W9128F22R0029 - dwgs - REPAIR TAXIWAY GOLF.pdf

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

OMAHA DISTRICT

ELLSWORTH AFB, SOUTH DAKOTA

REPAIR TAXIWAY GOLF

TRIREGA 1017865

W9128F22R0029

W9128F-19-C-00XX

FEBRUARY 2022

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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

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

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

AF 111-10-01

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

CIVIL

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

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 TEMPORARY PAPI DETAILS

AIRFIELD LIGHTING SIGNAGE DETAILS

AIRFIELD LIGHTING CONDUIT DETAILS

AIRFIELD LIGHTING EDGE LIGHTING DETAILS

AIRFIELD LIGHTING EDGE LIGHTING 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

ADVERTISEMENT SET

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

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

AF 111-10-01

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

THRESHOLD NOTES (TYP.)

RDR - SEE DISPLACED

THRESHOLD NOTES

THRESHOLD - SEE DISPLACED

TEMPORARY DISPLACED

POINT

ENTRY CONTROL

CONTROLLED AREA

AREA

CONSTRUCTION

SEE BATCH PLANT NOTES

BATCH PLANT AND TRAILER AREA

CONTACTOR STAGING, STORAGE,

AND USACE OFFICE

CIVIL ENGINEERING

BLDG 8225 - BASE

HAUL ROUTE

CONTRACTOR

BISMARCK GATE - SEE HAUL ROUTE NOTES 6 & 7

RUNWAY 31 END

RUNWAY 13 END

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NO SCALE

LOCATION PLAN

NO SCALE

VICINITY MAP

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7. SEE SHEET CB102 FOR ADDITIONAL BATCH PLANT, ACCESS, GENERAL, AND RESTORATION NOTES.

NOT ACCEPTABLE.

AC 150/5345-43, TYPE L-810) FOR THE BATCH PLANT . LED TYPE OBSTRUCTION LIGHT FIXTURES ARE

6. PROVIDE OBSTRUCTION LIGHT FIXTURES (AVIATION RED INCANDESCENT STEADY BURNING FAA

PROVIDED BY THE GOVERNMENT.

AROUND THE PERIMETER OF THE BATCH PLANT AREA FOR SECURITY; NO SECURITY MEASURES ARE

5. THE CONTRACTOR MAY ELECT TO INSTALL A CHAIN LINK SECURITY FENCE WITH LOCKING GATE

APPROVAL BY ELLSWORTH AFB.

IMPROVEMENTS BE LEFT IN PLACE AT THE COMPLETION OF CONSTRUCTION, SUBJECT TO

AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR MAY REQUEST THAT SPECIFIC

LAYER MATERIAL. REMOVE ALL IMPROVEMENTS, INCLUDING THE TEMPORARY ASPHALT PAVEMENT

MATERIAL, AGGREGATE BASE COURSE MATERIAL, SUBBASE COURSE MATERIAL AND DRAINAGE

AGGREGATE STOCKPILES, INCLUDING ALL CONCRETE AGGREGATES, RIGID BASE COURSE

4. DESIGN AND CONSTRUCT A TEMPORARY ASPHALT PAVED WORKING SURFACE BENEATH ALL

TEMPORARY ASPHALT PAVED SURFACE BENEATH ALL STOCKPILES.

AGGREGATE MATERIALS TO PROVIDE A STABLE WORKING PLATFORM AND CONSTRUCTING A

INCLUDE BUT ARE NOT LIMITED TO GRADING, INSTALLING DRAINAGE SYSTEMS, IMPORTING

3. IMPROVE THE BATCH PLANT AREA TO MEET THE CONTRACTOR'S NEEDS. IMPROVEMENTS

OF THE PROJECT.

MATCH THE EXISTING GRADE OUTSIDE OF THE BATCH PLANT / STAGING AREA AT THE COMPLETION

CONDITION. LEVEL THE BATCH PLANT / STAGING AREA IMPROVEMENTS AND GRADE THE SITE TO

ELLSWORTH AFB BASE CIVIL ENGINEERING REPRESENTATIVE TO ESTABLISH THE EXISTING

THE BATCH PLANT / STAGING AREA WITH THE CONTRACTING OFFICER'S REPRESENTATIVE AND

2. PERFORM A SITE SURVEY PRIOR TO IMPROVING THE BATCH PLANT / STAGING AREA. INSPECT

1. LOCATE THE CONCRETE BATCH PLANT AT THE AREA SHOWN ON THIS SHEET.

BATCH PLANT NOTES:

REQUEST EXTENDED HOURS OF GATE ACCESS.

FOURTEEN DAYS IN ADVANCE, THROUGH THE CONTRACTING OFFICER, THE CONTRACTOR MAY

SUNDAY AND GOVERNMENT HOLIDAYS: CLOSED

SATURDAY: 0600 THRU 1300

MONDAY - FRIDAY: 0600 THRU 1800

WILL BE MANNED BY GOVERNMENT PERSONNEL DURING THE HOURS LISTED HERE:

PERSONNEL ACCESS AND MATERIAL DELIVERIES TO AVOID ACCESS DELAYS. THE BISMARK GATE

FORCES PRIOR TO ACCESS TO ELLSWORTH AFB. THEREFORE, STRATEGICALLY SCHEDULE

8. ALL CONTRACTOR VEHICLES AND EQUIPMENT WILL BE INSPECTED BY GOVERNMENT SECURITY

CONTROL POINT SHOWN.

ELLSWORTH AFB THROUGH THE BISMARK GATE. ACCESS THE WORK SITE THROUGH THE ENTRY

7. ALL CONTRACTOR DELIVERIES AND CONTRACTOR PERSONNEL ARE REQUIRED TO ACCESS

6. SEE SHEET CB102 FOR ADDITIONAL ACCESS, GENERAL NOTES, AND RESTORATION NOTES.

ON ANY AIRFIELD PAVEMENTS. SEE SHEET CB102 FOR DAILY FOD CONTROL REQUIREMENTS.

