Am_0002_DWGs.pdf

PDF 2 MB Posted Mar 2, 2022

Attached to: Repair Golf Taxiway, FY22, Construction
Solicitation number: W9128F22R0029
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

About this file

Written by GovTribe AI · Dec 27, 2023

This package includes design drawings and specifications for a federal construction project to repair a taxiway at Ellsworth Air Force Base in South Dakota. The project involves removing and replacing sections of the concrete taxiway pavement along with associated subbase, base course, and drainage work. Additional work includes relocating airfield lighting, installing a temporary displaced threshold, and establishing safety zones and haul routes. Construction will be phased to maintain aircraft operations, with the contractor allowed access to limited work zones at a time. The design drawings provide dimensions, material requirements, construction details, and a phasing plan to guide the repair work for the Golf Taxiway at the South Dakota base.

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Other files

File	Type	Posted
Am_0004.pdf	PDF	Mar 14, 2022
Am_0003.pdf	PDF	Mar 11, 2022
Am_0003-DWGs.pdf	PDF	Mar 11, 2022
Am_0002.pdf	PDF	Mar 2, 2022
Am_0001.pdf	PDF	Feb 15, 2022
W9128-F-22-R-0029.pdf	PDF	Feb 9, 2022
W9128F22R0029 - dwgs - REPAIR TAXIWAY GOLF.pdf	PDF	Feb 9, 2022

