

CIVIL

INDEX OF DRAWINGS

CIVIL (CONTINUED)

H

E

F

STRUCTURAL

S-101 THRESHOLD LIGHT BAR DETAIL

W

F

C

X X

X X

O

U R

A M

N E

R

V

IS

IO

N S

FT14ES901.DGN

FT14ES513.DGN

FT14ES512.DGN

FT14ES511.DGN

FT14ES510.DGN

FT14ES509.DGN

FT14ES508.DGN

FT14ES507.DGN

FT14ES506.DGN

FT14ES505.DGN

FT14ES504.DGN

FT14ES503.DGN

FT14ES502.DGN

FT14ES501.DGN

FT14ES111.DGN

FT14ES110.DGN

FT14ES109.DGN

FT14ES108.DGN

FT14ES107.DGN

FT14ES106.DGN

FT14ES105.DGN

FT14ES104.DGN

FT14ES103.DGN

FT14ES102.DGN

FT14ES101.DGN

FT14ED111.DGN

FT14ED110.DGN

FT14ED109.DGN

FT14ED108.DGN

FT14ED107.DGN

FT14ED106.DGN

FT14ED105.DGN

FT14ED104.DGN

FT14ED103.DGN

FT14ED102.DGN

FT14ED101.DGN

ES901

ES513

ES512

ES511

ES510

ES509

ES508

ES507

ES506

ES505

ES504

ES503

ES502

ES501

ES111

ES110

ES109

ES108

ES107

ES106

ES105

ES104

ES103

ES102

ES101

ED111

ED110

ED109

ED108

ED107

ED106

ED105

ED104

ED103

ED102

ED101

EXISTING RUNWAY THRESHOLD BAR DETAILS - FOR INFORMATION ONLY

ELECTRICAL DETAILS - CCR SCHEDULES

ELECTRICAL DETAILS - AIRFIELD SIGNAGE SCHEDULE

ELECTRICAL DETAILS - AIRFIELD SIGNAGE

ELECTRICAL DETAILS - REIL SYSTEM

ELECTRICAL DETAILS - PAPI

ELECTRICAL DETAILS - PAPI

ELECTRICAL DETAILS - NEW THRESHOLD THRESHOLD & APPROACH LIGHTING

ELECTRICAL DETAILS - NEW THRESHOLD LIGHT BAR DETAILS

ELECTRICAL DETAILS - MANHOLES

ELECTRICAL DETAILS - MANHOLES & HANDHOLES

ELECTRICAL DETAILS - AIRFIELD TEMPORARY EDGE LIGHTING

ELECTRICAL DETAILS - AIRFIELD LIGHTING CONDUIT

ELECTRICAL DETAILS - AIRFIELD EDGE LIGHTING & CABLING

ELECTRICAL SITE PLAN AREA K

ELECTRICAL SITE PLAN AREA J

ELECTRICAL SITE PLAN AREA I

ELECTRICAL SITE PLAN AREA H

ELECTRICAL SITE PLAN AREA G

ELECTRICAL SITE PLAN AREA F

ELECTRICAL SITE PLAN AREA E

ELECTRICAL SITE PLAN AREA D

ELECTRICAL SITE PLAN AREA C

ELECTRICAL SITE PLAN AREA B

ELECTRICAL SITE PLAN AREA A

ELECTRICAL DEMOLITION PLAN AREA K

ELECTRICAL DEMOLITION PLAN AREA J

ELECTRICAL DEMOLITION PLAN AREA I

ELECTRICAL DEMOLITION PLAN AREA H

ELECTRICAL DEMOLITION PLAN AREA G

ELECTRICAL DEMOLITION PLAN AREA F

ELECTRICAL DEMOLITION PLAN AREA E

ELECTRICAL DEMOLITION PLAN AREA D

ELECTRICAL DEMOLITION PLAN AREA C

ELECTRICAL DEMOLITION PLAN AREA B

ELECTRICAL DEMOLITION PLAN AREA A

n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

S u b m it t e d b y

D e s c r ip t io n D a t e

A c t io n

S o l N o

C o n

R e reference

Sheet

A

B

C e n a m e

P lo t d a t e

P lo t s c a le

S y m b o l

US Army Corps of Engineers

C H

IE

F

G E

O T

E C

H N

IC

C T

IO

N

T r a c k

T

P

IT

E N

U E

Omaha District

B R

Y

F L

E R

E

P .E

O M

A H

A

N E

B R

A S

K A

U .S

A R

R

G

IN

E E

R S

O M

A

T R

IC

T

V O

L U

P

F

IE

L D

:1

F O

IS

S

G-003

F

R

B M

G

B M

G

M

A W

IN

G S

F T

G .d

IDENTIFICATION

SHEET

IDENTIFICATION

SHEET

INDEX OF DRAWINGS

ELECTRICAL

H

E

F

C

X X

X X

O

U R

A M

N E

R

V

IS

IO

N S

GG

D

D E P T H = 2.45

6" P V C O

U T (T

O T

H E N

O R T H

D E P T H = 2.45

6" P V C

IN

(F

R O

M S

O U T H

R

IM

E

LE

V . = 3917.94

S T O

R M D

R A

IN

M

A N

H O

LE

11404

11411

11405

11407

11408

11107

11175

11174

11172

11170

11173

11156

11116

D U N C

AN

ST

R

EE

T

D U N C

AN

ST

R

EE

T

11108

11115

T11117

11145

11176

11149

11151

11150

11152

11148

11153

11147

11144

11142

11141

11143

11162

11161

11189

11131

11121

11169

LU

K E

ST

R

EE

T

11133

11731 11729

11727

11268

11208

B

IG

G S

ST

R

EE

T

B

IG

G S

ST

R

EE

T

B

AR

K

SD

AL

E

ST

R

EE

T

M

SG

R

ILLER

STR

EET

M

SG

R

SSG

SIM

S

STR

EET

P

AR

AD

E

FIELD

B

IG

G S

ST

R

EE

T

11331

11332

11291

11265

11266

11276

11290

11251

11236

11213

11284

11293

11292

11294

11210

11207

11211

B D E/

B N

H Q

LU

K E

ST

R

EE

T

LU

K E

ST

R

EE

T

W R

IG

H T

ST

R

EE

T

W R

IG

H T

ST

R

EE

T

SC

O

TT

ST

R

EE

T

P

AT

TE

R

SO

N

ST

R

EE

T

M

SG

R

M

SG

R

SSG

SIM

S

STR

EET

C

SM

E.

SLEW

ITZK

E

STR

EET

C

SM

E.

SLEW

ITZK

E

STR

EET

C

SM

E.

SLEW

ITZK

E

STR

EET

SER

G

EAN

T M

AJO

R

B O U

LEVAR

D

TS

N

G A R

FIR

E

STATIO

N

LVC

IA

AVC

ATT

M U

SEU

M

UPH

UPH

UPH

204th

SEC

U R

ITY

FO

R C E

TR

AIN

IN

G

C

EN

TER

204th

SF

TEM

F

204th

SF

STO

R

AG

E

SH

ED

FITN

ESS

C

EN

TER

FIR

E

STATIO

N

AIR

FIELD

S

P

AR

AD

E

FIELD

SSG

SIM

S

STR

EET

B

IG

G S

ST

R

EE

AC

ESS

P

AD

TAC

TIC

AL

VEH

IC

LE

H

AN

G

AR

M

AIN

TEN

AN

C E

AIR

C R

AFT

ATK

AN

G

AR

M

AIN

TEN

AN

C E

AIR

C R

AFT

ASLT

3-

8'X15' MOBILE SHOPS

YAR

D

M

EC

H

YARD

M

ECH.

H

AN

G

AR

S

M

AIN

TEN

AN

C E

AIR

C R

AFT

SAB

GATE

YAR

D

M

EC

H

FEN

C E

FEN

C E

11319

11320

11321

11285

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

POND

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

P A R K

IN

G

LO

T

C

SM

E.

SLEW

ITZK

E

STR

EET

P

AT

TE

R

SO

N

ST

R

EE

T

11281

11282

11240

11288

11289

11286

11287

STO

R

AG

E

O

IL/

H M

2' C C

C

C

4' C C

0' C C

5' C C

4' C C

7' C C

C

C

7' C C

8' C C

476' C-C

484' C-C

518' C-C

513' C-C 514' C-C

494' C-C 453' C-C

469' C-C

FEDERAL PRISON

OPERATIONS

COMPANY

UEPH #2

493' C C

490' C-C

B

B

B

B

11269

11270 11271

B

DIRT ROAD

5 116

15 116

F A C

IT

L

IT

Y

H A Z

M A T

S T O R

A

AVEL

R O

AD

DIRT ROAD

DIRT ROAD

DIRT ROAD

DIRT ROAD

DIRT ROAD

DI

RT

R

O

AD

DI

RT

R

O

AD

DI

RT

R

O

AD

DI

RT

R

O

AD

11250

IR

O

N

S

O L D

IE

Y

11199 C

EN

TEN

N

IAL

W R

IG

H T

ST

R

EE

T

BO

RDER PATRO

L

OLD

IR

ONSID

ES

DR.

OLD IRONSIDES DR.

AN

N

AJ

AF

C O

N S T

IT

U T

IO

GEN. CLARKE ST.

IR

O

N

S

O L D

IE

Y

OLD IRONSIDES DR.

EXISTIN

G

W

ATER

R

ETEN

TIO

N

M

SG

R

M

SG

F.

M

AR

K

LE

(FO

U R

TH

STR

EET)

B O

LL

IN

G

ST

R

EE

T

B O

LL

IN

G

ST

R

EE

T

SSG

SIM

S

STR

EET

C

SM

SLEW

ITZK

E

STR

EET

(SIXTH

STR

EET)

C

SM

SLEW

ITZK

E

STR

EET

(SIXTH

STR

EET)

11132

11159

T11275

11274

13060

13062

13064

13066

13041

13043

13045

13047

13049

13051

13038

13040

13042

13044

13046

13048

13050

13003

13005

13007

13009

13011

13013

13015

13001

13002

13004

13006

13008

13010

13012

13014

13000

13018

13020

13022

13016

13019

13017

B

ER

G

STR

O M

ST.

C

ASTLE

C T.

11272

LU

K E

ST

11636

11638

11633

11634

11635

11648

11631

11630 11632

11640

11203

LU

K E

ST

R

EE

T

SG

T.

C

TH

O M

AS

STR

EET

SG

T.

E.

C H U R H

ILL

ST.

(FIR

ST

STR

EET)

11283

SH

O R T

ST

R

EE

T

OLD IRONSIDES DR.

OLD IRONSIDES DR.

OLD IRONSIDES DR.

SSG

SIM

S

STR

EET

11205

W

ILSO

N

P

AR

K

R D

W

ILSO

N

P

AR

K

R D

11167

11168

TORCH ST.

20600

ATER

TAN

K11313

OLD

IR

ONSID

ES

DR.

S E R

G E A

J

V D

R E G

U L A R S

S T

COLD WAR ST.

