Atch 02 - FA2523-11-R-0001 Repair Aprons Phase IV Drawings

6 MB Posted Jun 30, 2011

Attached to: Repair Aprons Phase IV
Solicitation number: FA2523-11-R-0001
Issued by: Department of the Air Force Space Command

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Atch 02 - FA2523-11-R-0001 Repair Aprons Phase IV Drawings (21 each).pdf

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THULE AB

GREENLAND

Omaha District

US Army Corps of Engineers

REPAIR APRONS, PHASE IV

SHEET NO. FILE NUMBER

DESCRIPTION

TH10P000.DGN

TH10C001.DGNC-1

C-2

C-3

C-4

C-5

INDEX

TH10C002.DGN

TH10C004.DGN

COVER SHEET & INDEX

TH10C003.DGN

TH10C005.DGN

OVERALL SITE PLANTH10P001.DGNP-1

TH10P002.DGNP-2

HORIZONTAL & VERTICAL CONTROL PLAN

C-6 TH10C006.DGN

REMOVAL PLAN - BASIC

PAVING PLAN - BASIC

SITE PLAN - BASIC

GRADING PLAN - BASIC

SPOT ELEVATION PLAN - BASIC

PAVEMENT SECTIONS - BASIC

C-1A TH10C001A.DGN REMOVAL PLAN - BASIC & OPTION #1

C-2A TH10C002A.DGN PAVING PLAN - BASIC & OPTION #1

C-3A TH10C003A.DGN SITE PLAN - BASIC & OPTION #1

C-4A TH10C004A.DGN GRADING PLAN - BASIC & OPTION #1

C-5A TH10C005A.DGN SPOT ELEVATION PLAN - BASIC & OPTION #1

C-6A TH10C006A.DGN

C-7

C-7A

NOT USED

TH10C007A.DGN

E-1A

E-2A

TH10E001A.DGN

TH10E002A.DGN

P-3

P-4

TH10P003.DGN

TH10P004.DGN

EXISTING SURVEY PLAN - AREA A

EXISTING SURVEY PLAN - AREA B

PAVEMENT SECTIONS - BASIC & OPTION (SHEET 1 OF 2)

PAVEMENT SECTIONS - BASIC & OPTION (SHEET 2 OF 2)

BARRICADE DETAILSP-5 TH10P005.DGN

PROJECT NUMBER: WWCX071036P4

FEBRUARY 2011

ELECTRICAL SITE PLAN - OPTION #1

ELECTRICAL DETAIS - OPTION #1

40 : 1

MARK A. HUCKLE

P-1 Soils A

0400’ 400’

SCALE. INCH FEET=1

HANGAR

9 HANGAR

HANGAR

WEST

OPERATI

ONAL

APRON

EAST OPERATIONAL

APRON

HANGAR

SAC APRON

BASE OPS

N O

R T

H W

E S

T A

A Y

THULE AIR BASE

SITE USE PLAN

NO SCALE

NORTH STAR BAY

HARBOUR

MT.

DUNDAS

SHIPPING

PIER

TRANSMITTER SITE

SOUTH MOUNTAIN

DET 3

RECEIVER SITE

NORTH MOUNTAIN

QUARRY

NORTH

RIVER

SOUTH MOUNTAIN ROAD

NORTH MOUNTAIN ROAD

BASE CIVIL

ENGINEERING

BLDG. 564

ACTIVE BASE LANDFILL

HANGAR 3

NORTH RIVER

CRESCENT LAKE

PHASE SHELTER (TYP.)

LAKE

EDDY

GREENLAND

THULE AIR BASE

STRAIT OF

DENMARK

DAVIS

STRAIT

NORTH

ATLANTIC

OCEAN

BAFFIN

BAY

ARCTIC OCEAN

SONDRESTROM

AB Arcti c

Cir cle

40 30

REGIONAL MAP

NOTE:

1 INCH = 400 FEET

NO SCALE

GREENLAND

SEA

CONTRACTOR ACCESS ROUTE

LEGEND:

PROJECT WORK AREA

QUARRY ROAD

CROSSING

CONTRACTOR

STAGING AREA

TAXIWAY

PROJECT WORK AREA & ACCESS PLAN

OVERALL SITE PLAN

QUARRY

ROAD

CROSSING

TH10P001.DGN

US AIR FORCE SPACE COMMAND

REPAIR APRONS, PHASE IV

CONTAMINATED SOIL

TREATMENT AREA

LOW PROFILE BARRICADE - SEE NOTE 4

2. IN-SITU SOILS, BASE AND SUBBASE COURSES IN ALL AREAS OF WORK TO BE DISTURBED SHALL

BE SCREENED BY THE CONTRACTOR FOR CONTAMINATION. SEE SPECIFICATION SECTION 02 61 13

EXCAVATION OF CONTAMINATED SOIL FOR CONTRACTOR TESTING AND DISPOSAL REQUIREMENTS.

3. ALL AGGREGATES REQUIRED FOR THIS PROJECT SHALL BE OBTAINED FROM THE QUARRY SHOWN

4, EXACT LOCATION OF LOW PROFILE BARRICADES SHALL BE COORDINATED WITH THE AIRFIELD

TAXIWAY

CLOSED TAXIWAY

MARKING (TYP.)

MANAGER. SEE SHEET P-5 FOR CLOSED TAXIWAY MARKING DETAILS. DO NOT INSTALL CLOSED

MANAGER. SEE SHEET P-5 FOR LOW PROFILE BARRICADE DETAILS. DO NOT INSTALL BARRICADES

ACROSS TAXIWAY (2 LOCATIONS) IF OPTION 1 IS NOT AWARDED. #

BARRICADE

(TYP.)

SEE NOTE 6

6, GAPS IN EACH SET OF BARRICADES SHALL BE REQUIRED FOR FIRE DEPARTMENT ACCESS.

THE CONTRACTOR SHALL COORDINATE GAP LOCATIONS WITH THE FIRE DEPARTMENT.

RUNWAY 08-26

7, ALL HAZMAT USED AT THULE AB IS REQUIRED TO BE TRACKED IN THE EESOH-MIS SYSTEM.

APPROVAL FOR HAZMAT USED DURING THE PROJECT REQUIRES THE COMPLETION OF

AF FORM 3952 AND SUBMITTED TO GREENLAND CONTRACTORS PRIOR TO HAZMAT ENTERING

THULE AB FOR APPROVAL.

TAXIWAY MARKINGS IF OPTION 1 IS NOT AWARDED.

RECYCLED FOR USE ON THIS PROJECT UNDER ANY CIRCUMSTANCES.

1. ALL NONCOMBUSTIBLE MATERIAL, INCLUDING REMOVED COLD MILLED ASPHALT PAVEMENT, SHALL

5, EXACT LOCATION OF CLOSED TAXIWAY MARKINGS SHALL BE COORDINATED WITH THE AIRFIELD

BE DISPOSED OF IN THE ACTIVE BASE LANDFILL. REMOVED ASPHALT PAVEMENT SHALL NOT BE

RUNWAY 08-26

ON THE SITE USE PLAN SHOWN ON THIS SHEET.

Submitted by:

Chief: Section

Spec. No.:

Contract No.:

Plot Scale Ratio:

Design File:

Sheet reference number:

Date:

Symbol Date Approved

Revisions

Descriptions

$$ - THINK VALUE ENGINEERING - $$

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

12345

5 4 3 2 1

DACA 45

ALL SCALES SHOWN ARE BASED ON A STANDARD DRAWING SIZE OF 28" X 40" OR

METRIC DRAWING SIZE OF 841mm X 594mm. IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

THE CONTRACTOR SHALL ALSO ADVISE HIS SUB-CONTRACTORS OF THE ABOVE.

