3. VGLZ 172042 - Drawings SANG Runway Repair B3 (1).pdf

PROPOSED RUNWAY

MILL/OVERLAY LIMITS

PROPOSED TAXIWAY

TEMPORARY

MARKINGS LIMITS

TITLE SHEET

T100

SELFRIDGE ANG BASE MAPLOCATION MAP

BASE

SELFRIDGE AIR NATIONAL GUARD BASE

REPAIR RUNWAY

THE 127th WING, MICHIGAN AIR NATIONAL GUARD

CODE SUMMARY

APPLICABLE CODES AND STANDARDS

2012 INTERNATIONAL BUILDING CODE (IBC) T100 TITLE SHEET

GENERAL

G101 CSPP NOTES

G201-G203 CSPP PHASING PLANS

G501 PHASING DETAILS

CIVIL

C100 HAUL ROUTES AND MILLINGS DEPOSIT AREAS

C101 RUNWAY REPAIR LAYOUT PLAN

C201-C206 EXISTING SURVEY AND DEMOLITION PLAN

C301 TYPICAL CROSS SECTIONS

C401-C406 PROPOSED PLAN AND PROFILES

C500-C506 RUNWAY/ TAXIWAY B MARKING LAYOUT PLANS, DETAILS & NOTES

C601-C603 FULL DEPTH PAVEMENT REPAIR DETAIL & NOTES

C701-C702 TAXIWAYS H & J GRADING PLANS

C800 SHOULDER CRACK SURVEY PLAN

REFERENCE

R-001 ENVIRONMENTAL AREAS OF CONCERN

DRAWING INDEX

PROJECT NUMBER: VGLZ 172042

CONTRACT NUMBER: W912JB-13-D-4005

AUGUST 11, 2023

UNITED FACILITIES CRITERIA (UFC)

UNITED FACILITIES GUIDE SPECIFICATIONS (UFGS)

Feet 0 4,000 8,000

NORTH

NOT TO SCALE

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27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States P: 248 204 5900 F: 248 204 5901

REPAIR RUNWAY

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27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States P: 248 204 5900 F: 248 204 5901

REPAIR RUNWAY

CSPP NOTES

G101

1. CONSTRUCTION COORDINATION

· CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE MOVEMENT OF WORKERS AND THE

DELIVERY OF MATERIALS WITHIN SELFRIDGE AIR NATIONAL GUARD (ANG) BASE.

· THE PROJECT SUPERINTENDENT OR COMPETENT ALTERNATE SHALL SERVE AS THE ON-PROJECT COORDINATOR FOR THE CONTRACTOR AND SHALL BE ON THE PROJECT SITE AT ALL TIMES DURING

THE PERFORMANCE OF THIS CONTRACT UNTIL THE WORK IS COMPLETED AND ACCEPTED.

· PRIOR TO THE START OF EACH PHASE OF THE WORK, THE CONTRACTOR SHALL SCHEDULE A

MEETING WITH ANG BASE AND APPLICABLE PERSONNEL OF THE CONTRACTOR TO DISCUSS

CONTINGENCY PLANNING. THE TOPICS OF DISCUSSION SHALL INCLUDE SETTING UP WORK AREA BARRICADES AND LIGHTING, BACKUP EQUIPMENT AS REQUIRED BY AND MATERIALS, EMERGENCY

NOTIFICATION PROCEDURES AND EMERGENCY CONTACTS, TEMPORARY STOCKPILE LOCATIONS,

PROCEDURES THAT MUST BE FOLLOWED SHOULD THE CONTRACTOR BE UNABLE TO OPEN A PHASE

AT THE END OF SCHEDULED DAY OR NIGHT TIME WORK HOURS AND OTHER TOPICS AS

APPROPRIATE.

· THE CONTRACTOR SHALL CONDUCT ALL HIS OPERATIONS IN SUCH A MANNER SO AS TO MAINTAIN A SMOOTH, SAFE, UNINTERRUPTED FLOW OF AIRCRAFT AND VEHICULAR TRAFFIC ADJACENT TO THE

WORK SITE.