R

ETEN

TIO

N

POND

R

ETEN

TIO

N

P O N D

11135

R

ETEN

TIO

N

P O N D

C O

M M . M

A N

H O

L E S

11260

11262

11241

11261

11295

11263

11239

11146

R B

11204

11219

11171

11660

11663

11661

F

IR

E

TR

A

IN

IN

G

F A C

IL

ITY

T11625 R

AD

AR

R B

T O

N T E R

E

A

20505

20506

11600

AR

EA

B

IG

G S

AAF

TOWN CENTER

BIGGS AAF

11600 AREA

BIGGS AAF

TOWN CENTER

BIGGS AAF

B C T

B

IG

G S

AAF

BCT 3

FIRE BDE.

TWY CHARLIE

TWY DELTA

T R

A N S

IE

N T

A

LE

R T R

A M P

T W

Y E

C H

O

T W

Y G

U

LF

M A

IN

P

A R

K

IN

G R

A M P

H O T E L S O

U T H

T W

Y J

U N E

T W

Y K

IL

O

T W

Y F

O X T R

O T

W E S T H

E

LO

P

A D

C E N T E R H

E

LO

P

A D

E A S T H

E

LO

P

A D

N O

R T H P

R K G

A P R

O N W

E S T

N O

R T H P

R K G

A P R

O N E

A S T

T W

Y H

O T E

L N

O R

T H

HOT CARGO

RAMP

T W

Y L

IM

A

C

LO

S E D T

W Y T 4D

U P

TWY MIKE

T W

Y N

O V

E M

B E

R

N E W

A R

M U

P A

P R

O N

H A

M M

E R

H E

A

RUNWAY 3-21

n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

S u b m it t e d b y

D e s c r ip t io n D a t e

A c t io n

S o l N o

C o n

R e reference

Sheet

A

B

C e n a m e

P lo t d a t e

P lo t s c a le

S y m b o l

US Army Corps of Engineers

C H

IE

F

G E

O T

E C

H N

IC

C T

IO

N

T r a c k

T

P

IT

E N

U E

Omaha District

B R

Y

F L

E R

E

P .E

O M

A H

A

N E

B R

A S

K A

U .S

A R

R

G

IN

E E

R S

O M

A

T R

IC

T

V O

L U

M E

-5

-1 .0

0P I

R N

W Y S

T A -1

.8

N 10,683,255.60

E 415,686.33

TAXIWAY CHARLIE

TAXIWAY DELTA

SW WARM UP APRON

E 415,699.36

N 10,683,267.75

R = 100'

R

EDGE OF NEW PCC

EDGE OF NEW PCC

N 10,682,829.35

E 414,936.13

ACC SHOULDER

EDGE OF NEWACC SHOULDER

EDGE OF NEW

EDGE OF NEW PCC EDGE OF NEW PCC

EDGE OF NEW PCC

ACC SHOULDER

EDGE OF NEW

N 10,685,848.05

E 418,648.97

N 10,685,841.40

E 418,641.85

N 10,685,541.49

E 418,137.06

N 10,685,548.09

E 418,144.13

N 10,686,349.05

E 418,416.40

N 10,686,368.22

E 418,436.96

N 10,686,119.96

E 417,987.53

N 10,686,139.13

E 418,008.09

R

R

R

R =

5'

R = 225'

R = 247'

R =

0' R =

T A X

IW

A Y H

O T E L

T A

X

IW

A Y H

O T E

L

ACC SHOULDER

EDGE OF NEW

ACC SHOULDER

EDGE OF NEW

ACC SHOULDER

EDGE OF NEW

ACC SHOULDER

EDGE OF NEW

ACC TAXIWAY

EDGE OF NEW

ACC TAXIWAY

EDGE OF NEW

ACC SHOULDER

EDGE OF NEW

EDGE OF NEW PCC

EDGE OF NEW PCC

ACC SHOULDER

EDGE OF NEW

A B C D E F G H I J K

KEY PLAN

SCALE: 1" = 1500'-0"

NN

P.I. BEARING DISTANCE STATION NORTHING EASTING

GRID GRID

RUNWAY 03/21 CENTERLINE HORIZONTAL ALIGNMENT PI DATA

2 145+77.60 10692772.55 425596.30

N 46^59'34.89" E 24,577.60'

1 -10+00.00 10682147.26 414204.86

P

F

IE

L D

:1

F O

IS

S

F

R

B M

G

M A

H

M

T C

H L

IN

E A -A S

E E T

H

IS

S

H E

E T

M A

T C

H L

IN

E A -A S

E E T

H

IS

S

H E

E T

GC101

F T

G C

.d g n

NN

200'0 100'

SCALE: 1" = 100' - 0"

T C

H L

IN

E B -B S

E E S

H E

E T G

C

S H

E

F

G E

O M

E T

IC

A N

W

F

C

X X

X X

A M

N E

R

V

IS

IO

N S

O

U R

A R R E S T

IN

G G

E A R B

U

ILD

IN

G

D

A G

G

IN

V E R T = 3909.85

2 - 42" C M P P

IP

E S

S T O

R M D

R A

IN

IN

LE

T

D E P T H = 2.9

3" P V C O

U T (T

O T

H E N

O R T H

D E P T H = 5.0

6" P V C O

U T (T

O T

H E S

O U T H

D E P T H = 4.4

6" P V C

IN

(F

R O

M N

O R T H E A S T

R

IM

E

LE

V . = 3909.57

S T O

R M D

R A

IN

M

A N

H O

LE

D

D

P

E

P

E

P

E

P

M M

M

E

3910 3910

0 3910

3910 3910 3910 3910 3910 3910

3910 3910 3910 3910 3910 3910

3910 3910 3910

E

E

E

E

E

E

E

G

E

E

B G 15-03

E

E

E

E

E

E

E

E

E

B G 15-04

E

E

E

E

E

E E

11404

11411

11405

11407

11408

11107

11175

11174

11172

11170

11173

11156

11116

D U N C

AN

ST

R

EE

T

D U N C

AN

ST

R

EE

T

11108

11115

T11117

11145

11176

11149

11151

11150

11152

11148

11153

11147

11144

11142

11141

11143

11162

11161

11189

11131

11121

11169

LU

K E

ST

R

EE

T

11133

11731 11729

11727

11268

11208

B

IG

G S

ST

R

EE

T

B

IG

G S

ST

R

EE

T

B

AR

K

SD

AL

E

ST

R

EE

T

M

SG

R

M

SG

R

SSG

SIM

S

STR

EET

P

AR

AD

E

FIELD

B

IG

G S

ST

R

EE

T

11331

11332

11291

11265

11266

11276

11290

11251

11236

11213

11284

11293

11292

11294

11210

11207

11211

B D E/

B N

H Q

LU

K E

ST

R

EE

T

LU

K E

ST

R

EE

T

W R

IG

H T

ST

R

EE

T

W R

IG

H T

ST

R

EE

T

SC

O

TT

ST

R

EE

T

P

AT

TE

R

SO

N

ST

R

EE

T

M

SG

R

M

SG

R

SSG

SIM

S

STR

EET

C

SM

E.

SLEW

ITZK

E

STR

EET

C

SM

E.

SLEW

ITZK

E

STR

EET

C

SM

E.

SLEW

ITZK

E

STR

EET

SER

G

EAN

T M

AJO

R

B O U

LEVAR

D

TS

N

G A R

FIR

E

STATIO

N

LVC

IA

AVC

ATT

M U

SEU

M

UPH

UPH

UPH

204th

SEC

U R

ITY

FO

R C E

TR

AIN

IN

G

C

EN

TER

204th

SF

TEM

F

204th

SF

STO

R

AG

E

SH

ED

FITN

ESS

C

EN

TER

FIR

E

STATIO

N

S

P

AR

AD

E

FIELD

SSG

SIM

S

STR

EET

B

IG

G S

ST

R

ESS

P

AD

TAC

TIC

AL

VEH

IC

LE

H

AN

G

AR

M

AIN

TEN

AN

C E

AIR

C R

G

AR

M

AIN

TEN

AN

C E

AIR

C R

AFT

ASLT

3-

8'X15' MOBILE SHOPS

YAR

D

M

EC

H

YARD

M

ECH.

H

AN

G

AR

S

M

AIN

TEN

AN

C E

AIR

C R

AFT

YAR

D

M

EC

H

FEN

C E

FEN

C E

11319

11320

11321

11285

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

POND

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

P A R K

IN

G

LO

T

C

SM

E.

SLEW

ITZK

E

STR

EET

P

AT

TE

R

SO

N

ST

R

EE

T

11281

11282

11240

11288

11289

11286

11287

STO

R

AG

E

O

IL/

H M

2' C C

C

C

4' C C

0' C C

5' C C

4' C C

7' C C

C

C

7' C C

8' C C

476' C-C

484' C-C

518' C-C

513' C-C 514' C-C

494' C-C 453' C-C

469' C-C

FEDERAL PRISON

OPERATIONS

COMPANY

UEPH #2

493' C C

490' C-C

B

B

B

B

11269

11270 11271

B

DIRT ROAD

5 116

15 116

F A C

IT

L

IT

Y

H A Z

M A T

S T O R

A

AVEL

R O

AD

DIRT ROAD

DIRT ROAD

DIRT ROAD

DIRT ROAD

DIRT ROAD

DI

RT

R

O

AD

DI

RT

R

O

AD

DI

RT

R

O

AD

DI

RT

R

O

AD

11250

IR

O

N

S

O L D

IE

Y

11199 C

EN

TEN

N

IAL

W R

IG

H T

ST

R

EE

T

BO

RDER PATRO

L

OLD

IR

ONSID

ES

DR.

OLD IRONSIDES DR.

AN

N

AJ

AF

C O

N S T

IT

U T

GEN. CLARKE ST.

IR

O

N

S

O L D

IE

Y

OLD IRONSIDES DR.

EXISTIN

G

W

ATER

R

ETEN

TIO

N

M

SG

R

M

SG

F.

M

AR

K

LE

(FO

U R

TH

STR

EET)

B O

LL

IN

G

ST

R

EE

T

B O

LL

IN

G

ST

R

EE

T

SSG

SIM

S

STR

EET

C

SM

SLEW

ITZK

E

STR

EET

(SIXTH

STR

EET)

C

SM

SLEW

ITZK

E

STR

EET

(SIXTH

STR

EET)

11132

11159

T11275

11274

13060

13062

13064

13066

13041

13043

13045

13047

13049

13051

13038

13040

13042

13044

13046

13048

13050

13003

13005

13007

13009

13011

13013

13015

13001

13002

13004

13006

13008

13010

13012

13014

13000

13018

13020

13022

13016

13019

13017

B

ER

G

STR

O M

ST.

C

ASTLE

C T.

11272

LU

K E

ST

11636

11638

11633

11634

11635

11648

11631

11630 11632

11640

11203

LU

K E

ST

R

EE

T

SG

T.

C

TH

O M

AS

STR

EET

SG

T.

E.

C H U R H

ILL

ST.