ROUTES SO THAT MUD AND/OR OTHER DEBRIS IS NOT PICKED UP BY TRUCK TIRES AND TRAFFICKED

5. MAINTAIN THE HAUL ROUTES SO THEY REMAIN PASSABLE AT ALL TIMES. MAINTAIN THE HAUL

THE ENTIRE DURATION OF THE CONTRACT.

4. IMPLEMENT A DUST CONTROL PLAN FOR ALL HAUL ROUTES DURING HAULING OPERATIONS FOR

ACTIVITIES WITH SECURITY FORCES IS REQUIRED.

ACTIVITIES SHALL NOT INTERFERE/DELAY SECURITY FORCES. WEEKLY COORDINATION OF HAULING

3. THE EXISTING UNIMPROVED ROAD IS USED BY SECURITY FORCES. CONTRACTOR'S HAULING

ACTIVITIES.

ORIGINAL PRE-PROJECT CONDITION OR BETTER CONDITION UPON COMPLETION OF ALL HAULING

SURFACING AND CONSTRUCTION HAUL ROAD ENTRANCES. RESTORE THE UNIMPROVED ROAD TO

THE PROJECT TO INCLUDE BE NOT LIMITED TO: INSTALLING CULVERTS, IMPORTING AGGREGATE

SURFACE FOR CONSTRUCTION TRAFFIC. MAINTAIN THE UNIMPROVED ROAD WHILE WORKING ON

CONSTRUCTION EQUIPMENT. MAKE ALL ROAD IMPROVEMENTS NECESSARY TO PROVIDE A USEABLE

2. THE EXISTING UNIMPROVED ROAD IS IN POOR CONDITION AND WILL NOT SUPPORT

RESTORE ALL ROADS TO ORIGINAL OR BETTER CONDITION.

VIDEO OR PHOTOGRAPHS AND SUBMITTED TO THE USACE. UPON COMPLETION OF THE PROJECT,

AND SOFT YIELDING SPOTS. DOCUMENT THE INSPECTION WITH A DETAILED REPORT AND EITHER

RESTORE ALL HAUL ROUTES BACK TO THE ORIGINAL CONDITION BY REPAIRING POTHOLES, RUTS

OFFICER'S REPRESENTATIVE AND ELLSWORTH AFB BASE CIVIL ENGINEERING REPRESENTATIVE.

ESTABLISH THE EXISTING HAUL ROUTE CONDITION WITH THE CONTRACTOR, CONTRACTING

BEGINNING ANY WORK. INSPECT THE HAUL ROUTES PRIOR TO CONTRACTOR TRAFFIC TO

1. CONDUCT A SITE SURVEY FOR ALL HAUL ROUTES AND SURROUNDING AREAS PRIOR TO

HAUL ROUTE NOTES:

FORCES IS REQUIRED.

CONDITIONS (FPCON) CAN CHANGE AND THEREFORE WEEKLY COORDINATION WITH SECURITY

SECURITY FORCES PRIOR TO BEGINNING ANY WORK ON THE AIRFIELD. FORCE PROTECTION

2. COORDINATE THE LOCATION OF THE FREE ZONE AND BASE SUPPLIED ESCORTS WITH THE

1. SEE SHEET CB101 FOR THE LOCATION OF THE CONSTRUCTION FREE ZONE.

GENERAL NOTE:

CONSTRUCTION COMPLETION.

AND RETURN THE RUNWAY TO THE ORIGINAL CONFIGURATION OVER ONE WEEKEND UPON

4. REMOVE ALL TEMPORARY MARKINGS, SIGNAGE AND LIGHTING FOR THE DISPLACED THRESHOLD

COMPLETION.

SHEET. RETURN ALL RDR SIGNS TO THEIR ORIGINAL CONFIGURATION UPON CONSTRUCTION

2000 FEET. SEE THIS SHEET FOR RDR INFORMATION. BLANK RDR's ARE IDENTIFIED BY X's ON THIS

THEM TOWARD RUNWAY 31 TO REFLECT THE RUNWAY DISTANCE SHORTENED BY APPROXIMATELY

FOR CONSTRUCTION. REMOVE THE FACE FROM THE RUNWAY 13 SIDE OF ALL RDR's AND SHIFT

LENGTH REMAINING DURING CONSTRUCTION PRIOR TO CLOSING ANY PORTION OF THE RUNWAY

3. MODIFY THE EXISTING RUNWAY DISTANCE REMAINING (RDR) SIGNS TO REFLECT THE RUNWAY

1600 FRIDAY AND 0700 MONDAY.

2. INSTALL ALL TEMPORARY MARKINGS, SIGNAGE AND LIGHTING OVER ONE WEEKEND, BETWEEN

REQUIREMENTS.

1. SEE SHEETS CB101, CD101 THRU CD104 AND ED101 THRU ED104 FOR DISPLACED THRESHOLD

DISPLACED THRESHOLD NOTES:

CONTRACTOR HAUL ROUTE

LEGEND:

TL

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X X

XX XX XX XX XX

STAGING AREA (APPROX. 6.5 ACRES)

CONTRACTOR BATCH PLANT /

ENTRY CONTROL POINT (ECP)

(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

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EXISTING FIRE HYDRANT

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ROPE AND BARREL FENCING - SEE NOTE 5

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 /

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:

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®of Engineers

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U .S

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

O. 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

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

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

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

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

3. GENERAL REQUIREMENTS (CON'T)

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

CONTRACTOR WILL REQUIRE CMA QUALIFIED ESCORTS FOR THIS WORK.

ALL DISPLACED THRESHOLD MARKINGS, INSTALL ALL NEW RUNWAY MARKINGS AND REINSTALL THE RDR'S OVER ONE (1) WEEKEND. THE

3. AT THE COMPLETION OF THE PROJECT, REMOVE THE TEMPORARY (RELOCATED) PAPI, REMOVE TEMPORARY PAPI FOUNDATIONS, 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

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

AND 17 APRIL 2022. THE DISPLACED THREHOLD SHALL NOT BE INSTALLED UNTIL AFTER THE AIR SHOW IS COMPLETE.