Date:

Drawn by:

THULE AB GREENLAND

(402) 995-2230

Project Number:

FEBRUARY 2011

801802

1359 1360

X XX

XXXX

X X

BM Brass Cap N 39741.475 E 23756.119 El. not given

10131

10132

10133

10153

10154

10155

10156

10157

1015810159 10160

10161 10162

10163 10164

10165

10174 10175

10176 10177

10178 10179 10180

10181 10182

10183 10184

10185

10186

10187

10188

100002

10868

10869

10870 10871 10872

10873 10874

10875 10876

10877

10878

10879 10880

10881

10882

10883

10884

10885

1096310964

10965

1096710968

10969 10970

10971 10972

10973

10974 10975

10976 10977

10978

1097910980

10981

10982 10983

10984 10985

1098610987 10988

10989 10990

10991 10992

10993

10994

10995

10996

10997 10998

10999

11000

11001

11002 11003

11004 11005

11006

11007

11008

11009

11010 11011

11012

11013

11014 11015

11016 11017

11018

11019 11020

11021

11022

1102311024

11025

11026 11027

11028

11029 11030

11031

11032

1103311034

11035

11036

11037

11038

11039

11040

11041

11042 11043

11044

11045

11046

11047 11048

11049 11050

11051 11052

11053 11054

11055 11056

11057

11058 11059

11060 11061

11062

11063 11064

11065 11066

11067 11068

11069

11070 11071

11072

11073 11074 11075

11076 11077

11078

11079

11080

11081

11082

11083

11084

11085 11086

11087 11088

11089

11090

11091

11092

11093

11094 11095 11096

11097

11098

11099

11100

11101

11102

11103

11104 11105

11106 11107

11108

11109 11110

11111

11112

11113

11114

11115

11121 11122

11123 11124

11125

11126

11127

11128

11129

11130

11131 11132

11133

11134

11135

11136

11137

11138

11139

11140

11141

11142

11143

11144 11145

11146

11147

11148

11149

1115011151

101716 101717

12435 12436

12437 12438

12439 12440

12441

12442 12443

12444

12445

12446 1244712448

12449

12450 1245112452

12453

12454 12455

12456

1245712458

1245912460

12461 12462

12463 12464

12465

12466 12467

12468 12469

12470 12471

12472

12473 12474

12475 12476

12477 12478

12479

12480

12481 12482

12483

12484

12485

12486

12487

12488

12489

12490

12491

12492 12493

12494 12495 12496

12497 12498

12499 12500

12501

12502 12503 12504

12505

12506 12507

1250812509 12510

12511 12512

12513

12515

12516

12517

12518 12519

12520

12521

12522

1252312524 12525

12526

12527 12528

12529 12530 12531

12532 1253312534

12535

12536

12537

12542

12543

12544

12545

12546

12547

12548

12549

12550

12551

T/DN

Fuel MH 12"

Fuel MH 8"

Fuel MH 30"

Fuel MH 24

Fuel MH 30"

Fuel MH 24"

Fuel MH 12"

Fuel MH 8"

Fuel MH 12"

Fuel MH 8"

T/DN

X173.52

X171.76

X171.43

X177.66

J P

MARK A. HUCKLE

TH10P002.DGN

Soils A P-2

US AIR FORCE SPACE COMMAND

REPAIR APRONS, PHASE IV

0 20’20’

SCALE.

INCH FEET=201KEY PLAN

NO SCALE

EXISTING SURVEY PLAN

AREA A

20 : 1

Submitted by:

Chief: Section

Spec. No.:

Contract No.:

Plot Scale Ratio:

Design File:

Sheet reference number:

Date:

Symbol Date Approved

Revisions

Descriptions

$$ - THINK VALUE ENGINEERING - $$

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

12345

5 4 3 2 1

DACA 45

ALL SCALES SHOWN ARE BASED ON A STANDARD DRAWING SIZE OF 28" X 40" OR

METRIC DRAWING SIZE OF 841mm X 594mm. IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

THE CONTRACTOR SHALL ALSO ADVISE HIS SUB-CONTRACTORS OF THE ABOVE.

Date:

Drawn by:

THULE AB GREENLAND

(402) 995-2230

Project Number:

WWCX071036P4

597598

629 630 631 632

634635 636

638639 640

743744

765766 767 768

803804

805806

X X

XX XX

X X

X X X X

XX XX

X X

XXX

XXXX

Inv. 8" Iron Pipe

175.69

Inv. 2" Iron Pipe

176.93

ASPHALT

10190

ASPHALT

10886

Edge Asph

10887

Edge Asph

10888

Edge Asph 10889

Edge Asph

10890

Edge Asph

10891

Edge Asph

10892

Edge Asph

10893

Edge Asph

10894

Edge Asph

10895

Edge Asph

10896

Edge Asph

10902

Edge Asph 10903

Edge Asph 10904

Edge Asph 10905

Edge Asph 10906

Edge Asph

10907

Edge Asph 10908

Edge Asph 10909

Edge Asph

10910

Edge Asph 10911

Edge Asph Edge Asph

EDGE ASPH/CONC

10921

EDGE ASPH/CONC

10922

EDGE ASPH/CONC

10923

EDGE ASPH/CONC

10924

EDGE ASPH/CONC

10925

EDGE ASPH/CONC

10926

EDGE ASPH/CONC

10927

EDGE ASPH/CONC

10928

EDGE ASPH/CONC

10929

EDGE ASPH/CONC

10930

EDGE ASPH/CONC

10931

EDGE ASPH/CONC

10932

EDGE ASPH/CONC

10933

EDGE ASPH/CONC

10934

EDGE ASPH/CONC

10939

EDGE ASPH/CONC

10940

EDGE ASPH/CONC

10941

EDGE ASPH/CONC

10942

EDGE ASPH/CONC

10943

EDGE ASPH/CONC

10944

EDGE ASPH/CONC

10945

EDGE ASPH/CONC

10946

EDGE ASPH/CONC

10947

EDGE ASPH/CONC

10948

EDGE ASPH/CONC

10949

EDGE ASPH/CONC

10950

EDGE ASPH/CONC

10951

EDGE ASPH/CONC

10952

EDGE ASPH/CONC

10953

EDGE ASPH/CONC

10954

EDGE ASPH/CONC

10955

EDGE ASPH/CONC

10956

EDGE ASPH/CONC

10957

EDGE ASPH/CONC

10958

EDGE ASPH/CONC

10959

EDGE ASPH/CONC

10960

EDGE ASPH/CONC

10961

EDGE ASPH/CONC

10962

EDGE ASPH/CONC

11116

N/G

11117

N/G

11118

N/G

11119

N/G

11120

N/G

12538

N/G

12539

N/G

12540

N/G

12541

N/G

X176.18

X179.43

X178.09 X179.53

MARK A. HUCKLE

Soils A

0 20’20’

SCALE.

INCH FEET=201KEY PLAN

NO SCALE

20 : 1

EXISTING SURVEY PLAN

AREA B

P-3

TH10P003.DGN

US AIR FORCE SPACE COMMAND

REPAIR APRONS, PHASE IV

Submitted by:

Chief: Section

Spec. No.:

Contract No.:

Plot Scale Ratio:

Design File:

Sheet reference number:

Date:

Symbol Date Approved

Revisions

Descriptions

$$ - THINK VALUE ENGINEERING - $$

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

12345

5 4 3 2 1

DACA 45

ALL SCALES SHOWN ARE BASED ON A STANDARD DRAWING SIZE OF 28" X 40" OR

METRIC DRAWING SIZE OF 841mm X 594mm. IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

THE CONTRACTOR SHALL ALSO ADVISE HIS SUB-CONTRACTORS OF THE ABOVE.

Date:

Drawn by:

THULE AB GREENLAND

(402) 995-2230

Project Number:

60 : 1

MARK A. HUCKLE

Soils A

NO SCALE

HORIZONTAL & VERTICAL

CONTROL PLAN

HORIZONTAL & VERTICAL CONTROL PLAN

NORTHING EASTING ELEVATION DESCRIPTION

HORIZONTAL & VERTICAL CONTROL DATA

POINT ID

13430

13508

13658

39183.751 22391.038 PK NAIL IN 1" SHINER SET IN ASPHALT

39741.395 23756.147 174.978

147.900

12" NAIL AT FUEL POINT

40201.909 28650.951 220.040 PK NAIL IN 1" SHINER

39864.331 25401.226 206.219 PK NAIL IN 1" SHINER SET IN CONCRETE

39116.162 24874.840 196.465 TOPO POINT @ TAXIWAY LIGHT

39891.431 27198.635 202.737 PK NAIL IN 1" SHINER

39882.417 29319.694 231.905 PK NAIL IN 1" SHINER SET IN ASPHALT

39552.600 29351.119 229.854 PK NAIL IN 1" SHINER

40182.060 30799.555 221.358 PK NAIL IN 1" SHINER

39891.661 30272.632 212.931 PK NAIL IN 1" SHINER

40082.202 29278.038 225.652 PK NAIL IN 1" SHINER

39113.802 32041.084 249.248 DEGREE MARKER IN C/L EAST END OF RUNWAY

39866.967 31779.820 METAL CAP IN ASPHALT

39462.301 25134.938 PUNCH MARK ON WEST METAL HINGE206.650

201.740 BM CONTROL TOWER BRASS PLUG IN SW LEG OF TOWER

36876.30 34013.62 272.28 PBM 1" ROD IN 6" CASING

38677.83 33320.98 246.993 PBM 1" ROD IN 6" CASING

32 & 33 X X

231.33

13658 X

13430 X

13508 X

US AIR FORCE SPACE COMMAND

REPAIR APRONS, PHASE IV

P-4

TH10P004.DGN

Submitted by:

Chief: Section

Spec. No.:

Contract No.:

Plot Scale Ratio:

Design File:

Sheet reference number:

Date:

Symbol Date Approved

Revisions

Descriptions

$$ - THINK VALUE ENGINEERING - $$

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

12345

5 4 3 2 1

DACA 45

ALL SCALES SHOWN ARE BASED ON A STANDARD DRAWING SIZE OF 28" X 40" OR

METRIC DRAWING SIZE OF 841mm X 594mm. IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

THE CONTRACTOR SHALL ALSO ADVISE HIS SUB-CONTRACTORS OF THE ABOVE.