(FIR

ST

STR

EET)

11283

SH

O R T

ST

R

EE

T

OLD IRONSIDES DR.

OLD IRONSIDES DR.

OLD IRONSIDES DR.

SSG

SIM

S

STR

EET

11205

W

ILSO

N

P

AR

K

R D

W

ILSO

N

P

AR

K

R D

11167

11168

TORCH ST.

20600

OLD

IR

ONSID

ES

DR.

S E R

G E A

J

V D

R E G

U L A R S

S T

COLD WAR ST.

R

ETEN

TIO

N

POND

R

ETEN

TIO

N

P O N D

11135

R

ETEN

TIO

N

P O N D

C O

M M . M

A N

H O

L E S

11260

11262

11241

11261

11295

11263

11239

11146

R B

11204

11219

11171

11660

11663

11661

F

IR

E

TR

A

IN

IN

G

F A C

IL

ITY

T11625 R

AD

AR

R B

T O

N T E R

E

A

20505

20506

11600

AR

EA

B

IG

G S

AAF

TOWN CENTER

BIGGS AAF

11600 AREA

BIGGS AAF

TOWN CENTER

BIGGS AAF

B C T

B

IG

G S

AAF

BCT 3

FIRE BDE.

n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

S u b m it t e d b y

D e s c r ip t io n D a t e

A c t io n

S o l N o

C o n

R e reference

Sheet

A

B

C e n a m e

P lo t d a t e

P lo t s c a le

S y m b o l

US Army Corps of Engineers

C H

IE

F

G E

O T

E C

H N

IC

C T

IO

N

T r a c k

T

P

IT

E N

U E

Omaha District

B R

Y

F L

E R

E

P .E

O M

A H

A

N E

B R

A S

K A

U .S

A R

R

G

IN

E E

R S

O M

A

T R

IC

T

V O

L U

M E

EDGE OF EXISTING RUNWAY

EDGE OF EXISTING RUNWAY

B

C D

C D

B

C D

C D

D

C D

C D

D

C D

C D

SW WARM UP APRON

BAK 12/14 HUT TO REMAIN

BAK 12/14 HUT TO REMAIN

.6 9'

' 22.5'

(T Y

P

(TYP.)

25'

(T

Y P

(T

Y P

(T Y

P

(TYP.)

25'

(T Y

P

(TYP.)

25'

.2

C

C D

C D

M

CD203CD102

K

CD202CD102

K

CD202CD102

K

CD202CD102

K

CD202CD102

REMAIN (TYP.) - SEE NOTE 1

INTO EXSITNG PCC SLAB TO

INITIAL SAWCUT 3-INCHES

JOINT (TYP.) - SEE NOTE 1

INITIAL SAWCUT AT EXISTING

SEE NOTE 2 (TYP.)

REMAIN (TYP.) - SEE NOTE 1

INTO EXSITNG PCC SLAB TO

INITIAL SAWCUT 3-INCHES

REMAIN (TYP.) - SEE NOTE 1

INTO EXSITNG PCC SLAB TO

INITIAL SAWCUT 3-INCHES

TO REMAIN

EX. PCC

TO REMAIN

EX. ACC

AND BE RESEALED

EX. PCC TO REMAIN

CONCRETE BEAM TO REMAIN

EXISTING BAK 12/14

JOINT (TYP. ALL SIDES) - SEE NOTE 1

INITIAL SAWCUT AT EXISTING

FOUNDATION TO BE REMOVED

BAK 12/14 FAIRLEAD BEAM

FOUNDATION TO BE REMOVED

BAK 12/14 FAIRLEAD BEAM

RAMP TO BE REMOVED

BAK 12/14 SLOPED CONCRETE

RAMP TO BE REMOVED

BAK 12/14 SLOPED CONCRETE

TO BE REMOVED

AND FOUNDATIONS (9) (BURIED)

BAK 12/14 FAIRLEAD TUBE

TO BE REMOVED

AND FOUNDATIONS (9) (BURIED)

BAK 12/14 FAIRLEAD TUBE

SALVAGED AND REUSED

AND SPACER BEAMS TO BE

THREE SHEAVE FAIRLEAD BEAM

SALVAGED AND REUSED

AND SPACER BEAMS TO BE

THREE SHEAVE FAIRLEAD BEAM

DEPTH OF CONCRETE BOX IS 8'

PUMPS TO BE REMOVED (APPROX.

4' X 4' CONCRETE BOX AND SUMP

TO BE REMOVED

6" STORM DRAIN LINE

TO BE REMOVED

6" STORM DRAIN LINE

M

CD203CD102

108'

109'

.2

C

C D

C D

NOTES: LEGEND:

25" PCC

20" PCC

18" PCC

17" PCC

14.5" PCC

6" ACC TO BE MILLED

4" ACC TO BE MILLED

2" ACC TO BE MILLED

TO BE REMOVED

PAVEMENT MARKINGS

BURIED SLAB

32" PCC

SLAB

TRANSITION

17" - 20" PCC

SLIGHTLY FROM THOSE SHOWN.

EVALUATION REPORT, PAVEMENT CORINGS AND AS BUILTS. ACTUAL THICKNESSES MAY VARY

9. EXISTING PAVEMENT THICKNESSES ARE BASED ON A COMBINATION OF THE LATEST PAVEMENT

VOLUME 4 FOR BAK 12/14 AS-BUILTS.

SHOWN ON THE DRAWINGS. SEE VOLUME 2 FOR ADDITIONAL DEMOLITION REQUIREMENTS. SEE

8. THE CONTRACTOR SHALL REMOVE THE COMPONENTS OF THE EXISTING BAK 12/14 SYSTEM AS

ENTIRELY REMOVED AND REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE.

BE REMOVED, THAT ARE MARRED OR REMOVED BY THE CONTRACTOR'S OPERATIONS SHALL BE

7. EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA, OR INDICATED TO

6. SEE SHEETS ED101 THRU ED111 FOR THE ELECTRICAL DEMOLITION PLAN SHEETS.

PAVEMENT REPLACEMENT SECTIONS, RESPECTIVELY.

5. SEE SHEETS CD201 THRU CD203 AND SHEETS CP201 THRU CP204 FOR PAVEMENT REMOVAL AND

KEYED JOINTS.

ARE DOWELED CONSTRUCTION JOINTS. ALL OTHER LONGITUDINAL CONSTRUCTION JOINTS ARE

ASSUME THAT ALL LONGITUDINAL CONSTRUCTION JOINTS WITHIN 1000' OF EACH OF THE RUNWAY

TRANSVERSE CONTRACTION JOINTS IN FROM BOTH ENDS OF THE RUNWAY. CONTRACTOR SHALL

4. SMOOTH ROUND DOWELS 1-1/2" X 20" AT 18" ON CENTER HAVE BEEN PLACED IN THE LAST 3

REINFORCED WITH 0.05% STEEL DEFORMED BARS IN BOTH DIRECTIONS.

3. ALL EXISTING ODD-SHAPED SLABS AND SLABS WITH STRUCTURAL PENETRATIONS ARE

SPECFICATION SECTION 32 01 16.17 FOR MILLING REQUIREMENTS.

COMPACTED ON THE UNSURFACED AIRFIELD PERIMETER ROADS AS SHOWN ON SHEET CP100. SEE

SAWCUT. ALL ACC PAVEMENTS SHALL BE REMOVED BY MILLING. MILLED ACC SHALL BE PLACE AND

2. ALL ACC PAVEMENT REMOVALS SHALL BE INITIATED WITH A SINGLE FULL DEPTH, VERTICAL

SEE SHEET CD201, DOUBLE SAWCUT DETAIL FOR ADDITIONAL DETAILS.

1. PCC PAVEMENT REMOVAL SHALL BE INITIATED WITH A DOUBLE FULL DEPTH, VERTICAL SAWCUT.

ALLOWED.

(CLIN 009). PARTIAL PANEL REMOVAL AND REPLACEMENT SHALL NOT BE

LIMITS OF ALL ADDITONAL AREAS TO BE PATCHED. SEE CONTRACT LINE ITEM

REPRESENTATIVE SHALL IDENTIFY, AND THE CONTRACTOR SHALL MARK, THE

REQUIRING REMOVAL AND REPLACEMENT. THE CONTRACTING OFFICER'S

SHALL WALK THE ENTIRE PAVEMENT AREA TO IDENTIFY ANY ADDITIONAL AREAS

THICK. THE CONTRACTOR AND CONTRACTING OFFICER'S REPRESENTATIVE

THICKNESS OF THE PAVEMENT TO BE REMOVED AND REPLACED IS 20-INCHES

BE REMOVED AND REPLACED. THE CONTRACTOR SHALL ASSUME THAT THE

PAVEMENT, NOT SHOWN TO BE REMOVED AND REPLACED, WILL BE REQURIED TO

10 PANELS, APPROXIMATELY 6,250 SQUARE FEET (SF), OF EXISTING PCC

12. FOR BIDDING PURPOSES, THE CONTRACTOR SHALL ASSUME AN ADDITIONAL

THE CONTRACTOR AT NO COST TO THE GOVERNMENT.

RUNWAY CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED BY

EXISTING DAMAGES ON THE RUNWAY. ANY ADDITIONAL DAMAGE TO THE

PRECONSTRUCTION CONDITION SURVEY OF THE RUNWAY TO DOCUMENT THE

AND THE CONTRACTING OFFICER REPRESENTATIVE SHALL PERFORM A

11. PRIOR TO BEGINNING ANY DEMOLITION ON THE RUNWAY, THE CONTRACTOR

PAVEMENT REMOVAL REQUIREMENTS.

AREA. REFERENCE SPECIFICATION SECTION 02 41 00 DEMOLITION FOR

PAVEMENTS FROM ENTERING THE PAVEMENT REMOVAL AND REPLACEMENT

MANAGEMENT SHALL PREVENT STORM WATER FLOWING OVER EXISTING

DUST CONTROL; AND STORM WATER RUNOFF MANAGEMENT. STORM WATER

EQUIPMENT; PAVEMENT PROTECTION FOR EXISTING PAVEMENTS TO REMAIN;

PLAN. THE PLAN SHALL ADDRESS PAVEMENT REMOVAL METHODS AND

10. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL A PAVEMENT REMOVAL

A B C D E F G H I J K

KEY PLAN

SCALE: 1" = 1500'-0"

NN

P

F

IE

L D

:1

F O

IS

S

F

R

B M

G

M A

H

M

CD102

T

C D

.d g

T C

H L

IN

E A

R E

A C

M A

T C

H L

IN

E A

R E

A A

A R

SCALE: 1" = 50' - 0"

100'0 50'

R E

M O

V

A N

W

F

C

X X

X X

O

U R

A M

N E

R

V

IS

IO

N S

E

E

E

G

E

E

E

E

E E

E E

11404

11411

11405

11407

11408

11107

11175

11174

11172

11170

11173

11156

11116

D U N C

AN

ST

R

EE

T

D U N C

AN

ST

R

EE

T

11108

11115

T11117

11145

11176

11149

11151

11150

11152

11148

11153

11147

11144

11142

11141

11143

11162

11161

11189

11131

11121

11169

LU

K E

ST

R

EE

T

11133

11731 11729

11727

11268

11208

B

IG

G S

ST

R

EE

T

B

IG

G S

ST

R

EE

T

B

AR

K

SD

AL

E

ST

R

EE

T

M

SG

R

M

SG

R

SSG

SIM

S

STR

EET

P

AR

AD

E

FIELD

B

IG

G S

ST

R

EE

T

11331

11332

11291

11265

11266

11276

11290

11251

11236

11213

11284

11293

11292

11294

11210

11207

11211

B D E/

B N

H Q

LU

K E

ST

R

EE

T

LU

K E

ST

R

EE

T

W R

IG

H T

ST

R

EE

T

W R

IG

H T

ST

R

EE

T

SC

O

TT

ST

R

EE

T

P

AT

TE

R

SO

N

ST

R

EE

T

M

SG

R

M

SG

R

SSG

SIM

S

STR

EET

C

SM

E.