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®of Engineers

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DESIGN FILE FILE NUMBER SHEET NO. DESCRIPTION

GENERAL

EL89_CB502.DWG

EL89_CB501.DWG

EL89_CB201.DWG

EL89_CB102.DWG

EL89_CB101.DWG

EL89_G-003.DWG

EL89_G-002.DWG

EL89_G-001.DWG

AF 111-10-01

CB502

CB501

CB201

CB102

CB101

G-003

G-002

G-001

LOW PROFILED BARRICADE, CLOSED TAXIWAY CROSS AND ROPE & BARREL DETAILS

TEMPORARY DISPLACED THRESHOLD DETAILS

EQUIPMENT HEIGHT SAFETY PLAN

PHASING NOTES

PHASING PLAN

PROJECT LOCATION PLAN

INDEX OF DRAWINGS

COVER SHEET

INDEX

AF 111-10-01

GEOTECHNICAL

EL89_BB01.DWG BB01 SOIL BORING LOGS

AF 111-10-01

EXISTING CONDITIONS

EL89_VF102.DWG

EL89_VF101.DWG

EL89_VF100.DWG

VF102

VF101

VF100

EXISTING CONDITIONS PLAN - AREA B

EXISTING CONDITIONS PLAN - AREA A

OVERALL EXISTING CONDITIONS PLAN - AREA 1

AF 111-10-01

CIVIL

EL89_CG502.DWG

EL89_CG501.DWG

EL89_CG402.DWG

EL89_CG401.DWG

EL89_CG203.DWG

EL89_CG202.DWG

EL89_CG201.DWG

EL89_CG101.DWG

EL89_CP801.DWG

EL89_CP701.DWG

EL89_CP504.DWG

EL89_CP503.DWG

EL89_CP502.DWG

EL89_CP501.DWG

EL89_CP402.DWG

EL89_CP401.DWG

EL89_CP201.DWG

EL89_CP101.DWG

EL89_CP100.DWG

EL89_CD201.DWG

EL89_CD104.DWG

EL89_CD103.DWG

EL89_CD102.DWG

EL89_CD101.DWG

CG502

CG501

CG402

CP401

CG203

CG202

CG201

CG101

CP801

CP701

CP504

CP503

CP502

CP501

CP402

CP401

CP201

CP101

CP100

CD201

CD104

CD103

CD102

CD101

SUBDRAIN DETAILS

HEAVY DUTY SUBDRAIN MANHOLE DETAILS

SPOT ELEVATION PLAN - AREA B

SPOT ELEVATION PLAN - AREA A

SUBDRAIN LINES D & E PROFILES

SUBDRAIN LINES B (CONT) & C PROFILES

SUBDRAIN LINES A & B PROFILES

GRADING PLAN - AREA 1

PAVEMENT MARKING DETAILS

PAVEMENT MARKING PLAN - AREA 1

STATIC GROUNDING POINT DETAILS

REINFORCEMENT DETAILS

JOINT SEALANT DETAILS

JOINT DETAILS

JOINT LAYOUT PLAN - AREA B

JOINT LAYOUT PLAN - AREA A

PAVEMENT REPLACEMENT SECTIONS

PAVING PLAN - AREA 1

GEOMETRIC CONTROL PLAN

PAVEMENT REMOVAL SECTIONS

PAVEMENT AND PAVEMENT MARKING REMOVAL PLAN - AREA 4

PAVEMENT AND PAVEMENT MARKING REMOVAL PLAN - AREA 3

PAVEMENT AND PAVEMENT MARKING REMOVAL PLAN - AREA 2

PAVEMENT AND PAVEMENT MARKING REMOVAL PLAN - AREA 1

AF 111-10-01

ELECTRICAL

EL89_ES509.DWG

EL89_ES508.DWG

EL89_ES507.DWG

EL89_ES506.DWG

EL89_ES505.DWG

EL89_ES504.DWG

EL89_ES503.DWG

EL89_ES502.DWG

EL89_ES501.DWG

EL89_ES101.DWG

EL89_ED105.DWG

EL89_ED104.DWG

EL89_ED103.DWG

EL89_ED102.DWG

EL89_ED101.DWG

ES509

ES508

ES507

ES506

ES505

ES504

ES503

ES502

ES501

ES101

ED105

ED104

ED103

ED102

ED101

AIRFIELD LIGHTING ELEVATED RUNWAY GUARD LIGHT (RGL) DETAILS

AIRFIELD LIGHTING JUNCTION CAN PLAZAS (JCP) AND DUCTBANK DETAILS

AIRFIELD LIGHTING TEMPORARY PAPI DETAILS

AIRFIELD LIGHTING SIGNAGE DETAILS

AIRFIELD LIGHTING CONDUIT DETAILS

AIRFIELD LIGHTING EDGE LIGHTING DETAILS

AIRFIELD LIGHTING ELECTRICAL SITE PLAN - AREA 1

AIRFIELD LIGHTING ELECTRICAL DEMOLITION PLAN - AREA 5

AIRFIELD LIGHTING ELECTRICAL DEMOLITION PLAN - AREA 4

AIRFIELD LIGHTING ELECTRICAL DEMOLITION PLAN - AREA 3

AIRFIELD LIGHTING ELECTRICAL DEMOLITION PLAN - AREA 2

AIRFIELD LIGHTING ELECTRICAL DEMOLITION PLAN - AREA 1

X X

XX XX XX XX XX

STAGING AREA (APPROX. 6.5 ACRES)

CONTRACTOR BATCH PLANT /

(CONTRACTOR FREE ZONE LIMITS)

ROPE AND BARREL FENCE

SEE BATCH PLANT NOTE 1

EXISTING POLE MOUNTED TRANSFORMER

(CONTRACTOR FREE ZONE LIMITS)

ROPE AND BARREL FENCE

(CONTRACTOR FREE ZONE LIMITS)

ROPE AND BARREL FENCE

(CONTRACTOR FREE ZONE LIMITS)

ROPE AND BARREL FENCE

ZONE LIMITS)

(CONTRACTOR FREE

LOW PROFILE BARRICADES

BARRICADES

LOW PROFILE

THRU CD104 FOR TEMPORARY RUNWAY MARKING LOCATIONS

OF TAXIWAY GOLF CONSTRUCTION (TYP.) - SEE SHEETS CD101

MARKINGS TO BE REMOVED AND REPLACED AFTER COMPLETION

EXISTING 3' X 100' REFLECTIVE WHITE RUNWAY CENTERLINE

THRESHOLD

TEMPORARY DISPLACED

PREVENT TRACKING MUD ONTO MENOHER ROAD

INSTALL CONSTRUCTION ENTRANCE TO

SEE NOTES 8 & 9

ENTRY CONTROL POINT (ECP)

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SEE BATCH PLANT NOTE 2

EXISTING FIRE HYDRANT

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SCALE: 1" = 200' - 0"

ROPE AND BARREL FENCING - SEE NOTE 5

CONTRACTOR HAUL ROUTE

NOTES:

LEGEND:

LOW PROFILE BARRICADES - SEE NOTE 5

OFFICER, 14 DAYS IN ADVANCE OF CONNECTING TO THE WATER SUPPLY.

TO THE BATCH PLANT. NOTIFY ELLSWORTH AFB CES, THROUGH THE CONTRACTING

CONTRACTOR TO PROVIDE OWN CONNECTION AND MEANS OF CONVEYING WATER

INSTALL A BACKFLOW PREVENTER DOWNSTREAM OF THE WATER SUPPLY.

SHOWN AT NO EXPENSE TO THE CONTRACTOR. CONTRACTOR TO PROVIDE AND

2. WATER AVAILABLE FOR CONTRACTOR USE WITHIN THE BATCH PLANT LOCATION

ADVANCE OF CONNECTING TO THE POWER SOURCE.

NOTIFY ELLSWORTH AFB CES, THROUGH THE CONTRACTING OFFICER, 14 DAYS IN

THE TRANSFORMER BENEATH MENOHER ROAD TO THE BATCH PLANT LOCATION.

THE BATCH PLANT AND OTHER FACILITIES. JACK-AND-BORE THE POWER LINE FROM

CONNECT HIS OWN STEP-DOWN TRANSFORMER TO PROVIDE USABLE POWER FOR

SHOWN AT NO EXPENSE TO THE CONTRACTOR. CONTRACTOR TO PROVIDE AND

1. POWER AVAILABLE FOR CONTRACTOR USE WITHIN THE BATCH PLANT LOCATION

BATCH PLANT NOTES:

ADVERTISEMENT SET

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REMOVING THE SWING GATE AND REINSTALLING THE SECURITY FENCING.