A. AN AIR SHOW IS PLANNED FOR 13-15 APRIL, 2022. THE CONTRACTOR WILL NOT BE ALLOWED ON THE AIRFIELD BETEEEN 03 APRIL

4. SPECIAL REQUIREMENTS

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USEABLE RUNWAY

9,825'

DISPLACED OVERRUN

1,000'

-0.90% SLOPE

APPROACH-DEPARTURE CLEARANCE SURFACE 50H:1V

200' - SEE NOTE 3

10' SAFETY BUFFER

TAXIWAY GOLF CONSTRUCTION AREA

700'

SEE NOTE 2

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MAXIMUM EQUIPMENT

SURFACE ELEVATION

EXISTING RUNWAY CL

NOT TO SCALE

TEMPORARY DISPLACED THRESHOLD IMAGINARY SURFACE LONGITUDINAL PROFILE

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END OF THE TEMPORARY OVERRUN).

RESTRICTED AREA HEIGHT SIGNS TO TWO (NOT INCLUDING THE 20' RESTRICTION AT THE

IDENTIFIABLE MARKING, SUCH AS A BLACK SQUARE. LIMIT THE TOTAL NUMBER OF

LIMITED TO THAT HEIGHT RESTRICTION SHALL BE CLEARLY MARKED WITH THE SAME

HEIGHT ABOVE 25' BEYOND THIS POINT). THE SIGN AND ALL ASSOCIATED EQUIPMENT

HEIGHT RESTRICTIONS (FOR EXAMPLE - NO EQUIPMENT WITH A MAXIMUM OPERATING

HEIGHT AND HOW THE VARIOUS EQUIPMENT WILL BE VISIBLY IDENTIFIABLE AS TO ITS

DENOTING WHERE EQUIPMENT WILL BE RESTRICTED DUE TO ITS MAXIMUM OPERATING

AREA. INCLUDE, AT A MINIMUM, TEMPORARY SIGNAGE WITHIN THE CONSTRUCTION AREA

OFFICER A MINIMUM OF 45 DAYS PRIOR TO INITIATING WORK WITHIN THE CONSTRUCTION

BOUNDARIES. THIS PLAN WILL BE SUBMITTED FOR APPROVAL BY THE CONTRACTING

OF HIS EQUIPMENT OR PERSONNEL WILL PENETRATE THE HEIGHT CLEARANCE

OPERATIONS PROCEDURES THAT THE CONTRACTOR WILL UTILIZE TO MAKE SURE NONE

OPERATIONAL WITH THE DISPLACED THRESHOLD. ALSO, INCLUDE THE STANDARD

WILL BE OPERATING WITHIN THE CONSTRUCTION AREA WHILE THE RUNWAY REMAINS

WITH THE HEIGHT RESTRICTIONS. LIST ALL EQUIPMENT ALONG WITH ITS HEIGHT THAT

5. SUBMIT AN EQUIPMENT HEIGHT SAFETY OPERATION PLAN DETAILING COMPLIANCE

PENETRATED IS WHEN THE RUNWAY IS COMPLETELY CLOSED TO AIRCRAFT OPERATIONS

OPERATIONAL UNDER THE DISPLACED THRESHOLD. THE ONLY TIME THIS LINE CAN BE

HEIGHT LIMIT" LINE IN THE PROFILE ABOVE AT ALL TIMES THE RUNWAY REMAINS

4. ALL EQUIPMENT AND PERSONNEL MUST BE KEPT BELOW THE "MAXIMUM EQUIPMENT

AIR FORCE RUNWAY AIRSPACE PLAN AND PROFILE RUNWAY IMAGINARY SURFACES.

3. FOR INFORMATION ONLY, REFERENCE UFC 3-260-01, FIGURE 3-15 CLASS B ARMY AND

HEIGHT RESTRICTIONS.

2. NO CONSTRUCTION WITHIN THIS AREA DUE TO MAXIMUM CONSTRUCTION EQUIPMENT

WIDTH INCLUDING PAVED ASPHALT SHOULDERS.

1. PLACE LOW PROFILE BARRICADES AT THIS LOCATION ACROSS ENTIRE PAVEMENT

NOTES:

2,075'

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WHITE MARKING

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EDGE OF EXISTING CONCRETE

STRIPE TO REMAIN (TYP.)

EXISTING RUNWAY SIDE

EXISTING 3' WIDE RUNWAY CENTERLINE

THRESHOLD

THE TEMPORARY DISPLACED

REMOVED IN ORDER TO INSTALL

EXISTING CENTERLINE TO BE

REMOVAL LIMITS (TYP.) - SEE NOTE 4

CHEVRON AND CENTERLINE MARKING

TEMPORARY THRESHOLD BAR

NEW REFLECTIVE WHITE

TO REMAIN (TYP.)

CENTERLINE MARKING

EXISTING RUNWAY

MARKING REMOVAL LIMITS - SEE NOTE 4

TEMPORARY DISPLACED THRESHOLD PAVEMENT

AND TEMPORARY DISPLACED THRESHOLD (TYP.)

BETWEEN THE RUNWAY 13 DESIGNATION MARKING

EXISTING RUNWAY CENTERLINE MARKINGS

CENTERLINE ARROW TO BE INSTALLED ON ALL

STRIPE TO REMAIN (TYP.)

EXISTING RUNWAY SIDE

5'

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45'

DISPLACED THRESHOLD NOTES:

DISPLACED THRESHOLD CHEVRON / ARROW DETAIL

10'

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70'

USEABLE RUNWAYDISPLACED OVERUN / CONSTRUCTION AREA

6. COORDINATE WITH AIRFIELD MANAGER PRIOR TO INSTALLING THE DISPLACED THRESHOLD.

GOVERNMENT.

BY THE CONTRACTOR AT HIS OWN EXPENSE PRIOR TO ACCEPTANCE OF THE PAVEMENT BY THE

5. REPAIR ALL DAMAGE TO THE PAVEMENT CAUSED BY THE CONTRACTOR'S PAINT REMOVAL

THAT NO "GHOST MARKINGS" EXIST AFTER REMOVALS HAVE BEEN COMPLETED.