Date:

Drawn by:

THULE AB GREENLAND

(402) 995-2230

Project Number:

FEBRUARY 2011

C o n

MARK A. HUCKLE

Soils A

US AIR FORCE SPACE COMMAND

REPAIR APRONS, PHASE IV

NO SCALE

6’-10’

12"

NO SCALE

TYPICAL LOW PROFILE BARRICADE DETAIL

TYPICAL LOW PROFILE BARRICADE LAYOUT DETAIL

NO SCALE

CROSS FOR CLOSED TAXIWAY MARKING

TH10P005.DGN

P-5

NOTES:

1. LOW PROFILE BARRICADES SHALL BE ANCHORED OR OF SUFFICIENT WEIGHT

INTERVALS ALONG PHASE CONSTRUCTION AREA BOUNDARY LIMIT.

4. FLASHING AMBER-YELLOW LIGHTS SHALL HAVE AT LEAST 5 CANDELAS

EFFECTIVE INTENSITY AND FLASH AT A RATE OF 55 TO 160 FLASHES PER

MINUTE.

5. THE CONTRACTOR SHALL HAVE A PERSON ON CALL 24 HOURS A DAY FOR

EMERGENCY MAINTENANCE OF LOW PROFILE BARRICADES AND HAZARD LIGHTS.

6. REFLECTIVE STRIPES SHALL BE ON ALL LONGITUDINAL SIDES EXCEPT BOTTOM.

TOP STRIPES NOT SHOWN FOR CLARITY.

TO PREVENT OVERTURNING DUE TO HIGH WINDS AND JET ENGINE BLAST.

FLASHING AMBER-YELLOW LIGHT

SEE NOTE 4

SOLID REFLECTIVE ORANGE

STRIPE - 152mm TO 305mm WIDE

SEE NOTE 6

SOLID REFLECTIVE WHITE

STRIPE - 152mm TO 305mm WIDE

SEE NOTE 6

CONSTRUCTION

AREA

LOW PROFILE BARRICADES

CORNER LOW PROFILE BARRICADES (2)

THE TAXIWAY CROSSES SHALL CONSIST

OF ONE OF THE FOLLOWING:

* PLYWOOD ANCHORED WITH NAILS

* PLYWOOD ANCHORED DOWN WITH SAND BAGS

* ROLLED OUT AND ANCHORED PICKET FENCE

* FABRIC, SUCH AS CANVAS, ANCHORED WITH SAND BAGS

SPECIAL NOTES:

1. YELLOW MARKING PAINT SHALL NOT BE ALLOWED FOR TAXIWAY CROSSES.

2. CLOSED TAXIWAY MARKINGS SHALL BE INSTALLED, AT VARIOUS TIMES

THROUGHOUT THE CONSTRUCTION CONTRACT, AT THE LOCATIONS DIRECTED

INSTALLATION AND REMOVAL OF CLOSED TAXIWAY MARKINGS.

MARKINGS SHALL BE YELLOW

A = 5’

B = 12.5’

EXISTING

TAXIWAY

A A

BARRICADE DETAILS

25’

2. LOW PROFILE BARRICADES SHALL BE SPACED AT A MAXIMUM OF 25 FOOT

3. THE CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION AREA THROUGHOUT

THE DURATION OF WORK WITHIN EACH CONSTRUCTION AREA.

BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL COORDINATE WITH

THE AIRFIELD MANAGER, THROUGH THE CONTRACTING OFFICER, THE TIMING OF

Submitted by:

Chief: Section

Spec. No.:

Contract No.:

Plot Scale Ratio:

Design File:

Sheet reference number:

Date:

Symbol Date Approved

Revisions

Descriptions

$$ - THINK VALUE ENGINEERING - $$

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

12345

5 4 3 2 1

DACA 45

ALL SCALES SHOWN ARE BASED ON A STANDARD DRAWING SIZE OF 28" X 40" OR

METRIC DRAWING SIZE OF 841mm X 594mm. IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

THE CONTRACTOR SHALL ALSO ADVISE HIS SUB-CONTRACTORS OF THE ABOVE.

Date:

Drawn by:

THULE AB GREENLAND

(402) 995-2230

30 : 1

MARK A. HUCKLE

TH10C001.DGN

Soils A C-1

NO SCALE

Exist. Concrete

US AIR FORCE SPACE COMMAND

REPAIR APRONS, PHASE IV

0 30’30’

SCALE.

INCH FEET=301

TIEDOWN REMOVAL DETAIL

REMOVAL PLAN

BASIC

NOTES:

LEGEND:

2. FOR NEW PAVEMENT SECTIONS, SEE SHEET C-6.

EXISTING 2" ACC TO BE REMOVED

EXISTING 5" ACC TO BE REMOVED

Cut anchor rod off flush with concrete removal

�" x 7’-6" A-36

Steel Anchor Rod

R e m o v e e x is ti n g ti e d o w n a n c h o r s in d ic a te d to b e r e m o v e d to a d e p th o f e x c a v a ti o n

1-1/2" x 6" Dia.

Steel Plate

KEY PLAN

NO SCALE

NOTES (CONTINUED):

REMOVE EXISTING SHOULDER MARKINGS ENTIRELY FROM EXISTING SHOULDER PAVEMENT

THAT ARE ONLY PARTIALLY REMOVED DUE TO PAVEMENT REMOVALS. (TOTAL OF 9)

ALL ACC PAVEMENT REMOVALS SHALL BE INITIATED WITH A

SINGLE, FULL-DEPTH, VERTICAL SAWCUT.

EXISTING TIEDOWNS TO BE REMOVED TO THE DEPTH OF

EXCAVATION, SEE DETAIL THIS SHEET.

EXISTING TIEDOWNS BONDED TO THE BASE GROUND SHALL REMAIN

AND SHALL BE SUPPORTED IN PLACE DURING CONSTRUCTION.

EXISTING CONCRETE PAVEMENT, FUELING PITS, FUEL LINES AND

CONTAMINATED UNDERLYING BASE AND SUBBASE SHALL REMAIN

IN PLACE. THE CONTRACTOR SHALL TAKE ALL NECESSARY

MEASURES TO PREVENT UNDERMINING OF EXISTING CONCRETE

PAVEMENT AND FUELING PITS AND LINES.

EXISTING 24" THICK REINFORCED CONCRETE STRUCTURE, INCLUDING PIPING,

PIT FRAMES & COVERS, SHALL BE REMOVED COMPLETELY.

ALL WORK ON EXISTING FUEL PIPING SHALL BE COORDINATED WITH THE

FIRE DEPARTMENT. IT IS THE CONTRACTOR’S RESPONSIBILITY TO DRAIN,

AND CLEAN EXISTING FUEL PIPING PRIOR TO REMOVAL.

10. ALL EXISTING ACC PAVEMENTS INDICATED TO BE REMOVED SHALL BE REMOVED BY

COLD MILLING ONLY IN ACCORDANCE WITH SPECIFICATION SECTION 32 01 16.17 COLD

MILLING OF BITUMINOUS PAVEMENTS

REMOVE EXISITNG FUEL LINES AND CONDUITS UNDER APRON AND CUT THEM OFF AT

THE APRONS EDGE.

Ex. Wooden Frame to be removed

Ex. ACC Apron

Removal Limit

Unpaved

Area

Edge of Ex. ACC

Apron ShoulderUnpaved

Area

N 39,447.403

E 23,465.042

10’

Edge of Ex.

ACC Apron

Ex. ACC Apron

Removal Limit

Ex. Base Ground Alignment to Remain - Concrete Patch to be removed

(No. 4 Buried Copper Conductor)

N 39,630.750

E 23,417.413

Unpaved

Access

Road

Ex. 6" Dia. Aluminum Fuel

Line, & 2 - 3" Dia. Steel Conduits to be removed (Typ. of 5)

Ex. Fueling Control

Pit to Remain

Ex. Base Concrete

Utility Crossing to

Remain Edge of Ex.