COMPLETION OF THE PROJECT RETURN THE FENCE TO IT'S EXISTING CONDTION BY

CHAIN LINK SWING GATE WITH LOCK TO ACCESS THE WORK LOCATION. AT THE

9. NO GATE CURRENTLY EXISTS THAT THE EXP LOCATION SHOWN. INSTALL A NEW

WEEKS FOR THE REQUEST TO BE CONSIDERED.

REQUEST ADDITIONAL HOURS, THROUGH THE CONTRACTING OFFICER. ALLOW 2

WILL BE MANNED THE SAME HOURS AS THE BISMARK GATE. CONTRACTOR MAY

8. ENTRY CONTROL POINT TO BE MANNED BY GOVERNMENT PERSONNEL. THE ECP

AT ALL LOCATIONS WHERE FREE ZONE LIMITS CROSS NON-PAVED (TURFED) AREAS.

PAVEMENTS INCLUDING SHOULDER PAVEMENT. INSTALL ROPE AND BARREL FENCE

BARRICADES AT ALL LOCATIONS WHERE FREE ZONE LIMITS CROSS PAVED AIRFIELD

PROFILE BARRICADES AND ROPE AND BARREL FENCING. INSTALL LOW PROFILE

7. CONTRACTOR FREE ZONE TO BE DELINEATED BY A COMBINATION OF LOW

TEMPORARY DISPLACED THRESHOLD REQUIREMENTS.

6. SEE SHEETS CD101 THRU CD104 AND ED101 THRU ED104 FOR ADDITIONAL

DETAILS.

5. SEE SHEET CB502 FOR LOW PROFILE BARRICADE AND ROPE AND BARREL FENCE

4. SEE SHEET CB501 FOR TEMPORARY DISPLACED THRESHOLD DETAILS.

3. SEE SHEET CB201 FOR EQUIPMENT HEIGHT SAFETY PLAN.

2. SEE SHEET CB102 FOR PHASING NOTES.

TRAILER AREA AND HAUL ROUTE REQUIREMENTS.

1. SEE SHEET G-003 FOR CONTRACTOR STAGING / STORAGE / BATCH PLANT /

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THROUGH THE CONTRACTING OFFICER, 60 DAYS PRIOR TO BEGINNING ANY WORK ON ELLSWORTH AFB.

P. PROVIDE ALL REQUIRED INFORMATION FOR THE AIRFIELD MANAGER TO SUBMIT FAA FORM 7460-1 TO THE AIRFIELD MANAGER, OFFICER'S SATISFACTION.

AIRFIELD LIGHTS AND/OR NAVAIDS AT NO ADDITIONAL COST TO THE GOVERNMENT. REPAIR ALL DAMAGES TO THE CONTRACTING

NAVAIDS IS DAMAGED BY THE CONTRACTOR, IMMEDIATELY NOTIFY THE CONTRACTING OFFICER. REPAIR OR REPLACE THE DAMAGED

O. PROTECT ALL EXISTING AIRFIELD LIGHTS AND/OR NAVAIDS DURING CONSTRUCTION. IF AN EXISTING AIRFIELD LIGHTS AND/OR

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

N. COMPLY WITH ALL ASPECTS OF UFC 3-260-01, SECTION 14 CONSTRUCTION PHASING PLAN AND OPERATIONAL SAFETY ON AIRFIELDS

M. MAXIMUM EQUIPMENT HEIGHT ALLOWABLE ON TAXIWAY G SHALL NOT EXCEED 20'.

3. GENERAL REQUIREMENTS (CON'T)

CONTROLLED LANDS.

L. ALL SUBGRADE, BASE COUSE, CONCRETE AND ASPHALT REMOVED AS PART OF THIS PROJECT SHALL BE DISPOSED OF OFF GOVERNMENT

OVERRUN PAVEMENT, DURING CONSTRUCTION.

K. STOCKPILING OF BASE COURSE AND SUBGRADE MATERIALS WILL NOT BE ALLOWED ON ANY AIRFIELD PAVEMENTS, INCLUDING SHOULDER AND

ANY TIME. STEEL BUCKET OR BLADE EQUIPMENT MAY BE USED TO REMOVE/REPLACE EXISTING BASE AND SUBGRADE MATERIALS.

J. DO NOT OPERATE STEEL BUCKET OR BLADE EQUIPMENT WITH THE BUCKET OR BLADE IN DIRECT CONTACT WITH ANY PAVEMENT TO REMAIN AT

CHANGE.