· FEDERAL AVIATION ADMINISTRATION (FAA) FORM 7460-1 IS REQUIRED TO BE FILED WITH THE FAA FOR

THIS PROJECT ALONG WITH ALL CRANE ACTIVITY ASSOCIATED WITH CONSTRUCTION. THE

CONTRACTOR SHALL COORDINATE WITH ANG BASE FOR THE PROPOSED TYPE AND HEIGHT OF THE

EQUIPMENT BEING USED ON THE PROJECT FOR DETERMINING THE FAA FILING REQUIREMENTS.

2. CONSTRUCTION PHASING NOTES

· SEE SHEETS G201 TO G203 FOR DETAILED PHASING OF THIS PROJECT.

· SEE SHEET G501 FOR CONSTRUCTION PHASING DETAILS.

· SEE SHEET C100 FOR HAUL ROUTES, MILLING DEPOSIT AREA AND CONTRACTOR STAGING/STORAGE

AREA.

· THIS PROJECT CONTAINS PHASES AND SUB-PHASES. THE SUB-PHASES REFER TO THE AREAS WITHIN EACH PHASE. UNLESS OTHERWISE INDICATED, PHASES AND THEIR ASSOCIATED SUB-PHASES CAN BE

SHUTDOWN SIMULTANEOUSLY, BUT THE CONTRACTOR MUST STILL ADHERE TO THE CALENDAR

LIMITATIONS FOR THE SUB-PHASES.

· EACH PHASE/SUB-PHASE SEQUENCE AND ALL RUNWAY/TAXIWAY/TAXILANE CLOSURES SHALL BE

COORDINATED WITH THE CONTRACTING OFFICER.

· LOW PROFILE BARRICADES, PER DETAILS ON SHEET G501, SHALL BE ERECTED AT CLOSED TAXIWAYS AND AROUND THE CURRENT WORK AREA TO CONTROL CONSTRUCTION TRAFFIC AND TO DELINEATE

THE WORK AREA TO CONSTRUCTION PERSONNEL.

· NO MORE THAN ONE PHASE SHALL BE CLOSED AT A TIME FOR CONSTRUCTION, UNLESS OTHERWISE

INDICATED WITHIN THE PLANS OR APPROVED BY THE CONTRACTING OFFICER.

· CALENDAR DAY LIMITATIONS FOR THE PHASES AND SUB-PHASES ARE LISTED ON THE INDIVIDUAL

PHASES.

· BEFORE OPENING AN AREA TO AIRCRAFT OPERATIONS, THAT PHASE MUST BE TOTALLY COMPLETE

AS REQUIRED BY PHASING PLANS.

· UNLESS OTHERWISE INDICATED, CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF UFC 3-260-01 APPENDIX B, SECTION 14 "CONSTRUCTION PHASING PLAN AND OPERATIONAL SAFETY ON

AIRFIELDS DURING CONSTRUCTION".

3. AREAS AND OPERATIONS AFFECTED BY THE CONSTRUCTION ACTIVITY.

· ALL HIGH PROFILE EQUIPMENT, SUCH AS CRANES, WILL BE LOWERED WHEN NOT IN USE. ALL EQUIPMENT ON THE PROJECT SITE SHALL BE EQUIPPED WITH AN ORANGE/WHITE FLAG OR YELLOW

STROBE/BEACON. BEACONS SHALL BE OPERATIONAL WHENEVER EQUIPMENT IS ON THE PROJECT

SITE. EQUIPMENT USED DURING NIGHT TIME OPERATIONS SHALL BE EQUIPPED WITH A BEACON.

· ALL BARRICADES OUTLINED IN THE CONSTRUCTION PLANS SHALL BE LOW-PROFILE BARRICADES MATCHING THE DETAIL ON SHEET G501. ANY VARIATION FROM THIS BARRICADE TYPE MUST BE

SUBMITTED TO AND APPROVED BY THE CONTRACTING OFFICER.