ACC Apron

Ex. Fueling Control

Pit to Remain

Unpaved

Area

Ex. Fuel Pit, Ground Pit &

Control Pit to be Removed

See Note 5

Ex. Fuel Pit, Ground Pit &

Control Pit to be Removed

See Note 5

Ex. Fuel Pit, Ground Pit &

Control Pit to be Removed

See Note 5

Ex. Fuel Pit, Ground Pit &

Control Pit to be Removed

See Note 5

Ex. Fuel Pit, Ground Pit &

Control Pit to be Removed

See Note 5

Ex. Concrete &

Fueling Pits to

Remain (Typ. of 2)

See Note 6

Ex. Tiedowns to be Removed

See Note 3

(Total of 36)

15" Thick Concrete test pit patch to be removed

(Typ. of 8)

Unpaved

Area

15" Thick Concrete patch to be removed

See Note 8

Submitted by:

Chief: Section

Spec. No.:

Contract No.:

Plot Scale Ratio:

Design File:

Sheet reference number:

Date:

Symbol Date Approved

Revisions

Descriptions

$$ - THINK VALUE ENGINEERING - $$

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

12345

5 4 3 2 1

DACA 45

ALL SCALES SHOWN ARE BASED ON A STANDARD DRAWING SIZE OF 28" X 40" OR

METRIC DRAWING SIZE OF 841mm X 594mm. IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

THE CONTRACTOR SHALL ALSO ADVISE HIS SUB-CONTRACTORS OF THE ABOVE.

Date:

Drawn by:

THULE AB GREENLAND

(402) 995-2230

Project Number:

WWCX071036P4

FEBRUARY 2011

239240

243244245

251252

597598

606607

609610

611612

621622

629 630 631 632

634635 636

638639 640

676677

743744

801802

803804

805806

1359 1360

X XX

XXXX

X X

XXXXXXXX

X X X X

XX XX

X X

XXX

XXXX

XXX X

XXXX

BM Brass Cap N 39741.475 E 23756.119 El. not given

10131

10132

10133

10153

10154

10155

10156

10157

1015810159 10160

10161 10162

10163 10164

10165

10166 10167

10168 10169

10170

10171 10172 10173

10174 10175

10176 10177

10178 10179 10180

10181 10182

10183 10184

10185

10186

10187

10188

10190

100002

10252 10253

10254 10255

10256

10257

10258

10259

10260

10261

10359

10360

10361

10362

10363

10364

10365

10366

10367 10368

10369

1037010371 10372

10373

10419

10420

10421

10422

10423

10424

10425

10426 10427

10428

10429

10430

10866 10867

10868

10869

10870 10871 10872

10873 10874

10875 10876

10877

10878

10879 10880

10881

10882

10883

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10886

10887

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10890

10891

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10901

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10903

10924

10925

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10949

10950 1095110952

10953

10954

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10958

10959 10960

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1096310964

10965

1096710968

10969 10970

10971 10972

10973

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10976 10977

10978

1097910980

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10982 10983

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1098610987 10988

10989 10990

10991 10992

10993

10994

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10997 10998

10999

11000

11001

11002 11003

11004 11005

11006

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11010 11011

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11013

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11016 11017

11018

11019 11020

11021

11022

1102311024

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11029 11030

11031

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11036

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11049 11050

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11070 11071

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11076 11077

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11106 11107

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11109 11110

11111

11112

11113

11114

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11118

11119

11120

11121 11122

11123 11124

11125

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11131 11132

11133

11134

11135

11136

11137

11138

11139

11140

11141

11142

11143

11144 11145

11146

11147

11148

11149

1115011151

101716 101717

12435 12436

12437 12438

12439 12440

12441

12442 12443

12444

12445

12446 1244712448

12449

12450 1245112452

12453

12454 12455

12456

1245712458

1245912460

12461 12462

12463 12464

12465

12466 12467

12468 12469

12470 12471

12472

12473 12474

12475 12476

12477 12478

12479

12480

12481 12482

12483

12484

12485

12486

12487

12488

12489

12490

12491

12492 12493

12494 12495 12496

12497 12498

12499 12500

12501

12502 12503 12504

12505

12506 12507

1250812509 12510

12511 12512

12513

12515

12516

12517

12518 12519

12520

12521

12522

1252312524 12525

12526

12527 12528

12529 12530 12531

12532 1253312534

12535

12536

12537

12538

12539

12540

12541

12542

12543

12544

12545

12546

12547

12548

12549

12550

12551

T/DN

C o n

Fuel MH 12"

Fuel MH 8"

Fuel MH 30"

Fuel MH 24

Fuel MH 30"

Fuel MH 24"

Fuel MH 12"

Fuel MH 8"

Fuel MH 12"

Fuel MH 8"

T/DN

X168.34

X167.57

X173.13

X173.77

X176.18

X173.52

X179.43

X178.09 X179.53

X171.76

X171.43

X177.6610252 10253

10254 10255

10256

10257

10258

10259

10260

10261

10359

10360

10361

10362 10363

10364

10365

10366

10367 10368

10369

1037010371 10372

10373

10419

10420 10421

10422

10423 10424

10425

10426 10427

10428 10429

10430

J P

MARK A. HUCKLE

Soils A

US AIR FORCE SPACE COMMAND

REPAIR APRONS, PHASE IV

0 30’30’

SCALE.

INCH FEET=301

LEGEND:

REMOVAL PLAN

BASIC & OPTION #1

GENERAL NOTES:

ELECTRICAL NOTES:

1. EXISTING ELEVATED TAXIWAY EDGE LIGHT LAMPS, FIXTURES, AND TRANSFORMERS

INDICATED TO BE REMOVED SHALL BE SALVAGED FOR THE GOVERNMENT AND SHALL

BE CLEANED AND TESTED BEFORE TURNING OVER TO THE GOVERNMENT.

2. ALL EXISTING WIRING, CONDUIT, AND COUNTERPOISE SHALL BE REMOVED WITHIN THE

EXISTING CONCRETE DUCK BANK REMOVAL AREA TERMINATING AT THE EXISTING TAXIWAY

EDGE LIGHT TO REMAIN AT EACH END OF THE REMOVAL AREA AND REPLACED WITH NEW

WIRING, CONDUIT AND COUNTERPOISE.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING AIRFIELD

LIGHTING AND NAVIGATIONAL AIDS TO REMAIN. IF DURING CONSTRUCTION DAMAGE

DOES OCCUR DUE TO CONTRACTOR’S ACTIONS, ALL NECESSARY REPAIRS SHALL BE

MADE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

C-1A

TH10C001A.DGN

FOR NEW PAVEMENT SECTIONS, SEE SHEETS C-6A & C-7A.

EXISTING 2" ACC TO BE REMOVED

EXISTING 5" ACC TO BE REMOVED

NO SCALE

Exist. Concrete

TIEDOWN REMOVAL DETAIL

Cut anchor rod off flush with concrete removal

�" x 7’-6" A-36

Steel Anchor Rod

R e m o v e e x is ti n g ti e d o w n a n c h o r s in d ic a te d to b e r e m o v e d to a d e p th o f e x c a v a ti o n

1-1/2" x 6" Dia.

Steel Plate

KEY PLAN

NO SCALE

EXISTING CONCRETE PAVEMENT, FUELING PITS, FUEL LINES AND

CONTAMINATED UNDERLYING BASE AND SUBBASE SHALL REMAIN

IN PLACE. THE CONTRACTOR SHALL TAKE ALL NECESSARY

MEASURES TO PREVENT UNDERMINING OF EXISTING CONCRETE

PAVEMENT AND FUELING PITS AND LINES.

EXISTING TIEDOWNS TO BE REMOVED TO THE DEPTH OF

EXCAVATION, SEE DETAIL THIS SHEET.

EXISTING TIEDOWNS BONDED TO THE BASE GROUND SHALL REMAIN

AND SHALL BE SUPPORTED IN PLACE DURING CONSTRUCTION.

EXISTING 24" THICK REINFORCED CONCRETE STRUCTURE, INCLUDING PIPING,

PIT FRAMES & COVERS, SHALL BE REMOVED COMPLETELY.

7. REMOVE EXISITNG FUEL LINES AND CONDUITS UNDER APRON AND

CUT THEM OFF AT THE APRONS EDGE.

NOTES (CONTINUED):

8. REMOVE EXISTING SHOULDER MARKINGS ENTIRELY FROM EXISTING SHOULDER PAVEMENT

THAT ARE ONLY PARTIALLY REMOVED DUE TO PAVEMENT REMOVALS. (TOTAL OF 7)

EXISTING 15" CONCRETE PATCH TO BE REMOVED

ALL ACC & PCC PAVEMENT REMOVALS SHALL BE INITIATED WITH A

SINGLE, FULL-DEPTH, VERTICAL SAWCUT.

9. ALL WORK ON EXISTING FUEL PIPING SHALL BE COORDINATED WITH THE FIRE DEPARTMENT.

IT IS THE CONTRACTOR’S RESPONSIBILITY TO DRAIN, AND AN EXISTING FUEL PIPING PRIOR

TO REMOVAL.

ALL EXISTING ACC PAVEMENTS INDICATED TO BE REMOVED SHALL BE REMOVED BY

COLD MILLING ONLY IN ACCORDANCE WITH SPECIFICATION SECTION 32 01 16.17 COLD

MILLING OF BITUMINOUS PAVEMENTS

10.