SLEW

ITZK

E

STR

EET

C

SM

E.

SLEW

ITZK

E

STR

EET

C

SM

E.

SLEW

ITZK

E

STR

EET

SER

G

EAN

T M

AJO

R

B O U

LEVAR

D

TS

N

G A R

FIR

E

STATIO

N

LVC

IA

AVC

ATT

M U

SEU

M

UPH

UPH

UPH

204th

SEC

U R

ITY

FO

R C E

TR

AIN

IN

G

C

EN

TER

204th

SF

TEM

F

204th

SF

STO

R

AG

E

SH

ED

FITN

ESS

C

EN

TER

FIR

E

STATIO

N

S

P

AR

AD

E

FIELD

SSG

SIM

S

STR

EET

B

IG

G S

ST

R

ESS

P

AD

TAC

TIC

AL

VEH

IC

LE

H

AN

G

AR

M

AIN

TEN

AN

C E

AIR

C R

G

AR

M

AIN

TEN

AN

C E

AIR

C R

AFT

ASLT

3-

8'X15' MOBILE SHOPS

YAR

D

M

EC

H

YARD

M

ECH.

H

AN

G

AR

S

M

AIN

TEN

AN

C E

AIR

C R

AFT

YAR

D

M

EC

H

FEN

C E

FEN

C E

11319

11320

11321

11285

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

POND

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

P A R K

IN

G

LO

T

C

SM

E.

SLEW

ITZK

E

STR

EET

P

AT

TE

R

SO

N

ST

R

EE

T

11281

11282

11240

11288

11289

11286

11287

STO

R

AG

E

O

IL/

H M

2' C C

C

C

4' C C

0' C C

5' C C

4' C C

7' C C

C

C

7' C C

8' C C

476' C-C

484' C-C

518' C-C

513' C-C 514' C-C

494' C-C 453' C-C

469' C-C

FEDERAL PRISON

OPERATIONS

COMPANY

UEPH #2

493' C C

490' C-C

B

B

B

B

11269

11270 11271

B

DIRT ROAD

5 116

15 116

F A C

IT

L

IT

Y

H A Z

M A T

S T O R

A

AVEL

R O

AD

DIRT ROAD

DIRT ROAD

DIRT ROAD

DIRT ROAD

DIRT ROAD

DI

RT

R

O

AD

DI

RT

R

O

AD

DI

RT

R

O

AD

DI

RT

R

O

AD

11250

IR

O

N

S

O L D

IE

Y

11199 C

EN

TEN

N

IAL

W R

IG

H T

ST

R

EE

T

BO

RDER PATRO

L

OLD

IR

ONSID

ES

DR.

OLD IRONSIDES DR.

AN

N

AJ

AF

C O

N S T

IT

U T

GEN. CLARKE ST.

IR

O

N

S

O L D

IE

Y

OLD IRONSIDES DR.

EXISTIN

G

W

ATER

R

ETEN

TIO

N

M

SG

R

M

SG

F.

M

AR

K

LE

(FO

U R

TH

STR

EET)

B O

LL

IN

G

ST

R

EE

T

B O

LL

IN

G

ST

R

EE

T

SSG

SIM

S

STR

EET

C

SM

SLEW

ITZK

E

STR

EET

(SIXTH

STR

EET)

C

SM

SLEW

ITZK

E

STR

EET

(SIXTH

STR

EET)

11132

11159

T11275

11274

13060

13062

13064

13066

13041

13043

13045

13047

13049

13051

13038

13040

13042

13044

13046

13048

13050

13003

13005

13007

13009

13011

13013

13015

13001

13002

13004

13006

13008

13010

13012

13014

13000

13018

13020

13022

13016

13019

13017

B

ER

G

STR

O M

ST.

C

ASTLE

C T.

11272

LU

K E

ST

11636

11638

11633

11634

11635

11648

11631

11630 11632

11640

11203

LU

K E

ST

R

EE

T

SG

T.

C

TH

O M

AS

STR

EET

SG

T.

E.

C H U R H

ILL

ST.

(FIR

ST

STR

EET)

11283

SH

O R T

ST

R

EE

T

OLD IRONSIDES DR.

OLD IRONSIDES DR.

OLD IRONSIDES DR.

SSG

SIM

S

STR

EET

11205

W

ILSO

N

P

AR

K

R D

W

ILSO

N

P

AR

K

R D

11167

11168

TORCH ST.

20600

OLD

IR

ONSID

ES

DR.

S E R

G E A

J

V D

R E G

U L A R S

S T

COLD WAR ST.

R

ETEN

TIO

N

POND

R

ETEN

TIO

N

P O N D

11135

R

ETEN

TIO

N

P O N D

C O

M M . M

A N

H O

L E S

11260

11262

11241

11261

11295

11263

11239

11146

R B

11204

11219

11171

11660

11663

11661

F

IR

E

TR

A

IN

IN

G

F A C

IL

ITY

T11625 R

AD

AR

R B

T O

N T E R

E

A

20505

20506

11600

AR

EA

B

IG

G S

AAF

TOWN CENTER

BIGGS AAF

11600 AREA

BIGGS AAF

TOWN CENTER

BIGGS AAF

B C T

B

IG

G S

AAF

n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

S u b m it t e d b y

D e s c r ip t io n D a t e

A c t io n

S o l N o

C o n

R e reference

Sheet

A

B

C e n a m e

P lo t d a t e

P lo t s c a le

S y m b o l

US Army Corps of Engineers

C H

IE

F

G E

O T

E C

H N

IC

C T

IO

N

T r a c k

T

P

IT

E N

U E

Omaha District

B R

Y

F L

E R

E

P .E

O M

A H

A

N E

B R

A S

K A

U .S

A R

R

G

IN

E E

R S

O M

A

T R

IC

T

V O

L U

M E

C P

C P

C P

C P

C P

C P

C P

C P

C P

C P

C P

SW WARM UP APRON

C P

C P

CP203CP102 CP203CP102

C P

C P

C P

CP102

CP102 CP102

CP102

CP102

CP102CP102

CP102

CP203CP203

CP203 CP203

CP203CP203

CP203 CP203

11.111.1

11.2 11.2

11.2 11.2

11.1 11.1

EDGE OF NEW PCC

EDGE OF NEW ACC SHOULDER

EDGE OF NEW PCC

EDGE OF NEW ACC SHOULDER

EDGE OF NEW PCC

CONCRETE BEAM

EXISTING BAK 12/14

12.5'

.5

12.5'

.5

BAK 12/14 CONSTRUCTION

SEE VOLUME 2 FOR NEW

BAK 12/14 CONSTRUCTION

SEE VOLUME 2 FOR NEW

NOTES: LEGEND:

RBC - RIGID BASE COURSE

ABC - AGGREGATE BASE COURSE

PCC - PORTLAND CEMENT CONCRETE

ACC - ASPHALT CEMENT CONCRETE1. SEE SHEETS CP201 THRU CP204 FOR PAVEMENT REPLACEMENT SECTIONS.

NEW 2" ACC / 6" ABC / 4" SUBBASE COURSE

NEW 3" ACC / 6" ABC / 12" SUBBASE COURSE

NEW 5" ACC / 6" ABC / 24" SUBBASE COURSE

NEW 14.5" PCC / 6" RBC

NEW 17" PCC / 6" RBC

NEW 20" PCC / 6" RBC

A B C D E F G H I J K

KEY PLAN

P

F

IE

L D

:1

F O

IS

S

F

R

B M

G

M A

H

M

CP102

T

C P

.d g

T C

H L

IN

E A

R E

A C

M A

T C

H L

IN

E A

R E

A A

A R

100'0 50'

P A

V

A N

W

F

C

X X

X X

O

U R

A M

N E

R

V

IS

IO

N S

R E S T

IN

G G

E A R B

U

ILD

IN

G

D

D

G

D E P T H = 2.9

3" P V C O

U T (T

O T

H E N

O R T H

D E P T H = 5.0

6" P V C O

U T (T

O T

H E S

O U T H

D E P T H = 4.4

6" P V C

IN

(F

R O

M N

O R T H E A S T

R

IM

E

LE

V . = 3909.57

S T O

R M D

R A

IN

M

A N

H O

LE

D E P T H = 6.0

24" C O

N C . P

IP

E

- IN

(F

R O

M S

O U T H E A S T

D E P T H = 6.0

30" C O

N C . P

IP

E

- IN

(F

R O

M S

O U T H

D E P T H = 6.5

36" C O

N C . P

IP

E

- O

U T (T

O T

H E W

E S T

R

IM

E

LE

V . = 3911.07

S T O

R M D

R A

IN

M

A N

H O

LE

IN

V E R T = 3908.00

2 - 6" S T E E L P

IP

E S

- IN

(F

R O

M T

H E S

O U T H E A S T

D E P T H = U

N K N

O W

N

42" C O

N C . P

IP

E (T

H R

O U

G H

R

IM

E

LE

V . = 3909.20

S T O

R M D

R A

IN

C

A T C

H B

A

G

B G 15-01

B G 15-03

B G 15-02

B G 15-04

D E P T H = 2.45

6" P V C O

U T (T

O T

H E N

O R T H

D E P T H = 2.45

6" P V C

IN

(F

R O

M S

O U T H

R

IM

E

LE

V . = 3917.94

S T O

R M D

R A

IN

M

A N

H

LE

15-05

B

15-06

15-07

11404

11411

11405

11407

11408

11107

11175

11174

11172

11170

11173

11156

11116

D U N C

AN

ST

R

EE

T

D U N C

AN

ST

R

EE

T

11108

11115

T11117

11145

11176

11149

11151

11150

11152

11148

11153

11147

11144

11142

11141

11143

11162

11161

11189

11131

11121

11169

LU

K E

ST

R

EE

T

11133

11731 11729

11727

11268

11208

B

IG

G S

ST

R

EE

T

B

IG

G S

ST

R

EE

T

B

AR

K

SD

AL

E

ST

R

EE

T

M

SG

R

M

SG

R

SSG

SIM

S

STR

EET

P

AR

AD

E

FIELD

B

IG

G S

ST

R

EE

T

11331

11332

11291

11265

11266

11276

11290

11251

11236

11213

11284

11293

11292

11294

11210

11207

11211

B D E/

B N

H Q

LU

K E

ST

R

EE

T

LU

K E

ST

R

EE

T

W R

IG

H T

ST

R

EE

T

W R

IG

H T

ST

R

EE

T

SC

O

TT

ST

R

EE

T

P

AT

TE

R

SO

N

ST

R

EE

T

M

SG

R

M

SG

R

SSG

SIM

S

STR

EET

C

SM

E.