· CONTRACTOR SHALL MAINTAIN CONTROL OF EQUIPMENT AND PERSONNEL AND PREVENT MOVEMENT OUTSIDE OF THE PROJECT LIMITS AND/OR THROUGH ACTIVE AIRCRAFT OPERATION AREAS. ACTIVE AIRCRAFT OPERATION AREAS INCLUDE TAXIWAYS AND RUNWAYS NOT CLOSED DUE TO THE PROJECT

REQUIREMENTS. FOR EXAMPLE, WHILE AIRCRAFT MAY BE MOVING ALONG OPEN TAXIWAYS,

CONTRACTOR'S PERSONNEL WILL NOT BE PERMITTED TO ACCESS THESE OPEN TAXIWAYS WITHOUT

SECURING PERMISSION FROM THE ATCT. CONTRACTOR EQUIPMENT, VEHICLES, AND PERSONNEL

SHALL YIELD TO ALL AIRCRAFT MOVEMENT AND EMERGENCY EQUIPMENT. CONTRACTOR'S

EQUIPMENT SHALL BE REMOVED FROM TAXIWAY CLEARANCE AREA AND RUNWAY CLEAR ZONE

WHEN NOT IN USE (REFER TO UFC 3-260-01).

4. PROJECT SITE ACCESS

· ACCESS TO THE SITE WILL BE VIA THREE PROJECT GATES AS SHOWN ON HAUL ROUTES PLAN SHEET

C100. NO OTHER ACCESS POINTS ARE PERMITTED WITHOUT THE WRITTEN APPROVAL FROM THE

CONTRACTING OFFICER.

· HAUL ROUTES FROM THE ACCESS GATES SHALL BE ADEQUATELY DELINEATED WITH TRAFFIC CONES, AND/OR BARRICADES TO MARK TRAVEL ROUTES FOR CONSTRUCTION AND DELIVERY VEHICLES AND

TO PREVENT VEHICLES FROM STRAYING FROM DESIGNATED TRAVEL ROUTES. SIMILARLY,

PATHWAYS FROM THE APPROPRIATE STAGING AREAS TO THE CURRENT WORK AREA SHALL BE

ADEQUATELY DELINEATED IN THE SAME MANNER. ALL TRAFFIC CONTROL MEASURES SHOULD BE

PLACED AS SUCH TO ALLOW BASE RESCUE AND FIREFIGHTING VEHICLES (ARFF) TO TRAVEL

THROUGH THE AREA.

· CONTRACTOR SHALL COORDINATE SECURITY ARRANGEMENTS WITH ANG BASE DURING THE COURSE OF THE PROJECT. CONTRACTOR SHALL MEET THE SECURITY REQUIREMENTS ESTABLISHED BY ANG

BASE AND SHALL BE RESPONSIBLE FOR ENSURING THAT CONTRACTOR'S PERSONNEL AND

SUBCONTRACTOR'S PERSONNEL ADHERE TO SUCH REQUIREMENTS.

· CONSTRUCTION TRAFFIC WILL BE LIMITED TO THE PATHWAYS AS INDICATED ON THE PLANS, UNLESS

OTHERWISE APPROVED BY THE CONTRACTING OFFICER.

5. PROJECT SITE MANAGEMENT

WILDLIFE

· ALL PERSONNEL SHALL TAKE IMMEDIATE ACTION TO ELIMINATE WILDLIFE HAZARDS WHENEVER THEY ARE DETECTED. HAZARDS INCLUDE, BUT ARE NOT LIMITED TO, TRASH (FOOD SCRAPS AND

MISCELLANEOUS WASTE), STANDING WATER, TALL GRASS AND SEEDS. THE CONTRACTOR SHALL

CONTACT ANG BASE OPERATIONS IMMEDIATELY IN THE EVENT THAT WILDLIFE IS OBSERVED FOR

ANY NECESSARY REMOVAL.

TRASH

· THE CONTRACTOR SHALL OBSERVE STRICT ADHERENCE TO SITE CLEANLINESS. DAILY VISUAL

INSPECTIONS SHALL BE PERFORMED BY THE CONTRACTOR AND AIRPORT TO ENSURE SITE

TRASH IS PICKED UP TO PREVENT FROM BEING BLOWN AROUND THE AIRFIELD. TRASH IS

CONSIDERED A HAZARD IN THAT IT MAY BECOME WINDBLOWN AND BECOME FOREIGN OBJECT

DEBRIS (FOD); OR IT MAY ATTRACT UNWANTED WILDLIFE WHICH MAY PRESENT SERIOUS

HAZARDS TO AIRCRAFT. CONTRACTOR SHALL BE RESPONSIBLE FOR PICKING UP ALL OBSERVED

FOD REGARDLESS OF THE SOURCE OF THE FOD.

FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT

· A MINIMUM OF ONE SWEEPER SHALL BE ON-SITE AND OPERATIONAL AT ALL TIMES. THIS

SWEEPER SHALL BE DEDICATED FOR THE EXCLUSIVE USE OF CLEANING AND FOD FROM THE

RUNWAY, TAXIWAY, AND TAXILANE AREAS. THE BROOM SHALL NOT BE COMPRISED BRISTLES.

· CONTRACTOR SHALL BE RESPONSIBLE FOR IMMEDIATELY CLEANING UP ANY FOD GENERATED

FROM CONSTRUCTION ACTIVITIES WITHIN AIRCRAFT MOVEMENT AREAS AND MAINTAINING

EFFECTIVE CONTROL OF FOD AT ALL TIMES THROUGHOUT ALL AREAS OF OPERATIONS.

· PRIOR TO OPENING TAXIWAYS AND RUNWAY AREAS TO AIRCRAFT A FOD CHECK SHALL BE

PERFORMED BY CONTRACTOR PERSONNEL AND THE CONTRACTING OFFICER. PROJECT AREAS

SHALL NOT BE OPENED TO AIRCRAFT TRAFFIC BEFORE PERFORMING THE FINAL FOD CHECK.

· PILES OF RUBBLE AND/OR SUPPLIES ARE NOT PERMITTED ALONG ANY AREAS OPEN TO

AIRCRAFT. ANY PILE GENERATED IN THESE AREAS SHALL BE CLEANED UP AND HAULED AWAY

BEFORE THE END OF THE WORK DAY. ANY OPEN TRENCHES OR EXCAVATION ALONG AREAS

OPEN TO AIRCRAFT SHALL BE BACKFILLED OR SECURELY COVERED AS SOON AS POSSIBLE AND

NOT LEFT OPEN DURING NON-WORK HOURS. AIRCRAFT OPERATIONS WILL NOT BE ALLOWED ON

A TAXIWAY/RUNWAY WHERE OPEN TRENCHES OR EXCAVATIONS OCCUR WITHIN THE CLEARANCE

ZONES.

· THE CONTRACTOR IS REQUIRED TO CONTROL DUST AND DEBRIS THAT RESULTS FROM HIS

OPERATIONS. WASTE AND LOOSE MATERIALS SHALL NOT BE PLACED IN ACTIVE MOVEMENT

AREAS. MATERIALS TRACKED ONTO THESE AREAS MUST BE REMOVED CONTINUALLY DURING

THE COURSE OF THE PROJECT.

· FOD CHECKS ARE TO BE PERFORMED BEFORE LEAVING STAGING AREAS AND PHASE AREAS.

THIS CHECK SHALL INCLUDE INSPECTION OF VEHICLES AND EQUIPMENT FOR POTENTIAL FOD

AND THE REMOVAL OF SUCH MATERIALS TO PREVENT FOD DEBRIS FROM BEING INTRODUCED

INTO AREAS OPEN TO AIRCRAFT TRAFFIC.

HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT

· ALTHOUGH HAZARDOUS MATERIALS ARE NOT ANTICIPATED ON THIS PROJECT, THE

CONTRACTOR WILL BE REQUIRED TO FOLLOW THE SAFETY PROVISIONS OUTLINED IN THE

CONTACT DOCUMENTS FOR CIRCUMSTANCES WHICH MAY OCCUR ON THIS PROJECT. ALL

LUBRICATING LIQUIDS AND SOLIDS (OILS AND GREASES) SHALL BE SECURED AND CONTAINED IN

DRY AREAS UNTIL USED BY TRAINED PERSONNEL OR MECHANICS. ALL WASTE MATERIAL SHALL

BE PROPERLY DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE ENVIRONMENTAL LAWS AND

ACCORDING TO MANUFACTURER'S DIRECTIONS. CONSTRUCTION FUEL SHALL NOT BE STORED

AT THE SITE.