CONTRACTOR MAY REQUEST EXTENDED HOURS OF GATE ACCESS THROUGH THE CONTRACTING OFFICER. GATE HOURS ARE SUBJECT TO

THE SAME HOURS AS THE BISMARK GATE. SEE HAUL ROUTE NOTE 7 ON SHEET G-003 FOR GATE HOURS. FOURTEEN DAYS IN ADVANCE, THE

CONTRACTOR'S ACCESS POINT TO THE CONSTRUCTION SITE, WILL BE MANNED BY GOVERNMENT SECURITY FORCES. THE ECP WILL BE MANNED

SCHEDULE PERSONNEL ACCESS AND MATERIAL DELIVERIES TO AVOID DELAYS. THE ENTRY CONTROL POINT (ECP), WHICH SHALL BE USED AS THE

ONLY ONE SET OF GOVERNMENT SECURITY FORCES WILL BE INSPECTING VEHICLES ONE VEHICLE AT A TIME. THEREFORE, STRATEGICALLY

I. ALL CONTRACTOR VEHICLES AND EQUIPMENT WILL BE INSPECTED BY GOVERNMENT SECURITY FORCES PRIOR TO ACCESS TO ELLSWORTH AFB.

H. COORDINATE ALL WORK NEAR THE AIRFIELD WITH THE AIRFIELD MANAGER AND BASE OPERATIONS.

WITHIN ONE HOUR OF BEING NOTIFIED BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

AND BARREL FENCING. INITIATE AND COMPLETE REPAIRS OF LOW PROFILE BARRICADES AND HAZARD LIGHTS AND ROPE AND BARREL FENCING

G. HAVE A PERSON AVAILABLE 24 HOURS A DAY FOR EMERGENCY MAINTENANCE OF LOW PROFILE BARRICADES AND HAZARD LIGHTS AND ROPE

F. MAINTAIN ALL HAUL ROUTES SO THEY REMAIN PASSABLE AT ALL TIMES.

E. THE HAUL ROUTES WILL BE USED BY THE SECURITY POLICE AND BASE OPS DURING CONSTRUCTION.

D. RESTORE ALL HAUL ROUTES BACK TO ORIGINAL CONDITION BY REPAIRING POTHOLES, RUTS AND SOFT YIELDING SPOTS.

C. CONTINUOUSLY VACUUM SWEEP ALL HAUL ROUTES AND CONSTRUCTION AREA FREE ZONES.

AND POV PASSES FOR ALL VEHICLES AND MOBILE EQUIPMENT ACCESSING ELLSWORTH AFB.

TO THE CONSTRUCTION AREA ZONES. THE CONTRACTOR WILL REQUIRE EAL FOR ALL PERSONELL, INCLUDING SUBCONTRACTOR PERSONELL, ON SHEETS CB101. AFTER THE CONSTRUCTION FREE ZONE HAS BEEN ESTABLISHED THE CONTRACTOR WILL NOT BE REQUIRED TO BE ESCORTED

THRESHOLD. AN ESCORT WILL BE REQUIRED FOR ALL PERSONNEL IN CHARGE OF ESTABLISHING THE CONSTRUCTION FREE ZONES AS SHOWN

B. THE CONTRACTOR WILL REQUIRE CMA QUALIFIED ESCORTS FOR THIS FOR ALL PERSONNEL INSTALLING THE TEMPORARY DISPLACED

CONTINUOUSLY DURING CONTRACTOR HAULING OPERATIONS.

PAVEMENT VACUUMING TRUCK WHICH IS SPECIFICALLY MANUFACTURED TO CLEAN AIRFIELD PAVEMENTS. OPERATE THE VACUUM TRUCK

DEBRIS (FOD) IS PRESENT. REMOVE ALL FOD FOUND ON AIRFIELD PAVEMENTS WITHIN 1-HOUR OF DISCOVERY. PROVIDE A SELF-CONTAINED

PAVEMENTS TRAFFICKED BY THE CONTRACTOR'S CONSTRUCTION EQUIPMENT HOURLY BY THE CONTRACTOR TO DETERMINE IF FOREIGN OBJECT

A. ALL VEHICLES REQUIRE COMPANY MARKINGS, FLASHING BEACONS, AND FLIGHT LINE PASSES DISPLAYED. INSPECT ALL ACTIVE AIRFIELD

3. GENERAL REQUIREMENTS

TO MATCH EXISTING CONDITION PRIOR TO CONSTRUCTION.

B. RE-ESTABLISH EXISTING PAVEMENT MARKINGS AND ALL EXISTING UTILITIES WITHIN EACH CAZ REMOVED OR DAMAGED BY THE CONTRACTOR

FORMULA CONFORMING TO 32 12 15.13 HOT-MIX ASPHALT AIRFIELD PAVING.

SPECIFICATION 32 13 14.13 CONCRETE PAVEMENTS FOR AIRFIELDS AND OTHER HEAVY DUTY PAVEMENTS AND AN APPROVED HMA JOB MIX

A. NO DEMOLITION OF EXISTING AIRFIELD PAVEMENT UNTIL THE CONTRACTOR HAS AN APPROVED CONCRETE MIX DESIGN CONFORMING TO

2. CONSTRUCTION PHASING

RDR'S OVER ONE (1) WEEKEND. THE CONTRACTOR WILL REQUIRE CMA QUALIFIED ESCORTS FOR THIS WORK.