Ex. Wooden Frame to be removed

Ex. ACC Apron

Removal Limit

Unpaved

Area

Edge of Ex. ACC

Apron ShoulderUnpaved

Area

10’

Ex. ACC Apron

Removal Limit

Ex. Base Ground Alignment to Remain - Concrete Patch to be removed

(No. 4 Buried Copper Conductor)

N 39,630.750

E 23,417.413

Unpaved

Access

Road

Ex. 6" Dia. Aluminum Fuel

Line, & 2 - 3" Dia. Steel Conduits to be removed (Typ. of 5)

Ex. Fueling Control

Pit to Remain

Ex. Base Concrete

Utility Crossing to

Remain Edge of Ex.

ACC Apron

Ex. Fueling Control

Pit to Remain

Unpaved

Area

Edge of Ex.

ACC Apron

N 39,438.598

E 23,590.525

N 39,311.212

E 23,362.101

N 39,350.559

E 23,614.049

15’

Ex. Taxiway Edge

Light to be Removed

3’

N 39,259.986

E 23,369.899

N 39,298.363

E 23,621.994

3’

N 39,429.432

E 23,344.104

N 39,456.716

E 23,462.623

Ex. Concrete Duct

Bank to be Removed

Ex. Fuel Pit, Ground Pit &

Control Pit to be Removed

See Note 5

Ex. Fuel Pit, Ground Pit &

Control Pit to be Removed

See Note 5

Ex. Fuel Pit, Ground Pit &

Control Pit to be Removed

See Note 5

Ex. Fuel Pit, Ground Pit &

Control Pit to be Removed

See Note 5

Ex. Fuel Pit, Ground Pit &

Control Pit to be Removed

See Note 5

Ex. Concrete &

Fueling Pits to

Remain (Typ. of 2)

See Note 6

Ex. Tiedowns to be Removed

See Note 3

(Total of 36)

See Note 8

Unpaved

Area 15" Thick Concrete test pit patch to be removed

(Typ. of 8)

15" Thick Concrete patch to be removed

Ex. 15" Thick

Concrete Patch Ex. Taxiway Edge

Light to be Removed and Replaced with a

New Taxiway Edge

Light at same location

Ex. Taxiway Edge

Light to be Removed and Replaced with a

New Taxiway Edge

Light at same location

Submitted by:

Chief: Section

Spec. No.:

Contract No.:

Plot Scale Ratio:

Design File:

Sheet reference number:

Date:

Symbol Date Approved

Revisions

Descriptions

$$ - THINK VALUE ENGINEERING - $$

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

12345

5 4 3 2 1

DACA 45

ALL SCALES SHOWN ARE BASED ON A STANDARD DRAWING SIZE OF 28" X 40" OR

METRIC DRAWING SIZE OF 841mm X 594mm. IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

THE CONTRACTOR SHALL ALSO ADVISE HIS SUB-CONTRACTORS OF THE ABOVE.

Date:

Drawn by:

THULE AB GREENLAND

(402) 995-2230

Project Number:

WWCX071036P4

FEBRUARY 2011

239240

243244245

251252

597598

606607

609610

611612

621622

629 630 631 632

634635 636

638639 640

676677

743744

801802

803804

805806

1359 1360

X XX

XXXX

X X

XXXXXXXX

X X X X

XX XX

X X

XXX

XXXX

XXX X

XXXX

BM Brass Cap N 39741.475 E 23756.119 El. not given

10131

10132

10133

10153

10154

10155

10156

10157

1015810159 10160

10161 10162

10163 10164

10165

10166 10167

10168 10169

10170

10171 10172 10173

10174 10175

10176 10177

10178 10179 10180

10181 10182

10183 10184

10185

10186

10187

10188

10190

100002

10252 10253

10254 10255

10256

10257

10258

10259

10260

10261

10359

10360

10361

10362

10363

10364

10365

10366

10367 10368

10369

1037010371 10372

10373

10419

10420

10421

10422

10423

10424

10425

10426 10427

10428

10429

10430

10866 10867

10868

10869

10870 10871 10872

10873 10874

10875 10876

10877

10878

10879 10880

10881

10882

10883

10884

10885

10886

10887

10888

10889

10890

10891

10892

10893

10894

10895

10896

10897

10898

10899

10900

10901

10902

10903

10924

10925

10926

10927

10928

10929

10930

10931

10932

10933

10934

10935

10936

10937

10938

10939

10940

10941

10942

10943

10944

10945

10946 1094710948

10949

10950 1095110952

10953

10954

10955

10956

10957

10958

10959 10960

10961 10962

1096310964

10965

1096710968

10969 10970

10971 10972

10973

10974 10975

10976 10977

10978

1097910980

10981

10982 10983

10984 10985

1098610987 10988

10989 10990

10991 10992

10993

10994

10995

10996

10997 10998

10999

11000

11001

11002 11003

11004 11005

11006

11007

11008

11009

11010 11011

11012

11013

11014 11015

11016 11017

11018

11019 11020

11021

11022

1102311024

11025

11026 11027

11028

11029 11030

11031

11032

1103311034

11035

11036

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11039

11040

11041

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11045

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11057

11058 11059

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11065 11066

11067 11068

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11076 11077

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11098

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11100

11101

11102

11103

11104 11105

11106 11107

11108

11109 11110

11111

11112

11113

11114

11115

11116

11117

11118

11119

11120

11121 11122

11123 11124

11125

11126

11127

11128

11129

11130

11131 11132

11133

11134

11135

11136

11137

11138

11139

11140

11141

11142

11143

11144 11145

11146

11147

11148

11149

1115011151

101716 101717

12435 12436

12437 12438

12439 12440

12441

12442 12443

12444

12445

12446 1244712448

12449

12450 1245112452

12453

12454 12455

12456

1245712458

1245912460

12461 12462

12463 12464

12465

12466 12467

12468 12469

12470 12471

12472

12473 12474

12475 12476

12477 12478

12479

12480

12481 12482

12483

12484

12485

12486

12487

12488

12489

12490

12491

12492 12493

12494 12495 12496

12497 12498

12499 12500

12501

12502 12503 12504

12505

12506 12507

1250812509 12510

12511 12512

12513

12515

12516

12517

12518 12519

12520

12521

12522

1252312524 12525

12526

12527 12528

12529 12530 12531

12532 1253312534

12535

12536

12537

12538

12539

12540

12541

12542

12543

12544

12545

12546

12547

12548

12549

12550

12551

T/DN

C o n

Fuel MH 12"

Fuel MH 8"

Fuel MH 30"

Fuel MH 24

Fuel MH 30"

Fuel MH 24"

Fuel MH 12"

Fuel MH 8"

Fuel MH 12"

Fuel MH 8"

T/DN

X168.34

X167.57

X173.13

X173.77

X176.18

X173.52

X179.43

X178.09 X179.53

X171.76

X171.43

X177.6610252 10253

10254 10255

10256

10257

10258

10259

10260

10261

10359

10360

10361

10362 10363

10364

10365

10366

10367 10368

10369

1037010371 10372

10373

10419

10420 10421

10422

10423 10424

10425

10426 10427

10428 10429

10430

J P

MARK A. HUCKLE

Soils A

US AIR FORCE SPACE COMMAND

REPAIR APRONS, PHASE IV

0 30’30’

SCALE.

INCH FEET=301

LEGEND:

C-2

TH10C002.DGN

PAVING PLAN

BASIC

NEW 5" ACC/6" GCA/61" SUBBASE

ACC - ASPHALT CEMENT CONCRETE

GCA - GRADED-CRUSHED AGGREGATE BASE COURSE

KEY PLAN

NO SCALE

NEW 2" ACC/6" GCA/EX. SUBBASE

Ex. ACC Apron

Unpaved

Area

Edge of Ex. ACC

Apron Shoulder

Ex. ACC Apron

Unpaved

Access

Road

Unpaved

Area

Edge of New

ACC Apron

Unpaved

Area

Edge of Ex.

ACC Apron

Replacement Limit

Unpaved

Area

Submitted by:

Chief: Section

Spec. No.:

Contract No.:

Plot Scale Ratio:

Design File:

Sheet reference number:

Date:

Symbol Date Approved

Revisions

Descriptions

$$ - THINK VALUE ENGINEERING - $$

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

12345

5 4 3 2 1

DACA 45

ALL SCALES SHOWN ARE BASED ON A STANDARD DRAWING SIZE OF 28" X 40" OR

METRIC DRAWING SIZE OF 841mm X 594mm. IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

THE CONTRACTOR SHALL ALSO ADVISE HIS SUB-CONTRACTORS OF THE ABOVE.

Date:

Drawn by:

THULE AB GREENLAND

(402) 995-2230

Project Number:

WWCX071036P4

FEBRUARY 2011

T/DN

MARK A. HUCKLE

Soils A

US AIR FORCE SPACE COMMAND

REPAIR APRONS, PHASE IV

0 30’30’

SCALE.