6. NOTIFICATION OF CONSTRUCTION ACTIVITIES

· APPROPRIATE NOTICES TO AIRMEN (NOTAMS) MUST BE ISSUED PRIOR TO COMMENCING WORK

ACTIVITIES IN THE VICINITY OF AIRCRAFT OPERATION AREAS. CONTRACTOR SHALL COORDINATE

WORK ACTIVITIES AND PROJECT SCHEDULE WITH THE SELFRIDGE ANG BASE AT LEAST TWO

WEEKS PRIOR TO EACH CHANGE IN CONSTRUCTION PHASING. MTAA SHALL COORDINATE

ISSUANCE OF NOTAMS BASED UPON INFORMATION SUPPLIED BY THE CONTRACTOR. ANG BASE

SHALL ISSUE NOTAMS AND CONFIRM THAT NOTAMS HAVE BEEN PUBLISHED. PRIOR TO MOVING

INTO AIRCRAFT MOVEMENT AREAS TO ERECT TRAFFIC CONTROL, CONFIRMATION OF ISSUANCE

OF NOTAMS WITH AIR TRAFFIC CONTROL TOWER SHALL BE MADE WHILE SECURING PERMISSION

TO ENTER AIRCRAFT MOVEMENT AREAS.

EMERGENCY NOTIFICATION PROCEDURES

· THE SUPERINTENDENT SHALL BE THE 24 HOUR ON-CALL REPRESENTATIVE FOR EMERGENCY

SITUATIONS.

· 24 HOUR EMERGENCY CONTACTS FOR POLICE, FIRE, MEDICAL RESPONSE, AND KEY PROJECT

PERSONNEL TO BE PROVIDED BY ANG BASE PRIOR TO START OF WORK.

· THE CONTRACTOR WILL PROVIDE A SUBMITTAL INCLUDING A LIST OF CONTACT PERSONNEL FOR

THE CONTRACTOR AND SUBCONTRACTORS, INCLUDING ADDRESSES AND TELEPHONE NUMBERS

FOR USE IN THE EVENT OF AN EMERGENCY. AS CHANGES OCCUR AND ADDITIONAL INFORMATION

BECOMES AVAILABLE, CONTRACTOR SHALL CORRECT AND CHANGE THE PREVIOUS LISTS.

7. INSPECTION REQUIREMENTS

DAILY INSPECTIONS

· THE CONTRACTOR IS RESPONSIBLE FOR QUALITY CONTROL INSPECTION OF HIS/HER OWN

WORK, AS WELL AS FOR ALL SAFETY REQUIREMENTS FOR THE PROJECT. THE CONTRACTOR IS

REQUIRED TO ADHERE TO THE CONTRACT DOCUMENTS, WHICH INCLUDE ALL SAFETY

REQUIREMENTS OF THIS SAFETY AND PHASING PLAN. INSPECTIONS OF THE WORK ZONE

CONES/BARRICADES, STOCKPILE AREAS, EQUIPMENT, EROSION/SEDIMENT CONTROL DEVICES

AND ADJACENT SURFACES SHALL OCCUR ON A DAILY BASIS TO ENSURE ALL CONDITIONS MEET

THE REQUIREMENTS SPECIFIED WITHIN THIS SAFETY & PHASING PLAN AND THE CONTRACT

DOCUMENTS. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR ANY INSPECTIONS OF

MOVEMENT AREAS PRIOR TO THE AREA BEING OPENED FOR ANY AIRCRAFT. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO ADDRESS CONSTRUCTION SAFETY ISSUES ADJACENT OR

INCIDENTAL TO THE PROJECT, EVEN IF THEY ARE NOT DIRECTLY RELATED TO THIS PROJECT.

FINAL INSPECTIONS

· ANY DAMAGE ALONG THE HAUL ROUTES SHALL BE REPAIRED BY THE CONTRACTOR PRIOR TO

THE COMPLETION OF THE PHASE FOR WHICH THE ROUTE IS USED. ALL HAUL ROUTES AND WORK

AREAS SHALL BE INSPECTED BY CONTRACTOR AND THE CONTRACTING OFFICER PRIOR TO ANY

PAVEMENT SECTION BEING RE-OPENED TO AIRCRAFT. THE ANG BASE WILL ALSO HAVE A

STANDING INVITATION TO THESE INSPECTIONS. THE CONTRACTOR SHALL PERFORM A FINAL

INSPECTION OF ALL HAUL ROUTES NEAR THE COMPLETION OF PROJECT WITH ANY DEFECTS

BEING REPAIRED TO AS GOOD OR BETTER THAN EXISTING CONDITION BEING A CONDITION FOR

SUBSTANTIAL COMPLETION OF THE PROJECT.