TEMPORARY PAPI FOUNDATIONS, REMOVE ALL DISPLACED THRESHOLD MARKINGS, INSTALL ALL NEW RUNWAY MARKINGS AND REINSTALL THE

3. AT THE COMPLETION OF ALL WORKTH WITHIN 250' OF THE RUNWAY EDGE, REMOVE THE TEMPORARY (RELOCATED) PAPI, REMOVE

ESCORTS FOR THIS WORK.

THRESHOLD MARKINGS, CONCURRENTLY. COMPLETE ALL WORK OVER ONE (1) WEEKEND. THE CONTRACTOR WILL REQUIRE CMA QUALIFIED

2. RELOCATE THE RUNWAY 13 END EXISTING PAPI, ADJUST THE RUNWAY DISTANCE REMAINING (RDR'S) SIGNS AND INSTALL ALL OF DISPLACED

CONTRACTOR WILL REQUIRE CMA QUALIFIED ESCORTS FOR THIS WORK.

RUNWAY 13 EXISTING PAPI INSTALLATION. SEE THE ELECTRICAL SITE SHEETS FOR THE TEMPORARY PAPI INSTALLATION LOCATIONS. THE

THRESHOLD MARKINGS AND LIGHTING, INSTALL THE TEMPORARY PAPI CONCRETE FOUNDATIONS THAT ARE REQUIRED FOR THE RELOCATED

1. FOURTEEN (14) DAYS IN ADVANCE OF RELOCATING THE EXISTING RUNWAY 13 END PAPI AND INSTALLATION OF THE TEMPORARY DISPLACED

REQUIRE CMA QUALIFIED ESCORTS FOR THIS WORK.

TEMPORARY DISPLACED THRESHOLD WILL OCCUR OUTSIDE OF THE CONSTRUCTION AREA FREE ZONE SHOWN ON CB101. THE CONTRACTOR WILL

C. INSTALL THE TEMPORARY DISPLACED THRESHOLD PRIOR TO BEGINNING ANY WORK ON TAXIWAY G. ALL WORK REQUIRED TO INSTALL THE

DISPLACED THRESHOLD.

B. NOTIFY THE AIRFIELD MANAGER, THROUGH THE CONTRACTING OFFICER'S REPRESENTATIVE, 30 DAYS IN ADVANCE OF INSTALLING THE

REQUIRED.

SECURITY FENCE AND ALL HAUL ROUTES SHOWN ON SHEET G-003 ARE CONSIDERED A FREE ZONE, I.E. A GOVERNMENT ESCORT IS NOT

ADDITIONAL HOURS ARE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER. ALL AREAS WITHIN THE AIRFIELD

AIRFIELD MANAGER, THROUGH THE CONTRACTING OFFICER. ACCESS TO AND FROM WORK AT THE SITE IS LIMITED TO DAYLIGHT HOURS UNLESS

A. ESTABLISH ACCESS TO THE SITE PRIOR TO INITIATING ANY WORK. COORDINATE ACCESS WITH AND OBTAIN APPROVAL BY THE ELLSWORTH AFB

1. WORK AREA & ACCESS LIMITATIONS

ADVANCE, THROUGH THE CONTRACTING OFFICER, COORDINATING WORK WITHIN EACH CONSTRUCTION AREA ZONE.

WITHIN THE TIME FRAME REQUIRED AND IS APPROVED BY THE CONTRACTING OFFICER. PROVIDE A TWENTY-ONE DAY WRITTEN NOTICE IN

(CAZ) AT ANY ONE TIME. DO NOT INITIATE WORK UNTIL THE CONTRACTOR'S SCHEDULE DEMONSTRATES THE ABILITY TO COMPLETE THIS WORK

FACILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE ALLOWED ACCESS TO A LIMITED NUMBER OF CONSTRUCTION AREA ZONES

PHASING, PROVIDED HEREIN, IS ESTABLISHED TO MAINTAIN AIRCRAFT OPERATIONAL CAPABILITY AND CONTINUAL ACCESS TO AIR FORCE

CONSTRUCTION PHASING NOTES

OFFICER.