INCH FEET=301

PAVING PLAN

BASIC & OPTION #1

LEGEND:

C-2A

TH10C002A.DGN

ACC - ASPHALT CEMENT CONCRETE

GCA - GRADED-CRUSHED AGGREGATE BASE COURSE

KEY PLAN

NO SCALE

NEW APRON 5" ACC/6" GCA/61" SUBBASE

NEW TAXIWAY 5" ACC/6" GCA/61" SUBBASE

NEW 2" ACC/6" GCA/64" SUBBASE

NEW 2" ACC/6" GCA/EX. SUBBASE

NEW 5" ACC/6" GCA/EX. SUBBASE

Ex. ACC Apron

Unpaved

Area

Edge of Ex. ACC

Apron Shoulder

Ex. ACC Apron

Unpaved

Access

Road

Unpaved

Area

Edge of New

ACC Apron

Unpaved

Area

Edge of Ex.

ACC Apron

Replacement Limit

Unpaved

Area

Submitted by:

Chief: Section

Spec. No.:

Contract No.:

Plot Scale Ratio:

Design File:

Sheet reference number:

Date:

Symbol Date Approved

Revisions

Descriptions

$$ - THINK VALUE ENGINEERING - $$

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

12345

5 4 3 2 1

DACA 45

ALL SCALES SHOWN ARE BASED ON A STANDARD DRAWING SIZE OF 28" X 40" OR

METRIC DRAWING SIZE OF 841mm X 594mm. IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

THE CONTRACTOR SHALL ALSO ADVISE HIS SUB-CONTRACTORS OF THE ABOVE.

Date:

Drawn by:

THULE AB GREENLAND

(402) 995-2230

Project Number:

WWCX071036P4

FEBRUARY 2011

T/DN

MARK A. HUCKLE

Soils A

US AIR FORCE SPACE COMMAND

REPAIR APRONS, PHASE IV

0 30’30’

SCALE.

INCH FEET=301

SITE PLAN

BASIC

C-3

TH10C003.DGN

KEY PLAN

NO SCALE

NOTES:

NO SCALE

6" SPACE

ACC SHOULDER

PAVEMENT

6" WIDE RED

6" WIDE RED EDGE OF TAXIWAY

PAVEMENT

TAXIWAY EDGE MARKING DETAIL

APPLY NON-REFLECTIVE WHITE PAINT TO ALL NEW ACC PAVEMENT SURFACES

PRIOR TO MARKING NON-REFLECTIVE PAVEMENT MARKINGS.

ALL TAXIWAY CENTERLINE AND EDGE MARKINGS SHALL BE SOLID, CONTINUOUS,

NON-REFLECTIVE RED LINES SIX INCHES WIDE.

ALL SHOULDER MARKINGS SHALL BE SOLID, NON-REFLECTIVE RED LINES 3 FEET

WIDE. SHOULDER MARKINGS SHALL PLACED TO WITHIN 3 FEET OF THE EDGE OF

THE SHOULDER OR FOR A TOTAL LENGTH OF 25’ MAX. WHICHEVER IS LESS.

4. THE CONTRACTOR SHALL COORDINATE ALL NEW PAVEMENT MARKING LOCATIONS

WITH THE THULE AB AIRFIELD MANAGER PRIOR TO INITIATING PAVEMENT MARKING

OPERATIONS.

5. EXISTING PAVMENT MARKINGS REMOVED OR MARRED BY THE CONTRACTOR’S OPERATIONS

SHALL BE REPLACED WITH NEW PAVEMENT MARKINGS BY THE CONTRACTOR AT HIS EXPENSE.

Unpaved

Area

R =5

Ex. ACC Apron

10’

R =1

Unpaved

Area

Edge of Ex. ACC

Apron Shoulder

New ACC Shoulder

Taxiway Centerline Marking - Typ.

(Red)

Taxiway Centerline Marking - Typ.

(Red)

Unpaved

Area

R =4

Unpaved

Area

Edge of Ex.

ACC Apron

Ex. ACC Apron

R =4

10’

Shoulder Marking

- Typ. (Red)

Taxiway Edge Marking - Typ.

(Red)

Taxiway Edge Marking - Typ.

(Red)

New ACC Apron

Submitted by:

Chief: Section

Spec. No.:

Contract No.:

Plot Scale Ratio:

Design File:

Sheet reference number:

Date:

Symbol Date Approved

Revisions

Descriptions

$$ - THINK VALUE ENGINEERING - $$

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

12345

5 4 3 2 1

DACA 45

ALL SCALES SHOWN ARE BASED ON A STANDARD DRAWING SIZE OF 28" X 40" OR

METRIC DRAWING SIZE OF 841mm X 594mm. IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

THE CONTRACTOR SHALL ALSO ADVISE HIS SUB-CONTRACTORS OF THE ABOVE.

Date:

Drawn by:

THULE AB GREENLAND

(402) 995-2230

Project Number:

MARK A. HUCKLE

Soils A

US AIR FORCE SPACE COMMAND

REPAIR APRONS, PHASE IV

0 30’30’

SCALE.

INCH FEET=301

SITE PLAN

BASIC & OPTION #1

C-3A

TH10C003A.DGN

KEY PLAN

NO SCALE

NOTES:

NO SCALE

6" SPACE

ACC SHOULDER

PAVEMENT

6" WIDE RED

6" WIDE RED EDGE OF TAXIWAY

PAVEMENT

TAXIWAY EDGE MARKING DETAIL

APPLY NON-REFLECTIVE WHITE PAINT TO ALL NEW ACC PAVEMENT SURFACES

PRIOR TO MARKING NON-REFLECTIVE PAVEMENT MARKINGS.

ALL TAXIWAY CENTERLINE AND EDGE MARKINGS SHALL BE SOLID, CONTINUOUS,

NON-REFLECTIVE RED LINES SIX INCHES WIDE.

ALL SHOULDER MARKINGS SHALL BE SOLID, NON-REFLECTIVE RED LINES 3 FEET

WIDE. SHOULDER MARKINGS SHALL PLACED TO WITHIN 3 FEET OF THE EDGE OF

THE SHOULDER OR FOR A TOTAL LENGTH OF 25’ MAX. WHICHEVER IS LESS.

THE CONTRACTOR SHALL COORDINATE ALL NEW PAVEMENT MARKING LOCATIONS

WITH THE THULE AB AIRFIELD MANAGER PRIOR TO INITIATING PAVEMENT MARKING

OPERATIONS.

5. EXISTING PAVMENT MARKINGS REMOVED OR MARRED BY THE CONTRACTOR’S OPERATIONS

SHALL BE REPLACED WITH NEW PAVEMENT MARKINGS BY THE CONTRACTOR AT HIS EXPENSE.

Unpaved

Area

R =5

Ex. ACC Apron

10’

R =1

Unpaved

Area

Edge of Ex. ACC

Apron Shoulder

New ACC Shoulder

Unpaved

Area

Ex. ACC Apron

R =4

10’

Shoulder Marking

- Typ. (Red)

Unpaved

Area

N 39,339.826

E 23,610.625

N 39,449.264

E 23,593.965

25’ 37.5’

R =1

Taxiway Centerline Marking - Typ.

(Red)

R=25’

R=150’

R =15

R =12

R =4

N 39,383.890

E 23,540.394

N 39,378.069

E 23,541.583

Taxiway Centerline Marking - Typ.

(Red)

N 39,630.750

E 23,417.413

N 39,259.986

E 23,369.899

N 39,298.363

E 23,621.994

N 39,429.432

E 23,344.104

Edge of Ex.

ACC Apron

Taxiway Edge Marking - Typ.

(Red)

Taxiway Edge Marking - Typ.

(Red)

R =1

New ACC Apron

Submitted by:

Chief: Section

Spec. No.:

Contract No.:

Plot Scale Ratio:

Design File:

Sheet reference number:

Date:

Symbol Date Approved

Revisions

Descriptions

$$ - THINK VALUE ENGINEERING - $$

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

12345

5 4 3 2 1

DACA 45

ALL SCALES SHOWN ARE BASED ON A STANDARD DRAWING SIZE OF 28" X 40" OR

METRIC DRAWING SIZE OF 841mm X 594mm. IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

THE CONTRACTOR SHALL ALSO ADVISE HIS SUB-CONTRACTORS OF THE ABOVE.

Date:

Drawn by:

THULE AB GREENLAND

(402) 995-2230

Project Number:

MARK A. HUCKLE

Soils A

US AIR FORCE SPACE COMMAND

REPAIR APRONS, PHASE IV

0 30’30’

SCALE.

INCH FEET=301

GRADING PLAN

BASIC

C-4

TH10C004.DGN

KEY PLAN

NO SCALE

Unpaved

Area Unpaved

Area

Ex. ACC Apron

Unpaved

Area

Unpaved

Area

Ex. ACC Apron

Edge of Ex. ACC

Apron Shoulder

Edge of Ex.