8. UNDERGROUND UTILITIES

· PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL WALK THE JOB SITE WITH ANG BASE

PERSONNEL AND THE CONTRACTING OFFICER TO IDENTIFY ANY EXISTING UNDERGROUND

UTILITIES, CABLES AND WIRES.

· THE CONTRACTOR SHALL VERIFY, IDENTIFY, LOCATE, MARK OUT & PROTECT THE ACTUAL

LOCATIONS OF UTILITIES PRIOR TO ANY EXCAVATION. WHEN AT ALL FEASIBLE, THE

CONTRACTOR WILL MARK EXISTING UTILITIES IN THE PROJECT AREA.

· THE CONTRACTOR SHALL COORDINATE WITH ALL APPROPRIATE AGENCIES.

· THE CONTRACTOR SHALL HAND-DIG WHEN WITHIN 3 FEET OF ANY KNOWN OR SUSPECTED

UTILITY.

· THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND UTILITIES DURING THE DURATION

OF THE PROJECT.

9. NAVAIDS

GENERAL

· NAVAID SHUTDOWNS WILL BE REQUIRED WHEN CLOSING RUNWAY 01-19. SHUTDOWNS WILL

BE COORDINATED THROUGH ANG BASE OPERATIONS. NAVAIDS WILL BE SHUT DOWN BY

ANG BASE.

· PRIOR TO START OF THE WORK ON AIRFIELD, CONTRACTOR SHALL COORDINATE WITH ANG

BASE OPERATIONS AND OBTAIN THE COMPLETE LIST AND LOCATION OF NAVIGATIONAL

AIDS THAT MAYBE IMPACTED BY THE CONSTRUCTION ACTIVITY.

10. RUNWAY AND TAXIWAY VISUAL AIDS

GENERAL

· PRIOR TO CONSTRUCTION, TEMPORARY CLOSURES WILL BE NOTED WITH THE USE OF LOW

PROFILE BARRICADES AND RUNWAY/TAXIWAY CLOSURE X'S AS NOTED ON THE PLANS.

BARRICADES SHOULD BE SECURED TO PREVENT MOVEMENT FROM JET BLAST. THE ANG

BASE WILL PROVIDE NOTAMS FOR CLOSURES AND THE CONTRACTOR WILL BE REQUIRED

TO PROVIDE, PLACE AND MAINTAIN TEMPORARY BARRICADES DURING THE DURATION OF

WORK BEING PERFORMED IN THE AREA.

MARKINGS

· ALL PAVEMENT MARKINGS WILL BE REPLACED FOR RUNWAY/TAXIWAY RELATED

CONSTRUCTION WORK AS SHOWN ON THE PLANS. PAVEMENT MARKINGS WILL COMPLY

WITH THE SPECIFICATIONS OUTLINED IN THE CONTRACT DOCUMENTS AND SHALL BE IN

THE LOCATIONS PROVIDED HEREIN.

LIGHTING, SIGNS, AND VISUAL NAVAIDS

· CONTRACTOR SHALL COORDINATE WITH ANG BASE TO DE-ENERGIZE RUNWAY LIGHTS,

VISUAL NAVAIDS, TAXIWAY EDGE LIGHTS AND SIGNS CIRCUITS WITHIN THE CLOSED

RUNWAY/ TAXIWAYS. CONTRACTOR SHALL COVER LIGHTS AND SIGNS WHERE LIGHTING

CIRCUITS CANNOT BE DE-ENERGIZED. THESE COVERS SHALL BE PLACED UPON INITIAL

CLOSING OF THE PAVEMENT SECTION AND SHALL BE REMOVED ONLY ONCE

CONSTRUCTION IN THE AREA IS COMPLETED AND APPROVED FOR REOPENING TO

AIRCRAFT OPERATIONS.

· THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER AND THE ANG

BASE ON WHICH TAXIWAY AND RUNWAY DIRECTIONAL SIGNAGE WILL BE NEED TO BE

COVERED FOR THE INDIVIDUAL PHASE AREAS. THIS COORDINATION SHALL OCCUR PRIOR

TO THE CLOSURE OF A PHASE OR SUB-PHASE FOR CONSTRUCTION.