SLEW

ITZK

E

STR

EET

C

SM

E.

SLEW

ITZK

E

STR

EET

C

SM

E.

SLEW

ITZK

E

STR

EET

SER

G

EAN

T M

AJO

R

B O U

LEVAR

D

TS

N

G A R

FIR

E

STATIO

N

LVC

IA

AVC

ATT

M U

SEU

M

UPH

UPH

UPH

204th

SEC

U R

ITY

FO

R C E

TR

AIN

IN

G

C

EN

TER

204th

SF

TEM

F

204th

SF

STO

R

AG

E

SH

ED

FITN

ESS

C

EN

TER

FIR

E

STATIO

N

S

P

AR

AD

E

FIELD

SSG

SIM

S

STR

EET

B

IG

G S

ST

R

ESS

P

AD

TAC

TIC

AL

VEH

IC

LE

H

AN

G

AR

M

AIN

TEN

AN

C E

AIR

C R

G

AR

M

AIN

TEN

AN

C E

AIR

C R

AFT

ASLT

3-

8'X15' MOBILE SHOPS

YAR

D

M

EC

H

YARD

M

ECH.

H

AN

G

AR

S

M

AIN

TEN

AN

C E

AIR

C R

AFT

YAR

D

M

EC

H

FEN

C E

FEN

C E

11319

11320

11321

11285

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

POND

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

P A R K

IN

G

LO

T

C

SM

E.

SLEW

ITZK

E

STR

EET

P

AT

TE

R

SO

N

ST

R

EE

T

11281

11282

11240

11288

11289

11286

11287

STO

R

AG

E

O

IL/

H M

2' C C

C

C

4' C C

0' C C

5' C C

4' C C

7' C C

C

C

7' C C

8' C C

476' C-C

484' C-C

518' C-C

513' C-C 514' C-C

494' C-C 453' C-C

469' C-C

FEDERAL PRISON

OPERATIONS

COMPANY

UEPH #2

493' C C

490' C-C

B

B

B

B

11269

11270 11271

B

DIRT ROAD

5 116

15 116

F A C

IT

L

IT

Y

H A Z

M A T

S T O R

A

AVEL

R O

AD

DIRT ROAD

DIRT ROAD

DIRT ROAD

DIRT ROAD

DIRT ROAD

DI

RT

R

O

AD

DI

RT

R

O

AD

DI

RT

R

O

AD

DI

RT

R

O

AD

11250

IR

O

N

S

O L D

IE

Y

11199 C

EN

TEN

N

IAL

W R

IG

H T

ST

R

EE

T

BO

RDER PATRO

L

OLD

IR

ONSID

ES

DR.

OLD IRONSIDES DR.

AN

N

AJ

AF

C O

N S T

IT

U T

GEN. CLARKE ST.

IR

O

N

S

O L D

IE

Y

OLD IRONSIDES DR.

EXISTIN

G

W

ATER

R

ETEN

TIO

N

M

SG

R

M

SG

F.

M

AR

K

LE

(FO

U R

TH

STR

EET)

B O

LL

IN

G

ST

R

EE

T

B O

LL

IN

G

ST

R

EE

T

SSG

SIM

S

STR

EET

C

SM

SLEW

ITZK

E

STR

EET

(SIXTH

STR

EET)

C

SM

SLEW

ITZK

E

STR

EET

(SIXTH

STR

EET)

11132

11159

T11275

11274

13060

13062

13064

13066

13041

13043

13045

13047

13049

13051

13038

13040

13042

13044

13046

13048

13050

13003

13005

13007

13009

13011

13013

13015

13001

13002

13004

13006

13008

13010

13012

13014

13000

13018

13020

13022

13016

13019

13017

B

ER

G

STR

O M

ST.

C

ASTLE

C T.

11272

LU

K E

ST

11636

11638

11633

11634

11635

11648

11631

11630 11632

11640

11203

LU

K E

ST

R

EE

T

SG

T.

C

TH

O M

AS

STR

EET

SG

T.

E.

C H U R H

ILL

ST.

(FIR

ST

STR

EET)

11283

SH

O R T

ST

R

EE

T

OLD IRONSIDES DR.

OLD IRONSIDES DR.

OLD IRONSIDES DR.

SSG

SIM

S

STR

EET

11205

W

ILSO

N

P

AR

K

R D

W

ILSO

N

P

AR

K

R D

11167

11168

TORCH ST.

20600

OLD

IR

ONSID

ES

DR.

S E R

G E A

J

V D

R E G

U L A R S

S T

COLD WAR ST.

R

ETEN

TIO

N

POND

R

ETEN

TIO

N

P O N D

11135

R

ETEN

TIO

N

P O N D

C O

M M . M

A N

H O

L E S

11260

11262

11241

11261

11295

11263

11239

11146

R B

11204

11219

11171

11660

11663

11661

F

IR

E

TR

A

IN

IN

G

F A C

IL

ITY

T11625 R

AD

AR

R B

T O

N T E R

E

A

20505

20506

11600

AR

EA

B

IG

G S

AAF

TOWN CENTER

BIGGS AAF

11600 AREA

BIGGS AAF

TOWN CENTER

BIGGS AAF

B C T

B

IG

G S

AAF

BCT 3

FIRE BDE.

TWY CHARLIE

TWY DELTA

T R

A N S

IE

N T

A

LE

R T R

A M P

T W

Y E

C H

O

T W

Y G

U

LF

M A

IN

P

A R

K

IN

G R

A M P

H O T E L S O

U T H

T W

Y J

U N E

T W

Y K

IL

O

T W

Y F

O X T R

O T

W E S T H

E

LO

P

A D

C E N T E R H

E

LO

P

A D

E A S T H

E

LO

P

A D

N O

R T H P

R K G

A P R

O N W

E S T

N O

R T H P

R K G

A P R

O N E

A S T

T W

Y H

O T E

L N

O R

T H

HOT CARGO

RAMP

T W

Y L

IM

A

C

LO

S E D T

W Y T 4D

U P

TWY MIKE

T W

Y N

O V

E M

B E

R

N E W

A R

M U

P A

P R

O N

H A

M M

E R

H E

A

RUNWAY 3-21

n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

S u b m it t e d b y

D e s c r ip t io n D a t e

A c t io n

S o l N o

C o n

R e reference

Sheet

A

B

C e n a m e

P lo t d a t e

P lo t s c a le

S y m b o l

US Army Corps of Engineers

C H

IE

F

G E

O T

E C

H N

IC

C T

IO

N

T r a c k

T

P

IT

E N

U E

Omaha District

B R

Y

F L

E R

E

P .E

O M

A H

A

N E

B R

A S

K A

U .S

A R

R

G

IN

E E

R S

O M

A

T R

IC

T

V O

L U

M E

-5

-1 .0

0P I

5' (TYP.)

.2

5' (TYP.)

SW WARM UP APRON

TAXIWAY DELTA

TAXIWAY CHARLIE

R N

W Y S

T A .2

R N

W Y S

T A .0

R N

W Y S

T A .9

5' (TYP.)

5' (TYP.)

5' (TYP.)

SEE NOTE 3

BAK 12/14 CONCRETE BEAM

5' (TYP.)

5' (TYP.)

5' (TYP.)

5' (TYP.)

T A X

IW

A Y H

O T E L

T A

X

IW

A Y H

O T E

L

A B C D E F G H I J K

KEY PLAN

SCALE: 1" = 1500'-0"

NN

1/4" ± 1/16" 1/4" ± 1/16"

1.5 "

CENTER TO CENTER

NOTES: LEGEND:

SAW CUT GROOVING

PCC

NEW AND EXISTING PCC PAVEMENT TO BE GROOVED

3. DO NOT GROOVE WITHIN 10' OF THE BAK 12/14 CONCRETE BEAM.

THE TRANSVERSE JOINT OF THE SUBDIVIDED PANELS .

2. DO NOT GROOVE WITHIN 6" OF ANY TRANSVERSE PCC JOINT, INCLUDING

1. CONTRACTOR SHALL GROOVE THROUGH THE RUNWAY CENTERLINE JOINT.

P

F

IE

L D

:1

F O

IS

S

F

R

B M

G

M A

H

M

T C

H L

IN

E A -A S

E E T

H

IS

S

H E

E T

M A

T C

H L

IN

E A -A S

E E T

H

IS

S

H E

E T

CP151

F T

C P

.d g n

NN

200'0 100'

SCALE: 1" = 100' - 0"

U

N W

O O

V

A N

M A

T C

H L

IN

E B -B S

E E S

H E

E T C

P

S H

E

F

W

F

C

X X

X X

A M

N E

R

V

IS

IO

N S

O

U R n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

S u b m it t e d b y

D e s c r ip t io n D a t e

A c t io n

S o l N o

C o n

R e reference

Sheet

A

B

C e n a m e

P lo t d a t e

P lo t s c a le

S y m b o l

US Army Corps of Engineers

C H

IE

F

G E

O T

E C

H N

IC

C T

IO

N

T r a c k

T

P

IT

E N

U E

Omaha District

B R

Y

F L

E R

E

P .E

O M

A H

A

N E

B R

A S

K A

U .S

A R

R

G

IN

E E

R S

O M

A

T R

IC

T

V O

L U

M E

LEGEND:

PORTLAND CEMENT CONCRETE

ASPHALT CEMENT CONCRETE

AGGREGATE BASE COURSE

PCC

ACC

ABC

RBC RIGID BASE COURSE

NOT TO SCALE

RUNWAY REPLACEMENT SECTION 1

CP201

CP102

CP101

LC

RUNWAY

19'7 @ 18.75' = 131.25'4 @ 18.75' = 75'

225.25'25'

PCC

NEW

EXISTING PCC TO REMAIN

NEW 2" ACC

NEW 6" ABC

OR ACC REMOVALS

LIMITS OF PCC AND/

NEW 6" RBC

NEW 6" RBC

PCC

NEW

SLOPE VARIES

SLOPE VARIES

P

C C

RE-COMPACTED (TYP.)

TO BE SCARIFIED AND

EXISTING SUBGRADE

RE-COMPACTED (TYP.)

TO BE SCARIFIED AND

EXISTING SUBGRADE

2' (TYP.)

1.5" DROP (TYP.)

NEW COMPACTED BACKFILL

MATCH EXISTING GRADE

JOINT (TYP.)