OPERATIONS. THE CONTRACTOR WILL BE NOTIFIED 7 DAYS IN ADVANCE OF THE PLANNED SHUTDOWN BY THE CONTRACTING

A. THE CONTRACTOR SHALL EXPECT TO BE SHUT DOWN ONE WEEK EACH AUGUST AND NOT BE ALLOWED TO WORK DUE TO BASE

4. SPECIAL REQUIREMENTS

C B

E E E E E E

EEEEEEE

E E E

V E R T = 3268.656

M E

R = 24"

M A

L = R C P

V A

TIO

N = 3272.656

V E R T = 3267.770

M E

R = 24"

M A

L = R C P

V A

TIO

N = 3272.760

V E R T = 3268.809

M E

R = 6"

M A

L = IR

V A

TIO

N = 3272.760

V E R T = 3268.222

M E

R = 36"

M A

L = R C P

V A

TIO

N = 3272.760

V E R T = 3270.685

M E

R = 6"

M A

L = IR

V A

TIO

N = 3275.685

V E R T = 3271.180

M E

R = 6"

M A

L = IR

V A

TIO

N = 3275.685

V E R T = 3270.698

M E

R = 6"

M A

L = IR

V A

TIO

N = 3275.685

C O

O T B

C A

E R E

N D O

F P

D C 18-13

C O

R E 18-15

C O

R E 18-16

D C 18-14

D C 18-11

C O

R E 18-17

D C 18-12

D C 18-10

V E R T = 3266.575

M E

R = 6"

M A

L = IR

V A

TIO

N = 3272.325

V E R T = ~3277.78

M E

R = 6"

M A

L = D U C

TILE

V A

TIO

N = ~3281.94

V E R T = 3270.98

M E

R = 6"

M A

L = IR

V A

TIO

N = 3276.89

V E R T = 3274.32

M E

R = 6"

M A

L = D U C

TILE

V A

TIO

N = 3279.49

N E -S

W D

E P

F C O

N D

IT = 4.58'

N W -S

E D

E P

F C O

N D

IT = 5.50'

V . = 3274.00

A L M

A N

H O

N E -S

W D

E P

F C O

N D

IT = 4.6'

N W -S

E D

E P

F C O

N D

IT = 5.25'

V . = 3276.00

A L M

A N

H O

V E R T = 3275.01

M E

R = 6"

M A

L = D U C

TILE

V A

TIO

N = 3279.34

C B

TO BE REMOVED (TYP.)

TAXIWAY CENTERLINE

TO BE REMOVED (TYP.)

TAXIWAY CENTERLINE

TO BE REMOVED (TYP.)

TAXIWAY CENTERLINE

SEE NOTE 1 (TYP.)

SEE NOTE 2 (TYP.)

SEE NOTE 1 (TYP.)

SEE NOTES 8 THRU 12 (TYP.)

INSTALL NEW CHEVRON

SEE NOTE 2 (TYP.)

DESIGNATION MARKING

EXISTING RUNWAY 13

TO BE REMOVED (TYP.)

IRON SUBDRAIN LINE

EXISITNG 6" DUCTILE

TO BE REMOVED (TYP.)

IRON SUBDRAIN LINE

EXISITNG 6" DUCTILE

TO BE REMOVED (TYP.)

IRON SUBDRAIN LINE

EXISITNG 6" DUCTILE

TO BE REMOVED (TYP.)

IRON SUBDRAIN LINE

EXISITNG 6" DUCTILE

TO BE REMOVED (TYP.)

IRON SUBDRAIN LINE

EXISITNG 6" DUCTILE

TO BE REMOVED (TYP.)

IRON SUBDRAIN LINE

EXISITNG 6" DUCTILE

TO BE REMOVED (TYP.)

IRON SUBDRAIN LINE

EXISITNG 6" DUCTILE

TO REMAIN (TYP.)

IRON SUBDRAIN LINE

EXISITNG 6" DUCTILE

TO REMAIN (TYP.)

IRON SUBDRAIN LINE

EXISITNG 6" DUCTILE

TO REMAIN (TYP.)

IRON SUBDRAIN LINE

EXISITNG 6" DUCTILE

TO BE REMOVED (TYP.)

IRON SUBDRAIN LINE

EXISITNG 6" DUCTILE

TO BE REMOVED (TYP.)

EXISITNG SUBDRAIN MANHOLE

TO BE REMOVED (TYP.)

EXISITNG SUBDRAIN MANHOLE

MANHOLE TO REMAIN (TYP.)

EXISITNG SUBDRAIN

MANHOLE TO REMAIN (TYP.)

EXISITNG SUBDRAIN

TO BE REMOVED (TYP.)

EXISITNG SUBDRAIN MANHOLE

BAR TO REMAIN

EXISTING THRESHOLD

PRIOR TO PAVEMENT REMOVAL

SURVEY EXISTING MARKING

CABLING PRIOR TO ANY PAVEMENT DEMOLITION

THE JUNCTION BOX AND REMOVE THE ICE DETECTION

DISCONNECT EXISTING ICE DETECTION SENSOR AT

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

KEY PLAN

SCALE: 1" = 500' - 0"

2 3 4 5

C D

(T Y

(TYP.)

20'

(TYP.)

20'

(T Y

(TYP.)

20'

(T Y

(TYP.)