11. MARKING AND SIGNS FOR ACCESS ROADS, HAUL ROUTES, AND AIRFIELD

· THE ACCESS ROADS USED FOR HAULING AND DELIVERY OF MATERIALS TO THE SITE SHALL

BE MARKED, AS NECESSARY, WITH TEMPORARY GUIDANCE SIGNS (STAKE MOUNTED OR

SAW-HORSE, WEIGHTED DOWN WITH SAND BAGS) CONFORMING TO STATE MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) REQUIREMENTS.

· AT ALL ACCESS GATES, SPEED LIMIT SIGNS (20 MPH OR AS REQUIRED BY ANG BASE) SHALL

BE PLACED. STOP SIGNS AND DIRECTION ARROW SIGNS SHALL BE PLACED, AS NECESSARY,

AT KEY POINTS ALONG THE HAUL ROUTES TO ENSURE THE CONTRACTOR VEHICLES

ADHERE TO THE ROUTES SHOWN ON THE PLANS, MINIMIZING THE POTENTIAL FOR

ACCIDENTS OR ERRANTLY DRIVING INTO UNAUTHORIZED ZONES.

· THE CONTRACTOR SHALL ENSURE THAT ALL PERSONNEL ON THE SITE UNDERSTAND THE

MEANING OF THE SIGNS AND ADHERE TO THOSE RULES.

12. HAZARD MARKING AND LIGHTING

· CONTRACTOR SHALL BE RESPONSIBLE FOR THE TRAFFIC CONTROL USED DURING THE

COURSE OF THE PROJECT. CONTRACTOR SHALL FURNISH, INSTALL, MAINTAIN AND

DISMANTLE ALL TRAFFIC CONTROL ITEMS USED DURING THE COURSE OF THE PROJECT.

· ALL VEHICLES AND EQUIPMENT THAT WILL BE CROSSING OR OPERATING IN THE AIR

OPERATIONS AREAS OR ON ANY ACTIVE RUNWAY OR TAXIWAY, AIRCRAFT MOVEMENT

AREAS AND RUNWAY/TAXIWAY SAFETY AREAS SHALL BE MARKED WITH EITHER A FLAG OR

A FLASHING BEACON. THE FLAGS (DAYTIME USE) SHALL BE ON A STAFF ATTACHED TO THE

VEHICLE, 3-FOOT SQUARE WITH ORANGE AND WHITE CHECKERED PATTERN. BEACONS

SHALL BE OF ADEQUATE SIZE AND STRENGTH AS TO BE VISIBLE FROM THE AIR AND

MOUNTED ON THE UPPERMOST PART OF THE VEHICLE. ALL VEHICLES OPERATING DURING

NIGHTTIME OPERATIONS SHALL BE EQUIPPED WITH A FLASHING AMBER BEACON.

· ALL CONTRACTOR'S AND SUBCONTRACTORS' VEHICLES, PERSONNEL AND EQUIPMENT

SHALL BE CONFINED TO THE LIMITS OF THE CONSTRUCTION PHASES, ACCESS WAYS, AND

STAGING AREAS WHERE WORK IS IN PROGRESS.

COPYRIGHT 1999 - FIREHOUSE DESIGNS

1" = 400'

CSPP PHASE 1

& 1A

G201

N O

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0 800 1600

PHASING GENERAL NOTES:

1. THIS DRAWING SHALL BE PRINTED IN COLOR.

2. FOR CSPP NOTES SEE SHEET G101.

3. RUNWAY 01-19 WILL BE OPERATIONAL DURING PHASE 1.

4. TAXIWAYS " "E", "J" AND "H" BETWEEN RUNWAY 01-19 AND

TAXIWAY "B" WILL BE CLOSED DURING PHASE 1.

5. RUNWAY 01-19 WILL BE CLOSED DURING PHASE 1A.

6. TAXIWAY "K" WILL BE CLOSED DURING PHASE 1A.

7. PHASE 1A CONSTRUCTION SHALL BE COORDINATED WITH THE

BASE OPERATIONS.

8. FOR CSPP DETAILS SEE SHEET G501.

9. CONTRACTOR SHALL COORDINATE WITH ANG BASE TO

DE-ENERGIZE TAXIWAY EDGE LIGHTS & SIGNS CIRCUITS WITHIN

THE CLOSED TAXIWAYS. CONTRACTOR SHALL COVER LIGHTS

AND SIGNS WHERE LIGHTING CIRCUITS CANNOT BE

DE-ENERGIZED.