CONSTRUCTION

NEW DOWELED

LC

RUNWAY

NEW COMPACTED BACKFILL

OR ACC REMOVALS

LIMITS OF PCC AND/

NEW 2" ACC

NEW 6" ABC

1.5" DROP (TYP.)

25'

NEW COMPACTED BACKFILL

150' 25'

4 @ 18.75' = 75'4 @ 18.75' = 75' 2' (TYP.)

TO REMAIN

EXISTING ABC

TO REMAIN

EXISTING ABC

NEW 2" ACC

NEW 6" ABC

1.5" DROP (TYP.)

SLOPE = 0.75%

SLOPE = 0.75%

SLOPE VARIES

SLOPE VARIES

SLOPE = 1.00%

NEW 6" RBC

NEW 6" RBC

JOINT (TYP.)

CONSTRUCTION

NEW DOWELED

PCC

NEW

PCC

NEW

FINISH GRADE

EXISTING GRADE

NOT TO SCALE

RUNWAY REPLACEMENT SECTION 2

CP201

LC

RUNWAY

SLOPE = 1.00%

JOINT (TYP.)

CONSTRUCTION

NEW DOWELED

JOINT (TYP.)

CONSTRUCTION

NEW DOWELED

EX. ABC

NEW 2" ACC

NEW 6" ABC

SLOPE = 1.00% VARIES

1.5" DROP (TYP.)

FINISH GRADE

EXISTING GRADE

LIMITS OF ACC REMOVAL

EXISTING GRADE

FINISH GRADE

NEW 2" ACC

NEW 6" ABC

NEW 6" RBC

NEW 6" RBC

5'5'

5' 5'

2' (TYP.)

2' (TYP.)

NOT TO SCALE

RUNWAY REPLACEMENT SECTION 3

CP201

JOINT (TYP.)

CONSTRUCTION

NEW DOWELED

JOINT (TYP.)

CONSTRUCTION

NEW DOWELED

PCC

NEW

SLOPE = 1.00%

SLOPE = 1.00%

SLOPE = 1.00%

SLOPE = 1.00%

VARIES

VARIES

PCC

NEW 1

5' 5'

5'5'

EX. ABC

FINISH GRADE

EXISTING GRADE

EXISTING GRADE

FINISH GRADE

EX. ABC

LC

RUNWAY25.25'25'

25'25.25'

NEW 6" RBC

NEW 6" RBC

NEW 2" ACC

NEW 6" ABC

1.5" DROP (TYP.)

1.5" DROP (TYP.)

NEW 2" ACC

NEW 6" ABC

LIMITS OF ACC REMOVAL

LIMITS OF ACC REMOVAL

NEW COMPACTED BACKFILL

2' (TYP.)

2' (TYP.)

NOT TO SCALE

RUNWAY REPLACEMENT SECTION 4

CP201

CP102

CP102

CP105 CP109

CP104 CP108

CP103 CP107

CP102 CP106

NEW 4" (MIN) SUBBASE COURSE

NEW 4" (MIN) SUBBASE COURSE

NEW 4" (MIN) SUBBASE COURSE

NEW 4" (MIN) SUBBASE COURSE

NEW 12" (MIN) SUBBASE COURSE

SLOPE VARIES

WIDTH VARIES

SLOPE VARIES

5'

5'

NEW SHOULDER NEW SHOULDER

NEW SHOULDER

NEW SHOULDER NEW SHOULDER

NEW SHOULDER

NEW SHOULDER

NEW PRIME COAT (TYP.)

NEW BUTT JOINT

NEW TACK COAT

EXPANSION JOINT

NEW THICKENED EDGE

NEW PRIME COAT (TYP.)

NEW BUTT JOINT

NEW TACK COAT

NEW PRIME COAT (TYP.)

NEW 12" (MIN) SUBBASE COURSE

NEW 12" (MIN) SUBBASE COURSE

5'

PCC

NEW

(TYP.)

COAT

NEW TACK

BUTT JOINT

NEW

COAT (TYP.)

NEW TACK

NEW PRIME COAT (TYP.)

NEW PRIME COAT (TYP.)

RE-COMPACTED (TYP.)

TO BE SCARIFIED AND

EXISTING SUBGRADE

RE-COMPACTED (TYP.)

TO BE SCARIFIED AND

EXISTING SUBGRADE

RE-COMPACTED (TYP.)

TO BE SCARIFIED AND

EXISTING SUBGRADE

RE-COMPACTED (TYP.)

TO BE SCARIFIED AND

EXISTING SUBGRADE

RE-COMPACTED (TYP.)

TO BE SCARIFIED AND

EXISTING SUBGRADE

RE-COMPACTED (TYP.)

TO BE SCARIFIED AND

EXISTING SUBGRADE

(TYP.)

COAT

NEW TACK

BUTT JOINT

NEW

NEW PRIME COAT (TYP.)

NEW PRIME COAT (TYP.)

COAT (TYP.)

NEW TACK

JOINT

NEW BUTT

JOINT

NEW BUTT

VARIES

SLABS TO BE QUARTERED AND REINFORCED.

SEE SHEETS CP401 THRU CP410 FOR LOCATIONS OF NEW PCC

SHOWN ON PAVEMENT REPLACEMENT SECTIONS FOR CLARITY.

5. REINFORCEMENT AND QUARTERING OF NEW PCC SLABS NOT

SECTION 31 00 00 EARTHWORK.

WHERE APPLICABLE, IN ACCORDANCE WITH SPECIFICATION

4. SCARIFY AND RECOMPACT TOP 6" OF EXISTING SUBGRADE,

WHERE APPLICABLE.

COURSE FOR RIGID AND SUBBASE FOR FLEXIBLE PAVEMENT,

ACCORDANCE WITH SPECIFICATION SECTION 32 11 16 BASE

COURSE OR TOP 6" OF EXISTING SUBBASE COURSE IN

3. SCARIFY AND RECOMPACT TOP 6" OF EXISTING RIGID BASE

COMPACT RIGID BASE COURSE MATERIAL .

THAN THE EXISTING PAVEMENT REMOVED, PLACE AND

2. IN AREAS WHERE THE NEW PAVEMENT THICKNESS IS LESS

PCC PAVEMENT.

EXISTING MATERIAL AS NECESSARY TO CONSTRUCT THE NEW

GREATER THAN THE EXISTING PAVEMENT REMOVED, REMOVE

1. IN AREAS WHERE THE NEW PAVEMENT THICKNESS IS

NOTES:

**EX. PCC

LOCATIONS OF RANDOM SLABS TO BE REMOVED AND REPLACED.

**SEE REMOVAL PLAN AND PAVING PLAN SHEETS FOR

LOCATIONS OF RANDOM SLABS TO BE REMOVED AND REPLACED.

**SEE REMOVAL PLAN AND PAVING PLAN SHEETS FOR

25'4 @ 18.75' = 75'4 @ 18.75' = 75'25'

P

F

IE

L D

:1

F O

IS

S

F

R

B M

G

M A

H

M

V E

M E

P L

A C

E M

E

C T

IO

CP201

T

C P

.d g n

S H

E

F

A M

N E

R

V

IS

IO

N S

O

U R

W

F

C

X X

X X

GG

11404

11411

11405

11407

11408

11107

11175

11174

11172

11170

11173

11156

11116

D U N C

AN

ST

R

EE

T

D U N C

AN

ST

R

EE

T

11108

11115

T11117

11145

11176

11149

11151

11150

11152

11148

11153

11147

11144

11142

11141

11143

11162

11161

11189

11131

11121

11169

LU

K E

ST

R

EE

T

11133

11731 11729

11727

11268

11208

B

IG

G S

ST

R

EE

T

B

IG

G S

ST

R

EE

T

B

AR

K

SD

AL

E

ST

R

EE

T

M

SG

R

M

SG

R

SSG

SIM

S

STR

EET

P

AR

AD

E

FIELD

B

IG

G S

ST

R

EE

T

11331

11332

11291

11265

11266

11276

11290

11251

11236

11213

11284

11293

11292

11294

11210

11207

11211

B D E/

B N

H Q

LU

K E

ST

R

EE

T

LU

K E

ST

R

EE

T

W R

IG

H T

ST

R

EE

T

W R

IG

H T

ST

R

EE

T

SC

O

TT

ST

R

EE

T

P

AT

TE

R

SO

N

ST

R

EE

T

M

SG

R

M

SG

R

SSG

SIM

S

STR

EET

C

SM

E.

SLEW

ITZK

E

STR

EET

C

SM

E.

SLEW

ITZK

E

STR

EET

C

SM

E.

SLEW

ITZK

E

STR

EET

SER

G

EAN

T M

AJO

R

B O U

LEVAR

D

TS

N

G A R

FIR

E

STATIO

N

LVC

IA

AVC

ATT

M U

SEU

M

UPH

UPH

UPH

204th

SEC

U R

ITY

FO

R C E

TR

AIN

IN

G

C

EN

TER

204th

SF

TEM

F

204th

SF

STO

R

AG

E

SH

ED

FITN

ESS

C

EN

TER

FIR

E

STATIO

N

S

P

AR

AD

E

FIELD

SSG

SIM

S

STR

EET

B

IG

G S

ST

R

ESS

P

AD

TAC

TIC

AL

VEH

IC

LE

H

AN

G

AR

M

AIN

TEN

AN

C E

AIR

C R

G

AR

M

AIN

TEN

AN

C E

AIR

C R

AFT

ASLT

3-

8'X15' MOBILE SHOPS

YAR

D

M

EC

H

YARD

M

ECH.

H

AN

G

AR

S

M

AIN

TEN

AN

C E

AIR

C R

AFT

YAR

D

M

EC

H

FEN

C E

FEN

C E

11319

11320

11321

11285

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

POND

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

P A R K

IN

G

LO

T

C

SM

E.

SLEW

ITZK

E

STR

EET

P

AT

TE

R

SO

N

ST

R

EE

T

11281

11282

11240

11288

11289

11286

11287

STO

R

AG

E

O

IL/

H M

2' C C

C

C

4' C C

0' C C

5' C C

4' C C

7' C C

C

C

7' C C

8' C C

476' C-C

484' C-C

518' C-C

513' C-C 514' C-C

494' C-C 453' C-C

469' C-C

FEDERAL PRISON

OPERATIONS

COMPANY

UEPH #2

493' C C

490' C-C

B

B

B

B

11269

11270 11271

B

DIRT ROAD

5 116

15 116

F A C

IT

L

IT

Y

H A Z

M A T

S T O R

A

AVEL

R O

AD

DIRT ROAD

DIRT ROAD

DIRT ROAD

DIRT ROAD

DIRT ROAD

DI

RT

R

O

AD

DI

RT

R

O

AD

DI

RT

R

O

AD

DI

RT

R

O

AD

11250

IR

O

N

S

O L D

IE

Y

11199 C

EN

TEN

N

IAL

W R

IG

H T

ST

R

EE

T

BO

RDER PATRO

L

OLD

IR

ONSID

ES

DR.