MARKINGS BEYOND THE LIMITS OF THE MARKINGS AS INDICATED ON THIS SHEET TO ENSURE

4. WHEN REMOVING THE TEMPORARY DISPLACED THRESHOLD MARKINGS, REMOVE THE

WITH A HALF APPLICATION OF REFLECTIVE PAINT.

3. PAINT ALL TEMPORARY DISPLACED THRESHOLD MARKINGS DIRECTLY ON THE PAVEMENT

MARKINGS OVER ONE WEEKEND.

NEW RUNWAY CENTERLINE PAVEMENT MARKINGS. INSTALL THE PERMANENT PAVEMENT

2. AT THE END OF CONSTRUCTION, REMOVE ALL TEMPORARY RUNWAY MARKINGS AND INSTALL

SHEET CD101 THRU CD104 FOR INSTALLATION REQUIREMENTS.

MARKINGS, CHEVRONS AND THRESHOLD LATERAL STRIPE) AS SHOWN ON THIS SHEET. SEE

1. INSTALL AND MAINTAIN TEMPORARY DISPLACED THRESHOLD MARKINGS (CENTERLINE

R N

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T A .0

150'

5'

100'

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FLASHING RED LIGHT

SHALL BE YELLOW

TAXILANE CROSSES

AREA

CONSTRUCTION CONSTRUCTION

LOW PROFILE BARRICADES

BARRICADES (2)

CORNER LOW PROFILE

SOLID WHITE STRIPE

TO EYEBOLT

TIE ROPE SECURELY

55 GALLON STEEL BARREL

NUT AND WASHER (TYP)

1/4" DIA EYEBOLT WITH

FOR EASY OPENING

SAFETY LATCH HOOK

1/2" RED NYLON ROPE

SURVEYING RIBBON

2' MIN LENGTH RED OR ORANGE

NUT AND WASHER

1/4" DIA EYEBOLT WITH

GROUND

MATERIAL

FLAGGING

PLASTIC

MATERIAL

FLAGGING

PLASTIC

BARRELS

BARRICADES

LOW PROFILE

BARREL AT PAVEMENT EDGE

LINE OF BARRELS

PAVED AREAPAVED AREA

TURFED AREATURFED AREA

BARRELS (TYP)

BARREL

CORNER

PAVED AREAPAVED AREA

TURFED AREATURFED AREA

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6'-0" MIN TO 10'-0" MAX

M A

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10"

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

REPRESENTATIVE.

PROFILE BARRICADES AND HAZARD LIGHTS WITHIN ONE HOUR OF BEING NOTIFIED BY THE CONTRACTING OFFICER'S

PROFILE BARRICADES AND HAZARD LIGHTS. THE CONTRACTOR SHALL INITIATE AND COMPLETE REPAIRS OF LOW

5. THE CONTRACTOR SHALL HAVE A PERSON AVAILABLE 24 HOURS A DAY FOREMERGENCY MAINTENANCE OF LOW

FLASHES PER MINUTE.

4. FLASHING RED LIGHTS SHALL HAVE AT LEAST 5 CANDELAS EFFECTIVE INTENSITY AND FLASH AT A RATE OF 55 TO 160

3. LOW PROFILE BARRICADES SHALL BE SPACED AT A MAXIMUM OF 10 FOOT INTERVALS AT LOCATIONS INDICATED.

2. BARRICADES SHALL COMPLY WITH THE REQUIREMENTS OF FAA ADVISORY CIRCULAR 150/5370-2E AND UFC 3-260-04.

HIGH WINDS AND JET ENGINE BLAST.

1. LOW PROFILE BARRICADES SHALL BE ANCHORED OR OF SUFFICIENT WEIGHT TO PREVENT OVERTURNING DUE TO

LOW PROFILE BARRICADE NOTES:

C1

TYPICAL LOW PROFILE BARRICADE DETAIL

NO SCALE

A A

B

B

C

TAXILANE

EXISTING

L

B = 12.5'

A = 5'

CONSTRUCTION AREA PHASE IS COMPLETE AND THE PARKING POSITION IS REOPENED TO AIRCRAFT TRAFFIC.

5. THE CONTRACTOR SHALL MAINTAIN ALL TAXIWAY CLOSURE CROSSES UNTIL ALL WORK WITHIN THE CURRENT APRON

AND REMOVAL OF CLOSED TAXILANE CROSSES.

CONTRACTING OFFICER, THE EXACT LOCATION OF ALL CLOSED TAXILANE CROSSES AND THE TIMING OF INSTALLATION

4. THE CONTRACTOR SHALL COORDINATE WITH JB MDL AIRFIELD MANAGER AND BASE OPERATIONS, THROUGH THE

3. CLOSED TAXILANE CROSSES SHALL BE INSTALLED AT ALL LOCATIONS SHOWN ON SHEETS GC101 THRU GC104.

2. PAINTING OF CLOSED TAXILANE CROSSES DIRECTLY ON PAVEMENT SHALL NOT BE ALLOWED.

* FABRIC, SUCH AS CANVAS, ANCHORED WITH SAND BAGS

* ROLLED OUT AND ANCHORED PICKET FENCE

* PLYWOOD ANCHORED DOWN WITH SAND BAGS

* PLYWOOD ANCHORED WITH NAILS

1. THE CLOSED TAXILANE CROSSES SHALL BE CONSTRUCTED USING ONE OF THE FOLLOWING:

CLOSED TAXIWAY CROSS NOTES:

F4

CLOSED TAXILANE CROSS DETAIL

NO SCALE

L L

10' C TO C

SEE NOTE 3

L L

C T

O C

S E

E N

O T

E

A1

TYPICAL LOW PROFILE BARRICADE PLACEMENT DETAIL

NO SCALE

SOLID ORANGE STRIPE

WIDE STRIPES (TYP)

APPROXIMATELY 7"

D7

TYPICAL BARREL DETAIL

NO SCALE

C7

ROPE AND BARREL FENCE TYPICAL PLAN DETAIL

NO SCALE

3'-0"

55 GALLON STEEL BARREL

A P

P R

O X

-3 /4

A7

ROPE AND BARREL FENCE TYPICAL ELEVATION DETAIL

NO SCALE

EDGE OF PAVEMENT

C4

TYPICAL FENCE / BARRICADE CORNER DETAIL

NO SCALE

EDGE OF PAVEMENT

A4

TYPICAL FENCE CORNER DETAIL

NO SCALE

CONTRACTOR'S PROPERTY AND SHALL BE DISPOSED OF OFF THE GOVERNMENT PREMISES.