ACC Apron

C-6

C-4

EXISTING CONTOUR

LEGEND:

NEW CONTOUR

NOTES:

APRON GRADES AND SPOT ELEVATIONS PROVIDED ARE BASED ON

TOPOGRAPHICAL SURVEYS CONDUCTED BY THE OMAHA DISTRICT

CORPS OF ENGINEERS IN 2002 AND 2003. THE CONTRACTOR SHALL

CONDUCT AN INDEPENDENT TOPOGRAPHICAL SURVEY FOR ALL AREAS

OF WORK WITHIN THIS PROJECT AFTER NOTICE TO PROCEED HAS

BEEN ISSUED BY THE CONTRACTING OFFICER. THE CONTRACTOR

SHALL ANTICIPATE SIGNIFICANT DIFFERENCES IN VERTICAL ELEVATION

WHEN COMPARING ELEVATIONS BETWEEN THE CONTRACTOR’S TOPO-

GRAPHICAL SURVEY AND THE OMAHA DISTRICT CORPS OF ENGINEER’S

TOPOGRAPHICAL SURVEY PROVIDED. IT SHALL BE THE CONTRACTOR’S

RESPONSIBILITY TO ADJUST GRADES AND SPOT ELEVATIONS TO MATCH

THE CONTRACTOR’S TOPOGRAPHICAL SURVEY VERTICAL ELEVATIONS.

ADJUSTED GRADES AND SPOT ELEVATIONS SHALL BE SUBMITTED BY

THE CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER

60 CALENDAR DAYS PRIOR TO INITIATION OF REMOVALS. THE

CONTRACTOR SHALL INCLUDE ALL COSTS ASSOCIATED WITH HIS TOPO-

GRAPHICAL SURVEY AND ENGINEERING SERVICES REQUIRED TO ADJUST

APRON GRADES AND SPOT ELEVATIONS IN HIS BASE BID.

Submitted by:

Chief: Section

Spec. No.:

Contract No.:

Plot Scale Ratio:

Design File:

Sheet reference number:

Date:

Symbol Date Approved

Revisions

Descriptions

$$ - THINK VALUE ENGINEERING - $$

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

12345

5 4 3 2 1

DACA 45

ALL SCALES SHOWN ARE BASED ON A STANDARD DRAWING SIZE OF 28" X 40" OR

METRIC DRAWING SIZE OF 841mm X 594mm. IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

THE CONTRACTOR SHALL ALSO ADVISE HIS SUB-CONTRACTORS OF THE ABOVE.

Date:

Drawn by:

THULE AB GREENLAND

(402) 995-2230

Project Number:

WWCX071036P4

FEBRUARY 2011

BM Brass Cap N 39741.475 E 23756.119 El. not given

T/DN

C o n

Fuel MH 12"

Fuel MH 8"

Fuel MH 30"

Fuel MH 24

Fuel MH 30"

Fuel MH 24"

Fuel MH 12"

Fuel MH 8"

Fuel MH 12"

Fuel MH 8"

T/DN

X168.34

X167.57

X173.13

X173.77

X176.18

X173.52

X179.43

X178.09 X179.53

X171.76

X171.43

X177.66

MARK A. HUCKLE

Soils A

US AIR FORCE SPACE COMMAND

REPAIR APRONS, PHASE IV

0 30’30’

SCALE.

INCH FEET=301

GRADING PLAN

BASIC & OPTION #1

TH10C004A.DGN

C-4A

KEY PLAN

NO SCALE

Unpaved

Area Unpaved

Area

Ex. ACC Apron

Unpaved

Area

Ex. ACC Apron C

Edge of Ex.

ACC Apron

Edge of Ex. ACC

Apron Shoulder

C-4A

C-6A

A C

Unpaved

Area

A C

EXISTING CONTOUR

LEGEND:

NEW CONTOUR

NOTES:

APRON GRADES AND SPOT ELEVATIONS PROVIDED ARE BASED ON

TOPOGRAPHICAL SURVEYS CONDUCTED BY THE OMAHA DISTRICT

CORPS OF ENGINEERS IN 2002 AND 2003. THE CONTRACTOR SHALL

CONDUCT AN INDEPENDENT TOPOGRAPHICAL SURVEY FOR ALL AREAS

OF WORK WITHIN THIS PROJECT AFTER NOTICE TO PROCEED HAS

BEEN ISSUED BY THE CONTRACTING OFFICER. THE CONTRACTOR

SHALL ANTICIPATE SIGNIFICANT DIFFERENCES IN VERTICAL ELEVATION

WHEN COMPARING ELEVATIONS BETWEEN THE CONTRACTOR’S TOPO-

GRAPHICAL SURVEY AND THE OMAHA DISTRICT CORPS OF ENGINEER’S

TOPOGRAPHICAL SURVEY PROVIDED. IT SHALL BE THE CONTRACTOR’S

RESPONSIBILITY TO ADJUST GRADES AND SPOT ELEVATIONS TO MATCH

THE CONTRACTOR’S TOPOGRAPHICAL SURVEY VERTICAL ELEVATIONS.

ADJUSTED GRADES AND SPOT ELEVATIONS SHALL BE SUBMITTED BY

THE CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER

60 CALENDAR DAYS PRIOR TO INITIATION OF REMOVALS. THE

CONTRACTOR SHALL INCLUDE ALL COSTS ASSOCIATED WITH HIS TOPO-

GRAPHICAL SURVEY AND ENGINEERING SERVICES REQUIRED TO ADJUST

APRON GRADES AND SPOT ELEVATIONS IN HIS BASE BID.

Submitted by:

Chief: Section

Spec. No.:

Contract No.:

Plot Scale Ratio:

Design File:

Sheet reference number:

Date:

Symbol Date Approved

Revisions

Descriptions

$$ - THINK VALUE ENGINEERING - $$

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

12345

5 4 3 2 1

DACA 45

ALL SCALES SHOWN ARE BASED ON A STANDARD DRAWING SIZE OF 28" X 40" OR

METRIC DRAWING SIZE OF 841mm X 594mm. IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

THE CONTRACTOR SHALL ALSO ADVISE HIS SUB-CONTRACTORS OF THE ABOVE.

Date:

Drawn by:

THULE AB GREENLAND

(402) 995-2230

Project Number:

WWCX071036P4

FEBRUARY 2011

BM Brass Cap N 39741.475 E 23756.119 El. not given

T/DN

C o n

Fuel MH 12"

Fuel MH 8"

Fuel MH 30"

Fuel MH 24

Fuel MH 30"

Fuel MH 24"

Fuel MH 12"

Fuel MH 8"

Fuel MH 12"

Fuel MH 8"

T/DN

X168.34

X167.57

X173.13

X173.77

X176.18

X173.52

X179.43

X178.09 X179.53

X171.76

X171.43

X177.66

MARK A. HUCKLE

Soils A

US AIR FORCE SPACE COMMAND

REPAIR APRONS, PHASE IV

0 30’30’

SCALE.

INCH FEET=301

SPOT ELEVATION PLAN

BASIC

C-5

TH10C005.DGN

X NEW PAVEMENT SPOT ELEVATION

LEGEND:

KEY PLAN

NO SCALE

X X

15’ (Typ.)

Ex. ACC Apron

Unpaved

Area

Unpaved

Area

Ex. ACC Apron

Unpaved

Area Unpaved

Area

Edge of Ex. ACC

Apron Shoulder

Edge of Ex.

ACC Apron

15’ (Typ.)

N 39,634.290

E 23,431.994

N 39,460.074

E 23,477.258

Apron Spot

Elevation

Grid Origin

Submitted by:

Chief: Section

Spec. No.:

Contract No.:

Plot Scale Ratio:

Design File:

Sheet reference number:

Date:

Symbol Date Approved

Revisions

Descriptions

$$ - THINK VALUE ENGINEERING - $$

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

12345

5 4 3 2 1

DACA 45

ALL SCALES SHOWN ARE BASED ON A STANDARD DRAWING SIZE OF 28" X 40" OR

METRIC DRAWING SIZE OF 841mm X 594mm. IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

THE CONTRACTOR SHALL ALSO ADVISE HIS SUB-CONTRACTORS OF THE ABOVE.

Date:

Drawn by:

THULE AB GREENLAND

(402) 995-2230

Project Number:

MARK A. HUCKLE

Soils A

US AIR FORCE SPACE COMMAND

REPAIR APRONS, PHASE IV

0 30’30’

SCALE.

INCH FEET=301

SPOT ELEVATION PLAN

BASIC & OPTION #1

C-5A

TH10C005A.DGN

KEY PLAN

NO SCALE

X NEW PAVEMENT SPOT ELEVATION

LEGEND:

X X

15’ (Typ.)

Ex. ACC Apron

Unpaved

Area

Unpaved

Area

Ex. ACC Apron

Unpaved

Area

Edge of Ex. ACC

Apron Shoulder

15’ (Typ.)

N 39,634.290

E 23,431.994

N 39,460.074

E 23,477.258

Unpaved

Area

Edge of Ex.