OLD IRONSIDES DR.

AN

N

AJ

AF

C O

N S T

IT

U T

GEN. CLARKE ST.

IR

O

N

S

O L D

IE

Y

OLD IRONSIDES DR.

EXISTIN

G

W

ATER

R

ETEN

TIO

N

M

SG

R

M

SG

F.

M

AR

K

LE

(FO

U R

TH

STR

EET)

B O

LL

IN

G

ST

R

EE

T

B O

LL

IN

G

ST

R

EE

T

SSG

SIM

S

STR

EET

C

SM

SLEW

ITZK

E

STR

EET

(SIXTH

STR

EET)

C

SM

SLEW

ITZK

E

STR

EET

(SIXTH

STR

EET)

11132

11159

T11275

11274

13060

13062

13064

13066

13041

13043

13045

13047

13049

13051

13038

13040

13042

13044

13046

13048

13050

13003

13005

13007

13009

13011

13013

13015

13001

13002

13004

13006

13008

13010

13012

13014

13000

13018

13020

13022

13016

13019

13017

B

ER

G

STR

O M

ST.

C

ASTLE

C T.

11272

LU

K E

ST

11636

11638

11633

11634

11635

11648

11631

11630 11632

11640

11203

LU

K E

ST

R

EE

T

SG

T.

C

TH

O M

AS

STR

EET

SG

T.

E.

C H U R H

ILL

ST.

(FIR

ST

STR

EET)

11283

SH

O R T

ST

R

EE

T

OLD IRONSIDES DR.

OLD IRONSIDES DR.

OLD IRONSIDES DR.

SSG

SIM

S

STR

EET

11205

W

ILSO

N

P

AR

K

R D

W

ILSO

N

P

AR

K

R D

11167

11168

TORCH ST.

20600

OLD

IR

ONSID

ES

DR.

S E R

G E A

J

V D

R E G

U L A R S

S T

COLD WAR ST.

R

ETEN

TIO

N

POND

R

ETEN

TIO

N

P O N D

11135

R

ETEN

TIO

N

P O N D

C O

M M . M

A N

H O

L E S

11260

11262

11241

11261

11295

11263

11239

11146

R B

11204

11219

11171

11660

11663

11661

F

IR

E

TR

A

IN

IN

G

F A C

IL

ITY

T11625 R

AD

AR

R B

T O

N T E R

E

A

20505

20506

11600

AR

EA

B

IG

G S

AAF

TOWN CENTER

BIGGS AAF

11600 AREA

BIGGS AAF

TOWN CENTER

BIGGS AAF

B C T

B

IG

G S

AAF

n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

S u b m it t e d b y

D e s c r ip t io n D a t e

A c t io n

S o l N o

C o n

R e reference

Sheet

A

B

C e n a m e

P lo t d a t e

P lo t s c a le

S y m b o l

US Army Corps of Engineers

C H

IE

F

G E

O T

E C

H N

IC

C T

IO

N

T r a c k

T

P

IT

E N

U E

Omaha District

B R

Y

F L

E R

E

P .E

O M

A H

A

N E

B R

A S

K A

U .S

A R

R

G

IN

E E

R S

O M

A

T R

IC

T

V O

L U

M E

B

D

D

B

B

D

D

B

B

B

D

D

D

D

D

D

D

D

D

D

D

B

D

D

D

D

D

D

D

C C C C C C C C C C C C C C C C C C C C

C C C C C C C C C C

C C C C

D D D

D

D

D

D

D

D

B

C C C C C C C C C C C C C C C C C C C C C C C C C C C

E E

E E

CC CC CC CC CC CC CC CC CC CC CC CC CC C

W

W

W

W

W

W

W

WW

W W

W

W

WW

W W

W

W

WW

W W

W

W

W

W

W

W

WWWW

WWW W

WWWW

WWW W

WWWW

WWW W

WWWW

WWW

R

R

R

R

R R

RR

R

C C

B

C D C

D C

D C C C

D

R

R R

R

R

R R

R

R

E E

WWWWWWW

W W W

D

DD

D

C D

DCCCC

C C

CC

E E

D

B

E

B

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

WW

D

D

D

D

D

D

D

.7

.2

.2

50 @ 20' = 1000'

SW WARM UP APRON

LOCATIONS EXACTLY (TYP.)

MATCH EXISTING JOINT

LOCATIONS EXACTLY (TYP.)

MATCH EXISTING JOINT

LOCATIONS EXACTLY (TYP.)

MATCH EXISTING JOINT

.7

.2

.7

122'R

(T Y

P

(TYP.)

25'

.7

(T Y

P

(TYP.)

25'

CONCRETE BEAM

EXISTING BAK 12/14

36 @ 25' = 900'20'

37 @ 25' = 925'2 @ 25' = 50'29 @ 25' = 725'20'

3' T Y P

3' (TYP.)

9 @ 25' = 225''15 @ 20' = 300'

5 @ 25' = 125' 2 @ 25' = 50' 2 @ 25' = 50'

NOTES:

D DOWELED CONSTRUCTION JOINT

C

TD

LEGEND:

T.E. - DENOTES THICKENED EDGE

DOWELED SAWED CONTRACTION JOINT

B BUTT JOINT

E T.E. EXPANSION JOINT

PRIMARY SAWED CONTRACTION JOINT

R

W

REINFORCED SLAB - SEE NOTE 3

SEMI-FLUSH RUNWAY EDGE LIGHT

T.E. BUTT JOINTT

(DELINEATES PHASING LIMITS)

DOWELED THICKENED EDGE JOINT

REINFORCED SLAB - SEE NOTE 4

ROUTED AND SEALED.

8. SEE SHEETS CT101 THRU CT120 FOR LOCATIONS OF ALL EXSITING JOINTS TO BE

SHOWN TO BE 25'.

MATCH THE EXISITNG JOINTS AT ALL LOCATIONS WHERE THE NEW JOINTS ARE

7. ALL EXISTING JOINTS ON THE RUNWAY ARE 25' + 0.25' THE CONTRACTOR SHALL

LOCATIONS WHERE THE NEW ACC ABUTS NEW OR EXISTING PCC.

6. THE PCC-ACC JOINT DETAIL SHOWN ON SHEET CP501 SHALL BE USED AT ALL

JOINT SEALANT.

SEALANT. ALL NEW PCC TO NEW ACC JOINTS SHALL BE SEALED WITH POURED

WITHIN THE QUARTERED PANELS, SHALL BE SEALED WITH PREFORMED JOINT

5. ALL NEW PCC JOINTS, INCLUDING NEW INTERIOR SAWED CONTRACTION JOINTS

CONTRACTION JOINTS NOT SHOWN ON PLAN VIEW.

CP504 FOR OVERSIZED PANEL REINFORCEMENT DETAILS. FOR CLARITY, INTERIOR

4. ENTIRE SLAB SHALL BE REINFORCED AND SAWCUT INTO QUARTERS. SEE SHEET

DETAILS.

3. ENTIRE SLAB SHALL BE REINFORCED. SEE SHEET CP503 FOR REINFORCEMENT

2. SEE SHEET CP502 FOR JOINT SEALANT DETAILS.

1. SEE SHEET CP501 FOR JOINT DETAILS.

A B C D E F G H I J K

KEY PLAN

P

F

IE

L D

:1

F O

IS

S

F

R

B M

G

M A

H

M

CP402

T

C P

.d g

T C

H L

IN

E A

R E

A C

M A

T C

H L

IN

E A

R E

A A

A R

100'0 50'

J O

Y O

U

A N

W

F

C

X X

X X

A M

N E

R

V

IS

IO

N S

O

U R

2 2 2 n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

S u b m it t e d b y

D e s c r ip t io n D a t e

A c t io n

S o l N o

C o n

R e reference

Sheet

A

B

C e n a m e

P lo t d a t e

P lo t s c a le

S y m b o l

US Army Corps of Engineers

C H

IE

F

G E

O T

E C

H N

IC

C T

IO

N

T r a c k

T

P

IT

E N

U E

Omaha District

B R

Y

F L

E R

E

P .E

O M

A H

A

N E

B R

A S

K A

U .S

A R

R

G

IN

E E

R S

O M

A

T R

IC

T

V O

L U

M E

TABLE 1

A

B d 1.

3.

NOTE:

NOTES:

4.

2.

A

REINFORCING STEEL IS NOT CARRIED THROUGH JOINT.

SLABS TO BE REINFORCED ARE MARKED WITH R ON THE JOINT LAYOUT

SHEETS.

NOT TO SCALE

DETAIL OF SLAB REINFORCEMENT

NOTE:

NOT TO SCALE

SECTION

BSECTION

NOT TO SCALE

DETAIL FOR TERMINATION OF STEEL JOINT

LENGTH OF SLAB

LONGITUDINAL CONSTRUCTION JOINT3"

W

ID

T H O

F S

L A

B

LAP

TRANSVERSE CONTRACTION JOINT

d h

TRANSVERSE CONTRACTION JOINT

3"

D-DENOTES DOWEL DIAMETER

3"

LAP

LONGITUDINAL CONSTRUCTION JOINT

DOWEL

D-DENOTES DOWEL DIAMETER

STEEL

REINFORCING

STEEL

REINFORCING

REINFORCING STEEL

DOWELED JOINT

LENGTH OF LAP

3" h d

1" d h d h

+1" d h

D d h

BAR MAT - 24 BAR DIAMETERS

LAP SPACING :

BAR MAT

TRANSVERSE BAR DIAMETER

L O

N G

IT

U D

IN

A L B

A R S

P A

C

IN

G

O U

T S

ID

E L

O N

G

IT

U D

IN

A L B

A R

S C T

O C

ID

T H O

F M

LENGTH OF MAT

LONGITUDINAL BAR DIAMETER

TRANSVERSE BAR SPACING

DETAIL OF BAR MAT

BAR MAT - 24 BAR DIAMETERS

LAP SPACING :

SPACING IN REINFORCING MAT

MAXIMUM SPACING = ONE-HALF OF BAR

h DENOTES REINFORCED CONCRETE PAVEMENT DESIGN THICKNESS.

17" 20"14.5"

REINFORCEMENT DETAILS ON THIS SHEET CORRESPOND TO THOSE SLABS5.

PAVEMENT THICKNESS

THRU CP410.

MARKED WITH "R" ON THE JOINT LAYOUT PLAN SHEETS, SHEETS CP401

REBAR SIZE

REINFORCING TO BE AS SHOWN IN TABLE 1 IN EACH DIRECTION. MAXIMUM

BAR SPACING SHALL NOT EXCEED 12 INCHES

#3#3 #4

P

F

IE

L D

:1

F O

IS

S

F

R

B M

G

M A

H

M

CP503

T

C P

.d

IN

F O

R C

E M

E

T A

IL

F

C

X X

X X

A M

N E

R

V

IS

IO

N S

O

U R n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

S u b m it t e d b y

D e s c r ip t io n D a t e

A c t io n

S o l N o

C o n

R e reference

Sheet

A

B

C e n a m e

P lo t d a t e

P lo t s c a le

S y m b o l

US Army Corps of Engineers

C H

IE

F

G E

O T

E C

H N

IC

C T

IO

N

T r a c k

T

P

IT

E N

U E

Omaha District

B R

Y

F L

E R

E

P .E

O M

A H

A

N E

B R

A S

K A

U .S

A R

R

G

IN

E E

R S

O M

A

T R

IC

T

V O

L U

M E

MATCH EXISTING JOINTS

N E

W S

L A

B S

A

B

EXISTING SLABS

.5

~25'

A

H /4

~ 25'

2"-3" (TYP.) 5"-7"

H

12" (TYP.)