CONTRACT. UPON COMPLETION OF THE CONTRACT, ALL MATERIALS USED IN THE FENCE SHALL BECOME THE

6. THE CONTRACTOR SHALL MAINTAIN THE CONTRACTOR WORK AREA FENCE THROUGHOUT THE DURATION OF THE

SECURELY ATTACHED TO THE "I" BOLTS.

MATERIAL FOR CONNECTION TO I-BOLTS. THE OPPOSITE END OF THE ROPE OR FLAGGING MATERIAL SHALL BE

5. SAFETY LATCH HOOKS SHALL BE PROVIDED ON ONE END OF EACH SECTION OF NYLON ROPE OR FLAGGING

THE NYLON ROPE.

SHALL BE RED OR ORANGE, A MINIMUM OF 2-FOOT IN LENGTH, AND SHALL BE SPACED AT 3-FOOT INTERVALS ALONG

SURVEYING RIBBON OR RED OR ORANGE PLASTIC FLAGGING MATERIAL FOR FENCE SHOWN. SURVEYING RIBBON

4. THE CONTRACTOR SHALL HAVE THE OPTION OF PROVIDING 1/2-INCH DIAMETER RED NYLON ROPE WITH

3. BARRELS SHALL BE SPACED AT 20-FOOT INTERVALS ALONG THE FENCE.

OVERTURNING.

2. BARRELS SHALL BE PARTIALLY FILLED WITH SAND OR OTHER SUITABLE BALLAST AS NEEDED TO PREVENT

HAVE EQUIVALENT ORANGE AND WHITE STRIPES.

POLYETHYLENE BARRELS SHALL BE APPROXIMATELY THE SAME HEIGHT AS STEEL BARRELS SHOWN AND SHALL

HAVE THE OPTION OF USING NEW OR USED POLYETHYLENE BARRELS IN LIEU OF STEEL BARRELS SHOWN.

1. 55-GALLON STEEL BARRELS USED IN ROPE AND BARREL FENCE MAY BE NEW OR USED. THE CONTRACTOR SHALL

ROPE AND BARREL FENCE NOTES:

...\EL\EL89\40000 Design Products\CAD_BIM\_Sheets\EL89_CB502

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A H

A D

IS

T R

IC

T

C

A P

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O L A

V E

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A H

A

N E

W F -1

-C -0

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X

F E

B R

U A

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F

IL

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B E

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F

IL

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-R -0

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X

E L L S

W O

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H A

F B S

O U

T H D

A K

O T

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R E

P A

IR

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A X

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O L F

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A

H U

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B

G O

L

IB

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B

G O

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IB

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X X

X -X

X -X

X

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C B .d

CB502

L O

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A R

R

IC

A D

E

C L

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A X

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A Y

C R

O S

S A

N D R

O P

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A R

R E

L D

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A

IL

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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

IN

E E

C O

M W

M W

M W

M W

M W

M

WM

W

M W

M W

M

WM

W

M W

LI

G

H

TI

N G V

A U

LT

T L

T L

T L

T L

T L

T L

T L

T L

T L

T L

T L

T L

T L

T L

T L

T L

T L

T L

UGE

UGE

W

E

E

E

C B

E E E E E E

E

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E

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E

E

E

E

E

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EE

E

E

E

E

E

E

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E

E

E E E

IN

V E R T = 3268.656

D

IA

M E

TE

R = 24"

M A

TE

R

IA

L = R C P

R

IM

E

LE

V A

TIO

N = 3272.656

IN

V E R T = 3267.770

D

IA

M E

TE

R = 24"

M A

TE

R

IA

L = R C P

R

IM

E

LE

V A

TIO

N = 3272.760

IN

V E R T = 3268.809

D

IA

M E

TE

R = 6"

M A

TE

R

IA

L = IR

O

N

R

IM

E

LE

V A

TIO

N = 3272.760

IN

V E R T = 3268.222

D

IA

M E

TE

R = 36"

M A

TE

R

IA

L = R C P

R

IM

E

LE

V A

TIO

N = 3272.760

IN

V E R T = 3270.685

D

IA

M E

TE

R = 6"

M A

TE

R

IA

L = IR

O

N

R

IM

E

LE

V A

TIO

N = 3275.685

IN

V E R T = 3271.180

D

IA

M E

TE

R = 6"

M A

TE

R

IA

L = IR

O

N

R

IM

E

LE

V A

TIO

N = 3275.685

IN

V E R T = 3270.698

D

IA

M E

TE

R = 6"

M A

TE

R

IA

L = IR

O

N

R

IM

E

LE

V A

TIO

N = 3275.685

C O

U

LD

N

O T B

E

LO

C A

TE

D

O

TH

E R E

N D O

F P

IP

E

IN

V E R T = 3266.575

D

IA

M E

TE

R = 6"

M A

TE

R

IA

L = IR

O

N

R

IM

E

LE

V A

TIO

N = 3272.325

IN

V E R T = ~3277.78

D

IA

M E

TE

R = 6"

M A

TE

R

IA

L = D U C

TILE

IR

O

N

R

IM

E

LE

V A

TIO

N = ~3281.94

IN

V E R T = 3270.98

D

IA

M E

TE

R = 6"

M A

TE

R

IA

L = IR

O

N

R

IM

E

LE

V A

TIO

N = 3276.89

IN

V E R T = 3274.32

D

IA

M E

TE

R = 6"