20'

(T Y

CD201

CD101

CD201

CD101

C D

20'

20'2

37.5'

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W W W W

143+00

144+00

145+00

146+00

147+00

148+00

149+00

150+00

151+00

152+00

0.2

0PT

4P I

12+

13+00

14+00

13+58.51

.0 0P I

D D

TO BE REMOVED

BREAKER / 21.5" PCC

12" PCC / 2 ACC BOND

REMOVED - SEE NOTE 13

4" TO 16" ACC TO BE

TO BE REMOVED

BREAKER / 17.5" PCC

12" PCC / 2 ACC BOND

NOTES:

LEGEND:

TO BE REMOVED

PAVEMENT MARKINGS

TO BE REMOVED

12" PCC (REINFORCED)

TO 4" AT EDGE OF SHOULDER.

TRANSITIONS FROM 16" ADJACENT TO CONCRETE

13" THICK. ASSUME THE EXISTNG ASPHALT

THICKNESS OF ASPHALT TO BE APPROXIMATELY

13. CORE 18-16 INDICATES THE EXISTING

DISPLACED THRESHOLD.

AIRFIELD MANAGER PRIOR TO INSTALLING THE

12. CONTRACTOR SHALL COORDINATE WITH THE

4" ACC TO BE REMOVED

W SEE NOTE 5

PAINT.

BE PAINTED DIRECTLY ON THE PAVEMENT WITH A HALF APPLICATION OF REFLECTIVE

11. ALL TEMPORARY MARKINGS REQUIRED FOR THE DISPLACED THRESHOLD SHALL

BLACK BORDER.

10. ALL TEMPORARY MARKINGS SHALL BE OUTLINED WITH A 6" NON-REFLECTIVE

THE EXACT LOCATION AS THE REMOVED CENTERLINE MARKINGS.

CB501 FOR MARKING REMOVAL DETAILS. INSTALL NEW CENTERLINE MARKINGS AT

THRESHOLD, THE CHEVRONS AND THE EXISTING CENTELRINE MARKINGS. SEE SHEET

9. AT THE COMPLETION OF THE PROJECT, REMOVE THE TEMPORARY DISPLACED

MARKING AND THE TEMPORARY DISPLACED THRESHOLD.

ALL EXISTING CENTERLINE MARKINGS BETWEEN THE RUNWAY 13 DESIGNATION

8. INTALL TEMPORARY CHEVRONS FOR THE TEMPORARY DISPLACED THRESHOLD ON

- THE JOINT BETWEEN THE RUNWAY AND TAXIWAY GOLF.

- THE JOINT BETWEEN SLABS OF DIFFERENT SIZES.

- THE JOINT ADJACENT TO STRUCTURES.

THICKENED EDGE EXPANSION JOINT EXISTS AT THE FOLLOWING LOCATIONS:

THE SURROUNDING PAVEMENT. THE CONTRACTOR SHALL ASSUME THAT A

ASSUME THAT THE PAVEMENT AT THAT LOCATION IS 1.3 TIMES THE THICKNESS OF

7. AT LOCATIONS OF THICKENED EDGE EXPANSION JOINTS, THE CONTRACTOR SHALL

HIS OWN EXPENSE.

OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY THE CONTRACTOR AT

INDICATED TO BE REMOVED, THAT ARE MARRED OR REMOVED BY THE CONTRACTOR'S

6. EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA, OR

A SQUARE OR RECTANGULAR SLAB.

DIMENSION EXCEEDS THE SHORTER ONE BY MORE THAN 25% OR IF THE SLAB IS NOT

IN BOTH DIRECTIONS. A SLAB IS CONSIDERED ODD-SHAPED IF THE LONGER

STRUCTURAL PENETRATIONS ARE REINFORCED WITH 0.05% STEEL DEFORMED BARS

5. ALL ODD-SHAPED SLABS, SLABS IDENTIFIED WITH A "W" AND SLABS WITH

COMPACT SUBBASE COURSE MATERIAL AS NECESSARY.

SECTION IS LESS THAN THE EXISTING PAVEMENT SECTION REMOVED, PLACE AND

CONSTRUCT THE NEW PAVEMENT SECTION. IN AREAS WHERE THE NEW PAVEMENT

PAVEMENT REMOVED, REMOVE EXISTING SUBGRADE MATERIAL AS NECESSARY TO

4. IN AREAS WHERE THE NEW PAVEMENT THICKNESS IS GREATER THAN THE EXISTING

REPLACEMENT SECTIONS, RESPECTIVELY.

3. SEE SHEETS CD201 AND SHEET CP201 FOR PAVEMENT REMOVAL AND PAVEMENT

CONTROLLED LANDS.

VERTICAL SAWCUT. ALL ACC SHALL BE DISPOSED OF OFF GOVERNMENT

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

FULL DEPTH, VERTICAL SAWCUT. SEE SHEET CD201 FOR SAWCUT DETAILS.