ACC Apron

X X

15’ (Typ.)

Apron Spot

Elevation

Grid Origin

Taxiway Spot

Elevation

Grid Origin

N 39,277.003

E 23,392.644

Submitted by:

Chief: Section

Spec. No.:

Contract No.:

Plot Scale Ratio:

Design File:

Sheet reference number:

Date:

Symbol Date Approved

Revisions

Descriptions

$$ - THINK VALUE ENGINEERING - $$

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

12345

5 4 3 2 1

DACA 45

ALL SCALES SHOWN ARE BASED ON A STANDARD DRAWING SIZE OF 28" X 40" OR

METRIC DRAWING SIZE OF 841mm X 594mm. IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

THE CONTRACTOR SHALL ALSO ADVISE HIS SUB-CONTRACTORS OF THE ABOVE.

Date:

Drawn by:

THULE AB GREENLAND

(402) 995-2230

Project Number:

MARK A. HUCKLE

Soils A

NOTES:

ASECTION

Vari es

See Note 3

Ex. Apron Pavement New Apron Pavement

BSECTION

Vari es

New Apron PavementUnpaved Area

1’ (Typ.)

US AIR FORCE SPACE COMMAND

REPAIR APRONS, PHASE IV

CSECTION

Vari es

See Note 3

New Apron Pavement Ex. Apron Pavement

Existing 5" ACC

DSECTION

Var ies

10’

New Apron Pavement

New 2" ACC (Typ.)

See Note 3

ACC Shoulder

3’

’ (T y p

3’

’ (T y p

3’

’ (T y p

Existing 5" ACC

New

5" ACC

Meet Existing

Grade (Typ.)

See Note 4

Existing

Grade

New

5" ACC

Meet Existing Grade (Typ.)

See Note 4

See

Note 3

New

5" ACC

See Note

2 & 4

New Apron Pavement;

Proof Roll top of New

& Exist. Subbase Course.

New Apron Pavement;

Proof Roll top of New

& Exist. Subbase Course.

New Apron Pavement;

Proof Roll top of New

& Exist. Subbase Course.

New Shoulder Pavement:

2. MEET EXISTING SURFACE GRADE AT 10 FEET FROM APRON EDGE LINE.

3. APPLY PRIME COAT TO TOP OF NEW GCA BASE COURSE PRIOR TO PAVING.

4. CLEAN EXPOSED CONCRETE OR ASPHALT FACE AND APPLY TACK COAT PRIOR TO

PAVING.

REQUIREMENTS SHALL MEET THOSE GIVEN IN SPECIFICATION 32 11 16 SUBBASE COURSE.

NOT EXCAVATE EXISTING BASE COURSE WITHIN 3 FEET OF REMOVAL LIMITS UNTIL

JUST PRIOR TO PLACEMENT OF NEW GRADED-CRUSHED AGGREGATE BASE COURSE.

1. FOR PAVEMENT REMOVAL NOTES SEE SHEET C-1.

C-4 C-6

C-6

TH10C006.DGN

PAVEMENT SECTIONS

BASIC

5. SCARIFY AND RECOMPACT TOP 6 INCHES OF EXISTING SUBBASE COURSE. COMPACTION

7. TO PREVENT UNDERMINING OF EXISTING PAVEMENTS TO REMAIN, THE CONTRACTOR SHALL

6. SEE SPECIFICATION 32 11 16 SUBBASE (NFS) FOR PROOF ROLLING REQUIREMENTS.

See Note 7

Exist. Subbase Course

See Note 5

See Note 7

Exist. Subbase Course

See Note 5 (Typ.)

Exist. Subbase Course

See Note 5 (Typ.)

Proof Roll top of Exist.

Subbase Course.

ACC - Asphalt Cement Concrete

GCA - Graded-Crushed Aggregate

Exist. Subbase Course to be Removed & Replaced

See Note 8 (Typ.)

New 6" GCA

Base Course

See Note 8

Exist. Subbase Course to be Removed & Replaced

See Note 8 (Typ.)

New Apron Pavement;

Proof Roll top of New

Subbase Course.

New

5" ACC

New 6" GCA

Base Course

See Note 8

Exist. Subbase Course to be Removed & Replaced

See Note 8 (Typ.)

New 6" GCA

Base Course

See Note 8

Exist. Subbase Course to be Removed & Replaced

See Note 8 (Typ.)

New 6" GCA

Base Course

See Note 8

See

Note 3

New 6" GCA Base Course

8. EXISTING BASE AND SUBBASE COURSE SHALL BE REMOVED AND REPLACED WITH NEW

GRADED-CRUSHED AGGREGATE BASE COURSE AND NEW SUBBASE COURSE RESPECTIVELY.

THE CONTRACTOR SHALL ASSUME THAT ALL BASE COURSE AND SUBBASE COURSE REMOVED

IS CONTAMINATED. BASE AND SUBBASE COURSE SHALL BE TRANSPORTED TO AND STOCKPILED

AT THE CONTAMINATED SOIL TREATMENT AREA. NEW GRADED-CRUSHED AGGREGATE BASE

COURSE AND SUBBASE COURSE SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH

THE REQUIREMENTS GIVEN IN SPECIFICATION 32 11 23 GRADED-CRUSHED AGGREGATE

BASE COURSE AND SPECIFICATION 32 11 16 SUBBASE COURSE (NFS) RESPECTIVELY. FOR

ADDITIONAL CONTAMINATED MATERIAL EXCAVATION REQUIREMENTS SEE SPECIFICATION

SECTION 02 61 13 EXCAVATION OF CONTAMINATED SOIL.

Submitted by:

Chief: Section

Spec. No.:

Contract No.:

Plot Scale Ratio:

Design File:

Sheet reference number:

Date:

Symbol Date Approved

Revisions

Descriptions

$$ - THINK VALUE ENGINEERING - $$

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

OMAHA, NEBRASKA

12345

5 4 3 2 1

DACA 45

ALL SCALES SHOWN ARE BASED ON A STANDARD DRAWING SIZE OF 28" X 40" OR

METRIC DRAWING SIZE OF 841mm X 594mm. IF ANY OTHER SIZE DRAWINGS ARE

FURNISHED OR PLOTTED THE CONTRACTOR SHALL ADJUST THE SCALES ACCORDINGLY.

THE CONTRACTOR SHALL ALSO ADVISE HIS SUB-CONTRACTORS OF THE ABOVE.

Date:

Drawn by:

THULE AB GREENLAND

(402) 995-2230

Project Number:

MARK A. HUCKLE

Soils A

NOTES:

ASECTION

Vari es

See Note 3

Ex. Apron Pavement New Apron Pavement

BSECTION

Vari es

New Apron PavementUnpaved Area

1’ (Typ.)

US AIR FORCE SPACE COMMAND

REPAIR APRONS, PHASE IV

CSECTION

Vari es

See Note 3

New Apron Pavement Ex. Apron Pavement

Existing 5" ACC

DSECTION

Var ies

10’

New Apron Pavement

New 2" ACC (Typ.)

See Note 3

ACC Shoulder

3’

’ (T y p

3’

’ (T y p

3’

’ (T y p

SECTION

Vari es

S…

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Other files

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FA2523-11-R-0001 Repair Aprons Phase IV Questions and Answers.pdf	PDF	Jul 15, 2011
Atch 12 - Contractor Leased Equipment 1 page.pdf	PDF	Jun 30, 2011
Atch 11 - Past and Present Performance Questionnaire.pdf	PDF	Jun 30, 2011
Atch 10 - Shipping Characteristics 2 pages.pdf	PDF	Jun 30, 2011
Atch 04 - FA2523-11-R-0001 CDRL CEV-15B Hazardous Waste Management Plan 01 July 2010 Final	—	Jun 30, 2011
Atch 05 - FA2523-11-R-0001 CDRL CEV-15J Slug Mgmt Plan 01 Jul 2009 Final	—	Jun 30, 2011
Solicitation No FA2523-11-R-0001 Repair Aprons PH IV.pdf	PDF	Jun 30, 2011
Atch 09 - FA2523-11-R-0001 FGS Env Stds 24 July 03	—	Jun 30, 2011
Atch 07 - FA2523-11-R-0001 CDRL CEV-15C Spill Prevention-Response Plan 1 July 09 Final	—	Jun 30, 2011
Atch 08 - FA2523-11-R-0001 Executive Summary 24 Jul 2003	—	Jun 30, 2011
Atch 01 - FA2523-11-R-0001 Repair Aprons Phase IV Specifications	—	Jun 30, 2011
Atch 03 - FA2523-11-R-0001 CDRL CEV-15H Affirmative Procurement Plan 01 Jul 2010 Final	—	Jun 30, 2011
Atch 06 - FA2523-11-R-0001 CDRL CEV-15E Solid Waste Mgmt Plan 01 Jul 2010 Final	—	Jun 30, 2011

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File details come from the government source that posted it. Updated Nov 14, 2017.