M A

TE

R

IA

L = D U C

TILE

IR

O

N

R

IM

E

LE

V A

TIO

N = 3279.49

IN

V E R T = 3275.01

D

IA

M E

TE

R = 6"

M A

TE

R

IA

L = D U C

TILE

IR

O

N

R

IM

E

LE

V A

TIO

N = 3279.34

T O

E

C B

C

E

E

E

E

E

D

D

D

D

D

D

S O

L

IC

IT

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C O

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O

C H

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D R

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N B

Y

IS

S

U E D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

KEY PLAN

SCALE: 1" = 500' - 0"

2 3 4 5

N

143+00

144+00

145+00

146+00

147+00

148+00

149+00

150+00

151+00

152+00

+0

+0

+0

12+

13+00

14+00

...\EL\EL89\40000 Design Products\CAD_BIM\_Sheets\EL89_VF100

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A H

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O L A

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A H

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IL

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E

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-R -0

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H A

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A

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P A

IR

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A X

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A

CORRECTED FINAL / BCOES REVIEW SET

H U

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-1

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®of Engineers

US Army Corps

U .S

A R

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IN

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NN

ROD IN CONCRETE3205.0761247435.724672764.15CP 112

DESCRIPTIONELEVATIONEASTINGNORTHINGNAME

CONTROL DATA

ALL UNDERGROUND UTILITIES WERE NOT LOCATED AT TIME OF SURVEY7)

ALL UTILITIES WERE LOCATED BY SURFACE INDICATION ONLY.6)

.0.999797639COMBINED GRID FACTOR IS: 5)

CONTOUR INTERVAL IS 1 US SURVEY FOOT.4)

FIELD SURVEY DATE:NOVEMBER 2018.

TOPOGRAPHY IS DERIVED FROM GPS/RTK SURVEY METHODS.3)

POINT IH CP 112.

AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). THEY ARE BASED ON CONTROL

ELEVATIONS ARE REFLECTED IN U.S. SURVEY FEET AND REFER TO THE NORTH 2)

CP 112.

FOR: SOUTH DAKOTA SOUTH (FIPS 4002). THEY ARE BASED ON CONTROL POINT

NORTH AMERICAN DATUM of 1983 (NAD 83) STATE PLANE COORDINATE SYSTEM

GRID COORDINATES ARE REFLECTED IN U.S. SURVEY FEET AND REFER TO THE 1)

SURVEY NOTES

SCALE: 1" = 50' - 0"

DC18-11

DC18-14

CORE18-16

DC18-13

DC18-10

CORE18-15

DC18-12

CORE18-17 CORE18-17

DC18-12

LEGEND:

PAVEMENT CORING LOCATION AND DESIGNATION

PAVEMENT CORING/SOIL BORING LOCATION AND DESIGNATION

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

E

D C -1

D C -1

C O

R E -1

D C -1

IN

V E R T .3

D

IA

M E T E R

M A T E R

IA

L D

U C T

IL

E I R

O N

R

IM

E

L E

V A T

IO

N .4

IN

V E R T .0

D

IA

M E T E R

M A T E R

IA

L D

U C T

IL

E I R

O N

R

IM

E

L E

V A T

IO

N .3

D D

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

A

B

KEY PLAN

SCALE: 1" = 500' - 0"

N

5+0

6+

7+

8+

9+ .1

P I

6+00

7+00

8+00

9+

8+16.21

PC

.2

P T

9+ .7

PI

6+00

7+0

8+

9+

.0

P I

NOTES:

THE ENGINEER SHALL BE NOTIFIED IF ANY DISCREPANCIES ARE PRESENT.

1. ALL TOPOGRAPHIC INFORMATION SHOWN SHALL BE VERIFIED BY THE CONTRACTOR.

...\EL\EL89\40000 Design Products\CAD_BIM\_Sheets\EL89_VF101

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U .S

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MATCHLINE - AREA B SCALE: 1" = 30' - 0"

30' 60'0

NN

C B

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V E R T .6

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N E -S

W D

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N W -S

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IC

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N W -S

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IC

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D

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IG

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O

C H

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Y

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IS

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U E D

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E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

A

B

KEY PLAN

SCALE: 1" = 500' - 0"

N

1+00

2+00

3+00

4+00

3+48.91

PC

1+00

2+00

3+00

4+00

5+00

1+00

2+00

3+00

4+00

5+00

5+12.08

PC

NOTES:

THE ENGINEER SHALL BE NOTIFIED IF ANY DISCREPANCIES ARE PRESENT.

1. ALL TOPOGRAPHIC INFORMATION SHOWN SHALL BE VERIFIED BY THE CONTRACTOR.

...\EL\EL89\40000 Design Products\CAD_BIM\_Sheets\EL89_VF102

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

MATCHLINE - AREA A

SCALE: 1" = 30' - 0"

30' 60'0

L

IC

IT

A T

IO

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Y

D E

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IP

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2 3 4 5 6 7 8 9 10

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B

A

2. THE LOGS FURNISHED REPRESENT THE TYPES OF SOIL ENCOUNTERED AT THEIR RESPECTIVE

LOCATIONS AND ARE CONSIDERED REPRESENTATIVE OF THE SOILS AT THAT LOCATION.

3. GROUND WATER WAS NOT ENCOUNTERED IN ANY OF THESE BORINGS. HOWEVER, THE GROUND

WATER TABLE CAN FLUCTUATE APPRECIABLY AT DIFFERENT SEASONS OF THE YEAR OR FROM

YEAR TO YEAR DEPENDING LARGELY ON CLIMATIC CONDITIONS. THE CONTRACTOR SHOULD IDENTIFY

GROUND WATER CONDITIONS PRIOR TO THE TIME OF CONSTRUCTION.