4"-6" (TYP.)

B

H /4

2"-3" (TYP.) 5"-7"

H

12" (TYP.)

4"-6" (TYP.)

~ 12.5'

12"

NO SCALE

SECTION

NO SCALE

SECTION

~ 12.5'

~ 25'

SEE NOTE 1

REINFORCING STEEL

~12.5'

N E

W S

L A

B S

SAWED JOINT

NO SCALE

BUTT JOINT

1 / 2 DOWEL LENGTH

SPACING

FOR SIZE &

SEE TABLE I

NO SCALE

EXISTING PAVEMENT

TABLE I

PAVEMENT

THICKNESS

MAXIMUM DOWEL

SPACING

MINIMUM DOWEL

LENGTH

TYPE OF DOWEL

20"

2. T = THICKNESS OF PAVEMENT, d = DOWEL DIAMETER

GENERAL NOTES:

1. WHEN DOWELS ARE REQUIRED BETWEEN PAVEMENTS OF DIFFERING THICKNESSES, DOWELS SHALL BE SIZED

FOR THE THINNER PAVEMENT, AND PLACED AT T/ 2 + d/ 2 OF THE THINNER PAVEMENT.

H /4

TRANSVERSE CONTRACTION

(NEW TO EXISTING PAVEMENT)

CONSTRUCTION JOINT

DOWELED TRANSVERSE OR LONGITUDINAL

H

PAVEMENT

DRILLED INTO THE EXISTING

EPOXIED INTO A HOLE

THIS END OF DOWEL TO BE

d /2

H /2

H

MATCH EXISTING JOINTS

NEW PAVEMENT JOINT PLAN (TYP)

EXISITING SLABS

N E

W S

L A

B S

SAWED JOINT

NO SCALE

H /4

H

CONSTRUCTION JOINT (TYP.)

LONGITUDINAL DOWELED

(TYP., SEE NOTE 1)

CONTRACTION JOINTS

SAWED TRANSVERSE

2"-3"

12" 5"-7"

H /4

2"-3"

4"-6"

4"-6"

JOINTS REQUIRED DURING ORIGINAL CONSTRUCTION.

ENCOUNTERED AT RANDOM LOCATIONS DUE TO COLD

A FEW DOWELED CONSTRUCTION JOINTS WILL BE

BE CONTRACTION JOINTS. HOWEVER, IT IS LIKELY THAT

THE EXISTING TRANSVERSE JOINTS ARE EXPECTED TO1.

NOTES:

~25'

.5

~12.5'

~25'

N E

W S

L A

B S

17" - 20" 18" 1-1/4 INCH BAR

CONTINUE STEEL THROUGH JOINT

TRANSVERSE CONTRACTION JOINT

EITHER DOWELED CONSTRUCTION OR

CONTINUE STEEL THROUGH JOINT

OR BUTT JOINT

DOWELED CONSTRUCTION JOINT

DOWELED CONSTRUCTION JOINT

JOINT LOCATION

MATCH EXISTING

JOINTS

LONGITUDINAL CONSTRUCTION

J O

IN

T S

C O

N T

R A

C T

IO

N T

R A

N S

V E

R

PAVING, PRIOR TO QUATERING)

NEW SLAB JOINTING (AFTER

N E

W S

L A

B S

N E

W S

L A

B S

EXISITING SLABS

NEW BUTT JOINT (TYP.)

NEW ACC

NEW ACC

18"

25" 24" 2 INCH BAR

JOINT SEALANT

PREFORMED

JOINT SEALANT

PREFORMED

CONTRACTION JOINTS (TYP.)

INTERIOR SAWED

CONTRACTION JOINTS (TYP.)

INTERIOR SAWED

CONTRACTION JOINTS (TYP.)

INTERIOR SAWED

BUTT JOINT

JOINT SEALANT

PREFORMED

TABLE 1

17" 20"

1.

NOTES:

REINFORCEMENT DETAILS ON THIS SHEET CORRESPOND TO THOSE SLABS2.

H DENOTES REINFORCED CONCRETE PAVEMENT DESIGN THICKNESS.

3.

4. REINFORCEMENT STEEL SHALL BE CONTINUOUS THROUGH THE INTERIOR

5. REINFORCEMENT STEEL SHALL NOT BE CONTINUOUS THROUGH THE

MARKED WITH "W" ON THE JOINT LAYOUT PLAN SHEETS, SHEETS CP401 THRU CP410.

SAWED CONTRACTION JOINTS.

TRANSVERSE CONTRACTION JOINT OR LONGITUDINAL CONSTRUCTION JOINTS.

REINFORCING STEEL

REINFORCING STEEL

THICKNESS

PAVEMENT

.2

.2

INTERIOR SAWED CONTRACTION JOINT

2' - 3" (TYP.)

CONTRACTION JOINT

INTERIOR SAWED

CONTRACTION JOINT

INTERIOR SAWED

.2

REBAR SIZE #3 #4

REINFORCING TO BE AS SHOWN IN TABLE 1 IN EACH DIRECTION. MAXIMUM

BAR SPACING SHALL NOT EXCEED 12 INCHES

P

F

IE

L D

:1

F O

IS

S

F

R

B M

G

M A

H

M

CP504

T

C P

.d

E R

S

IZ

N

IN

F O

R C

E M

E N

T

D E

T A

IL

S

W

F

C

X X

X X

A M

N E

R

V

IS

IO

N S

O

U R

E

E

G

11404

11411

11405

11407

11408

11107

11175

11174

11172

11170

11173

11156

11116

D U N C

AN

ST

R

EE

T

D U N C

AN

ST

R

EE

T

11108

11115

T11117

11145

11176

11149

11151

11150

11152

11148

11153

11147

11144

11142

11141

11143

11162

11161

11189

11131

11121

11169

LU

K E

ST

R

EE

T

11133

11731 11729

11727

11268

11208

B

IG

G S

ST

R

EE

T

B

IG

G S

ST

R

EE

T

B

AR

K

SD

AL

E

ST

R

EE

T

M

SG

R

M

SG

R

SSG

SIM

S

STR

EET

P

AR

AD

E

FIELD

B

IG

G S

ST

R

EE

T

11331

11332

11291

11265

11266

11276

11290

11251

11236

11213

11284

11293

11292

11294

11210

11207

11211

B D E/

B N

H Q

LU

K E

ST

R

EE

T

LU

K E

ST

R

EE

T

W R

IG

H T

ST

R

EE

T

W R

IG

H T

ST

R

EE

T

SC

O

TT

ST

R

EE

T

P

AT

TE

R

SO

N

ST

R

EE

T

M

SG

R

M

SG

R

SSG

SIM

S

STR

EET

C

SM

E.

SLEW

ITZK

E

STR

EET

C

SM

E.

SLEW

ITZK

E

STR

EET

C

SM

E.

SLEW

ITZK

E

STR

EET

SER

G

EAN

T M

AJO

R

B O U

LEVAR

D

TS

N

G A R

FIR

E

STATIO

N

LVC

IA

AVC

ATT

M U

SEU

M

UPH

UPH

UPH

204th

SEC

U R

ITY

FO

R C E

TR

AIN

IN

G

C

EN

TER

204th

SF

TEM

F

204th

SF

STO

R

AG

E

SH

ED

FITN

ESS

C

EN

TER

FIR

E

STATIO

N

S

P

AR

AD

E

FIELD

SSG

SIM

S

STR

EET

B

IG

G S

ST

R

ESS

P

AD

TAC

TIC

AL

VEH

IC

LE

H

AN

G

AR

M

AIN

TEN

AN

C E

AIR

C R

G

AR

M

AIN

TEN

AN

C E

AIR

C R

AFT

ASLT

3-

8'X15' MOBILE SHOPS

YAR

D

M

EC

H

YARD

M

ECH.

H

AN

G

AR

S

M

AIN

TEN

AN

C E

AIR

C R

AFT

YAR

D

M

EC

H

FEN

C E

FEN

C E

11319

11320

11321

11285

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

POND

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

R

ETEN

TIO

N

P O N D

P A R K

IN

G

LO

T

C

SM

E.

SLEW

ITZK

E

STR

EET

P

AT

TE

R

SO

N

ST

R

EE

T

11281

11282

11240

11288

11289

11286

11287

STO

R

AG

E

O

IL/

H M

2' C C

C

C

4' C C

0' C C

5' C C

4' C C

7' C C

C

C

7' C C

8' C C

476' C-C

484' C-C

518' C-C

513' C-C 514' C-C

494' C-C 453' C-C

469' C-C

FEDERAL PRISON

OPERATIONS

COMPANY

UEPH #2

493' C C

490' C-C

B

B

B

B

11269

11270 11271

B

DIRT ROAD

5 116

15 116

F A C

IT

L

IT

Y

H A Z

M A T

S T O R

A

AVEL

R O

AD

DIRT ROAD

DIRT ROAD

DIRT ROAD

DIRT ROAD

DIRT ROAD

DI

RT

R

O

AD

DI

RT

R

O

AD

DI

RT

R

O

AD

DI

RT

R

O

AD

11250

IR

O

N

S

O L D

IE

Y

11199 C

EN

TEN

N

IAL

W R

IG

H T

ST

R

EE

T

BO

RDER PATRO

L

OLD

IR

ONSID

ES

DR.

OLD IRONSIDES DR.

AN

N

AJ

AF

C O

N S T

IT

U T

GEN. CLARKE ST.

IR

O

N

S

O L D

IE

Y

OLD IRONSIDES DR.

EXISTIN

G

W

ATER

R

ETEN

TIO

N

M

SG

R

M

SG

F.

M

AR

K

LE

(FO

U R

TH

STR

EET)

B O

LL

IN

G

ST

R

EE

T

B O

LL

IN

G

ST

R

EE

T

SSG

SIM

S

STR

EET

C

SM

SLEW

ITZK

E

STR

EET

(SIXTH

STR

EET)

C

SM

SLEW

ITZK

E

STR

EET

(SIXTH

STR

EET)

11132

11159

T11275

11274

13060

13062

13064

13066

13041

13043

13045

13047

13049

13051

13038

13040

13042

13044

13046

13048

13050

13003

13005

13007

13009

13011

13013

13015

13001

13002

13004

13006

13008

13010

13012

13014

13000

13018

13020

13022

13016

13019

13017

B

ER

G

STR

O M

ST.

C

ASTLE

C…