1. ALL PCC PAVEMENT REMOVALS SHALL BE INITIATED WITH A DOUBLE OR TRIPLE

...\EL\EL89\40000 Design Products\CAD_BIM\_Sheets\EL89_CD101

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A H

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T R

A P

O L A

V E

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A H

N E

W F -1

-C -0

F E

B R

U A

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E N

U M

B E

E N

A M

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S I

W F

E L L S

W O

R T

H A

F B S

O U

T H D

A K

O T

R E

P A

A X

A Y G

O L F

T R

E G

H U

C K

L E

G O

E R

G O

E R

A F

-1

-0

E L

C D

CD101

V E

M E

N T A

N D P

A V

E M

E N

T M

A R

G R

E M

O V

A L P

L A

A R

L E

R E

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SCALE: 1" = 50' - 0"

A M G

E N

E R

A L R

E V

N S

C O

M W

N G V

A U

T L

UGE

T O

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

KEY PLAN

SCALE: 1" = 500' - 0"

2 3 4 5

C P

CP201

CP101

CP201

CP101

C P

340' 503'

843'

37.5'

143+00

144+00

145+00

146+00

147+00

148+00

149+00

150+00

151+00

152+00

12+

13+00

14+00

LEGEND:

COURSE / 8" LIME MODIFIED SUBGRADE

4" STABILIZED DRAINAGE LAYER / 6" SUBBASE

NEW 3" ACC / 18" AGGREGATE BASE COURSE /

NOTES:

12" SUBBASE COURSE / 8" LIME MODIFIED SUBGRADE

NEW 21" PCC / 4" STABILIZIED DRAINAGE LAYER /

1. SEE SHEET CP100 GEOMETRIC CONTROL PLAN FOR DIMENSIONS.

NEW 3" ACC / 6" (MIN) AGGREGATE BASE COURSE

NEW 3" ACC / 6" (min) AGGREGATE BASE COURSE

...\EL\EL89\40000 Design Products\CAD_BIM\_Sheets\EL89_CP101

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A H

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T R

O M

A H

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W F -1

-C -0

F E

B R

U A

R Y

E N

U M

B E

E N

A M

A N

S I

E L L S

W O

R T

H A

F B S

O U

T H D

A K

O T

R E

P A

A X

A Y G

O L F

T R

E G

H U

C K

L E

G O

E R

G O

E R

A F

-1

-0

E L

C P .d

CP101

G P

L A

A R

L E

R E

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SCALE: 1" = 50' - 0"

A P

O L A

V E

N U

E W

ADVERTISEMENT SET

A M G

E N

E R

A L R

E V

N S

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

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R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

A d 1.

NOTES:

TABLE 1

A h DENOTES REINFORCED CONCRETE PAVEMENT DESIGN THICKNESS.

REINFORCING STEEL IS NOT CARRIED THROUGH JOINT.

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

SHEETS.

d h

TRANSVERSE CONTRACTION JOINT

D-DENOTES DOWEL DIAMETER

LAP

LONGITUDINAL CONSTRUCTION JOINT

DOWEL

D-DENOTES DOWEL DIAMETER

STEEL

REINFORCING

STEEL

REINFORCING

REINFORCING STEEL

SPACING IN REINFORCING MAT

MAXIMUM SPACING = ONE-HALF BAR

DOWELED JOINT

h d

1" d h d h

+1" d h

SECTION

BSECTION

d h

NOT TO SCALE

DETAIL FOR TERMINATION OF STEEL JOINT

THICKNESS

PAVEMENT

h d

21"

REBAR SIZE

#4 @ 12" C.C. EACH WAY

BAR MAT - 24 BAR DIAMETERS

LAP SPACING :

NOTE:

LENGTH OF SLAB

LONGITUDINAL CONSTRUCTION JOINT3"

T H O

F S

L A

LAP

TRANSVERSE CONTRACTION JOINT

BAR MAT

LENGTH OF MAT

L O

N G

U D

A L B

A R

S C T

O C O

F O

U T S

E W

T H O

F M

A T

L O

N G

U D

A L

B A

R S

P A

TRANSVERSE BAR SPACING

TRANSVERSE BAR DIAMETER

LONGITUDINAL BAR DIAMTER

NOT TO SCALE

DETAIL OF SLAB REINFORCEMENT

NOTE:

NOT TO SCALE

DETAIL OF BAR MAT

LENGTH OF LAP

BAR MAT - 24 BAR DIAMETERS

LAP SPACING :

...\EL\EL89\40000 Design Products\CAD_BIM\_Sheets\EL89_CP503

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A H

A D

T R

A P

O L A

V E

N U

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A H

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W F -1

-C -0

F E

B R

U A

R Y

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U M

B E

E N

A M

A N

S I

W F

E L L S

W O

R T

H A

F B S

O U

T H D

A K

O T

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P A

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O L F

T R

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H U

C K

L E

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G O

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C P .d w g

E N

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A L R

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CP503

F O

R C

E M

E N

T D

E T

L E

R E

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

EL89_G-002

EL89_CB101

EL89_CB102

EL89_CD101

EL89_CP101

EL89_CP503

File details come from the government source that posted it. Updated Mar 2, 2022.