4. FOR SOIL BORING AND PAVEMENT CORING LOCATIONS, SEE SHEET VF100.

E L E

V A

T

IO

N F

E E

T N

A V

D

N M LL PI

NOV. 18, 2018

DC18-10

NOV. 16, 2018

DC18-11

NOV. 16, 2018

DC18-12

DC18-13

DC18-14

NOV. 18, 2018

NOV. 17, 2018

EL. 3276.53

ELEV. 3278.49

ELEV. 3281.06

ELEV. 3274.18

ELEV. 3276.77

E L E

V A

T

IO

N F

E E

T N

A V

D

E L E

V A

T

IO

N F

E E

T N

A V

D

8.3

20.4

21.9

22.1

SM19

CORING/BORING NOTES

1. THE DESCRIPTIONS AT THE RIGHT OF THE LOGS ARE THE RESULTS OF FIELD AND

LABORATORY DATA. THE TERMS "DRY, MOIST, WET, ETC." ARE FIELD DESCRIPTIONS MADE

BY THE INSPECTOR IN THE FIELD AT THE TIME OF DRILLING. SEE "M" ON THE CONDENSED

LABORATORY CLASSIFICATIONS ARE IN ACCORDANCE WITH ASTM D 2487.

LOG OF BORINGS FOR LABORATORY DETERMINATION OF MOISTURE CONTENTS FOR THE SOIL.

CORING/BORING LEGEND

M

LL

PI

N

SO4

% fines

PAVEMENT CORING/SOIL BORING DESIGNATION

DATE PAVEMENT CORING/SOIL BORING COMPLETED

NATURAL MOISTURE CONTENT IN PERCENT

LIQUID LIMIT

PLASTICITY INDEX

STANDARD PENETRATION BLOW COUNT.

NUMBER OF BLOWS FOR A 140-POUND WEIGHT

DROPPING 30 INCHES, TO DRIVE A 2-INCH

OUTSIDE DIAMETER SAMPLER, 1 FOOT.

SULFATE ION CONTENT IN SOIL, PERCENT

PERCENT OF SOIL BY DRY WEIGHT PASSING

THE NO. 200 SIEVE

SURVEYED TOP OF PAVEMENT ELEVATION, FEET (NAVD 88 DATUM)

DC18-10

NOV. 18, 2018

ELEV. 3276.53

CORE 18-17

CORE 18-16

CORE 18-15

DESIGNATION THICKNESS

ASPHALT THICKNESS

NONE

NONE

NONE10.8 INCHES

13.8 INCHES

4.2 INCHES

N M LL PI

CH

N M LL PI

CH

101 75

N M LL PI

CH

N M LL PI

CH73 52

3285 3285

E L E

V A

T

IO

N F

E E

T N

A V

D

ASPHALT

CH

CH

SC26

50 34

52 36

27 11

11.3 33.7 31.2

33.2

4.7

47.6 43.8

38.6

20.7

24.8

26.5

26.3

10.2 39.4

34.0

31.6 sand, 8% fine gravel, moist 23% fines, 31% fine sand, 29% medium sand, 9% coarse SILTY SAND (BASE COURSE), dark gray, loose, at 6.5 feet, organic odor and rootlets 18% fine sand, 3% medium sand, 1% coarse sand, damp, FAT CLAY WITH SAND, dark gray, stiff, 78% fines, sand, 6% medium sand, 1% coarse sand, 1% fine gravel, damp FAT CLAY WITH SAND, olive gray, stiff, 72% fines, 20% fine

5% coarse sand, 13% fine gravel, 19% coarse gravel, damp dense, 19% fines, 17% fine sand, 27% medium sand, CLAYEY SAND WITH GRAVEL, grayish brown, medium

CONCRETE, 20.4 INCHES

ASPHALT, 2.2 INCHES

CONCRETE, 12.6 INCHES

CONCRETE

CONCRETE

CH

SM medium sand, fines, some coarse sand, some fine gravel, moist SILTY SAND (BASE COURSE), dark gray, loose, fine sand, resistivity=909 ohm-cm trace iron oxide staining, pH=7.9, SO <0.1%, sand, trace medium sand, trace coarse sand, damp, FAT CLAY WITH SAND, dark gray, medium stiff, fines, fine gravel, damp, trace iron oxide staining fine sand, some medium sand, trace coarse sand, trace fine FAT CLAY WITH SAND, olive gray, medium stiff to stiff, fines, CONCRETE

ASPHALT

CONCRETE

CONCRETE, 18.0 INCHES

ASPHALT, 2.4 INCHES

CONCRETE, 12.0 INCHES CONCRETE

GP

CH

CH

61 43 79% fine gravel, 9% coarse gravel, damp 1% fine sand, 2% medium sand, 8% coarse sand, GRAVEL (BASE COURSE), light red, loose, 1% fines, 4% coarse sand, damp 60% fines, 25% fine sand, 11% medium sand, SANDY FAT CLAY, light brownish gray, medium stiff, FAT CLAY, gray, stiff, 99% fines, 1% fine sand, damp trace fine gravel, damp, trace iron oxide staining fine sand, some medium sand, trace coarse sand, FAT CLAY WITH SAND, olive gray, stiff, fines, CONCRETE, 21.6 INCHES

CONCRETE

ASPHALT

CONCRETE

CONCRETE, 19.2 INCHES

ASPHALT, 2.4 INCHES

CONCRETE, 12.0 INCHES

CH

medium sand, fines, some coarse sand, some fine gravel, moist SILTY SAND (BASE COURSE), dark gray, loose, fine sand, fine sand, trace medium sand, trace coarse sand, damp FAT CLAY WITH SAND, dark gray, medium stiff to stiff, fines, gravel, damp fine sand, some medium sand, trace coarse sand, trace fine FAT CLAY WITH SAND, olive gray, medium stiff to stiff, fines, CONCRETE, 10.8 INCHES

ASPHALT, 1.8 INCHES

CONCRETE, 12.6 INCHES

CONCRETE

ASPHALT

CONCRETE

CH

SM

CH

CH

2% medium sand, 1% coarse sand, damp FAT CLAY, yellowish brown, medium stiff, 94% fines, 3% fine sand, some medium sand, trace coarse sand, trace fine gravel, damp FAT CLAY WITH SAND, olive gray, medium stiff to stiff, fines, fine sand, damp FAT CLAY, gray, stiff, 98% fines, 1% fine sand, 1% medium sand, 78 55 trace iron oxide staining, FAT CLAY, gray, stiff to very stiff, 99% fines, 1% fine sand, damp, medium sand, fines, some coarse sand, some fine gravel, moist SILTY SAND (BASE COURSE), dark gray, loose, fine sand, SM

BOTTOM OF HOLE = 10.4 FEET

BOTTOM OF HOLE = 10.2 FEET

BOTTOM OF HOLE = 10.8 FEET

BOTTOM OF HOLE = 10.3 FEET

BOTTOM OF HOLE = 11.1 FEET

DC18-10

DC18-11

DC18-12

DC18-13

DC18-14

12.6 INCHES 2.2 INCHES

12.0 INCHES 2.4 INCHES

21.6 INCHES NONE

12.0 INCHES 2.4 INCHES

12.6 INCHES 1.8 INCHES

20.4 INCHES

19.2 INCHES

NONE

PAVEMENT CORING DESIGNATIONCORE 18-15

18.0 INCHES

10.8 INCHES

CORING/BORING UPPER CONCRETE

NONE

NONE

NONE

THICKNESS

LOWER CONCRETE

GROUND WATER TABLE NOT ENCOUNTERED

GROUND WATER TABLE NOT ENCOUNTERED

GROUND WATER TABLE NOT ENCOUNTERED

GROUND WATER TABLE NOT ENCOUNTERED

GROUND WATER TABLE NOT ENCOUNTERED

®of Engineers

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IN

V E R T = 3268.656

D

IA

M E

TE

R = 24"

M A

TE

R

IA

L = R C P

R

IM

E

LE

V A

TIO

N = 3272.656

IN

V E R T = 3267.770

D

IA

M E

TE

R = 24"

M A

TE

R

IA

L = R C P

R

IM

E

LE

V A

TIO

N = 3272.760

IN

V E R T = 3268.809

D

IA

M E

TE

R = 6"

M A

TE

R

IA

L = IR

O

N

R

IM

E

LE

V A

TIO

N = 3272.760

IN

V E R T = 3268.222

D

IA

M E

TE

R = 36"

M A

TE

R

IA

L = R C P

R

IM

E

LE

V A

TIO

N = 3272.760

IN

V E R T = 3270.685

D

IA

M E

TE

R = 6"

M A

TE

R

IA

L = IR

O

N

R

IM

E

LE

V A

TIO

N = 3275.685

IN

V E R T = 3271.180

D

IA

M E

TE

R = 6"

M A

TE

R

IA

L = IR

O

N

R

IM

E

LE

V A

TIO

N = 3275.685

IN

V E R T = 3270.698

D

IA

M E

TE

R = 6"

M A

TE

R

IA

L = IR

O

N

R

IM

E

LE

V A

TIO

N = 3275.685

C O

U

LD

N

O T B

E

LO

C A

TE

D

O

TH

E R E

N D O

F P

IP

E

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

IN

V E R T = 3266.575

D

IA

M E

TE

R = 6"

M A

TE

R

IA

L = IR

O

N

R

IM

E

LE

V A

TIO

N = 3272.325

IN

V E R T = ~3277.78

D

IA

M E

TE

R = 6"

M A

TE

R

IA

L = D U C

TILE

IR

O

N

R

IM

E

LE

V A

TIO

N = ~3281.94

IN

V E R T = 3270.98

D

IA

M E

TE

R = 6"

M A

TE

R

IA

L = IR

O

N

R

IM

E

LE

V A

TIO

N = 3276.89

IN

V E R T = 3274.32

D

IA

M E

TE

R = 6"

M A

TE

R

IA

L = D U C

TILE

IR

O

N

R

IM

E

LE

V A

TIO

N = 3279.49

N E -S

W D

E P

TH

O

F C O

N D

U

IT = 4.58'

N W -S

E D

E P

TH

O

F C O

N D

U

IT = 5.50'

R

IM

E

LE

V . = 3274.00

E

LE

C

TR

IC

A L M

A N

H O

LE

N E -S

W D

E P

TH

O

F C O

N D

U

IT = 4.6'

N W -S

E D

E P

TH

O

F C O

N D

U

IT = 5.25'

R

IM

E

LE

V . = 3276.00

E

LE

C

TR

IC

A L M

A N

H O

LE

IN

V E R T = 3275.01

D

IA

M E

TE

R = 6"

M A

TE

R

IA

L = D U C

TILE

IR

O

N

R

IM

E

LE

V A

TIO

N = 3279.34

C B

C

E

E

E

E

E

D

D

D

TO BE REMOVED (TYP.)

TAXIWAY CENTERLINE

TO BE REMOVED (TYP.)

TAXIWAY CENTERLINE

TO BE REMOVED (TYP.)

TAXIWAY CENTERLINE

SEE NOTE 1 (TYP.)

SEE NOTE 1 (TYP.)

SEE NOTE 1 (TYP.)

SEE NOTE 2 (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.)

EXISITNG SUBDRAIN MANHOLE

TO BE REMOVED (TYP.)

EXISITNG SUBDRAIN MANHOLE

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

TO BE REMOVED (TYP.)

IRON SUBDRAIN LINE

EXISITNG 6" DUCTILE

MANHOLE TO REMAIN (TYP.)

EXISITNG SUBDRAIN

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

KEY PLAN

SCALE: 1" = 500' - 0"

2 3 4 5

N

A

C D

C D

A

C D

C D

(T Y

P

(TYP.)

20'

(TYP.)

20'

(T Y

P

(TYP.)

20'

(T Y

P

(TYP.)

20'

(T Y

P

C

CD201

CD101

C

CD201

CD101

B

C D

C D

BC

D

C D

.5

20'

20'2

.5

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 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

P

C

+3

0.2

0PT

.7

4P I

+0

+0

12+

13+00

14+00

.0

P

C

13+58.51

PT

.0 0P I

D 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:

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.