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27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States P: 248 204 5900 F: 248 204 5901

REPAIR RUNWAY

RUNWAY 01-19

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PHASE 1

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DURATION:

1. PHASE 1 - 14 DAYS FROM 0001 TO 2400

2. PHASE 1A - 3 NIGHTS FROM 2200 TO 0600

NOTE:

PHASE 1A MUST BE PERFORMED CONCURRENTLY WITH PHASE 1

CONSTRUCTION ACTIVITIES:

PHASE 1

1. REMOVE EXISTING TAXIWAY B CENTERLINE MARKINGS INCLUDING TAXIWAYS "E",

"H" AND "J" CENTERLINE MARKINGS AT THE INTERSECTIONS PER SHEET C500 AND

INSTALL LOW PROFILE BARRICADES AS SHOWN.

2. PAINT TEMPORARY RUNWAY MARKINGS ON TAXIWAY B PER SHEET C501.

3. PLACE TEMPORARY RUNWAY CLOSURE X MARKINGS OR LIGHTED X OVER NEWLY

PAINTED RUNWAY 01L AND 19R DESIGNATION MARKINGS, MAINTAIN AND REMOVE

WHEN TAXIWAY B IS READY FOR OPERATION AS A TEMPORARY RUNWAY.

PHASE 1A

1. COVER EXISTING TAXIWAYS "E", "H" AND "J" EDGE LIGHTS AND INSTALL LOW

PROFILE BARRICADES. PLACE TEMP LIGHTED X ON RWY 01-19 AND REMOVE AT

THE END OF EACH SHIFT

2. REMOVE EXISTING TAXIWAY B MARKINGS WITHIN TAXIWAY K INTERSECTION PER

SHEET C500 AND PAINT NEW MARKINGS PER SHEET C501 AS REQUIRED PRIOR TO

OPENING OF EXISTING TAXIWAY B FOR OPERATION AS TEMPORARY RUNWAY.

LEGEND:

ACTIVE AIRCRAFT ROUTES

(PHASE 1)

CONSTRUCTION HAUL ROUTE

LOW PROFILE BARRICADES

TRAFFIC CONES

PHASE 1 WORK AREAS

PHASE 1A WORK AREAS

RUNWAY CLOSURE MARKER

PHASE 1A

PHASE 1A

PHASE 1A

PHASE 1

INSTALL LOW PROFILE

BARRICADES AT THE HOLD

BAR ON CLOSED TAXIWAYS

TYP. PHASE 1 AND 1 A

PHASE 1A

TEMPORARY HAUL ROUTE

DURING PHASE 1 & 1A

THROUGH JOY RD GATE.

PROVIDE STOP SIGN, FLAGGER &

FOD CHECK POINT AS REQUIRED

WEST RAMP

EAST RAMP

CW

TR

JB

X X

PHASE 1A

PHASE 1A

X

PHASE 1A ONLY

PHASE 1A ONLY

STAGING AREA

CSPP PHASE 2,

2A, 2B & 2C

G202

N O

R T

H

FEET

0 800 1600

PHASING GENERAL NOTES:

1. THIS DRAWING SHALL BE PRINTED IN COLOR.

2. FOR CSPP NOTES SEE SHEET G101.

3. TEMPORARY RUNWAY 01L-19R WILL BE OPERATIONAL DURING

PHASE 2, 2A & 2B.

4. TAXIWAYS " "E", "J" AND "H" BETWEEN RUNWAY 01-19 AND

TEMPORARY RUNWAY 01L-19R WILL BE CLOSED DURING PHASE 2.

5. RUNWAY 01-19 WILL BE CLOSED DURING PHASE 2, 2A & 2B.

6. TAXIWAY "K" WILL BE CLOSED DURING PHASE 2A.

7. PHASE 2A CONSTRUCTION SHALL BE COORDINATED WITH THE

BASE OPERATIONS.

8. FOR CSPP DETAILS SEE SHEET G501.

9. FOR HAUL ROUTE SEE SHEET C100.

10.CONTRACTOR SHALL COORDINATE WITH ANG BASE TO

DE-ENERGIZE RUNWAY LIGHTS, VISUAL NAVAIDS, TAXIWAY EDGE

LIGHTS AND SIGNS CIRCUITS WITHIN THE CLOSED

RUNWAY/TAXIWAYS. CONTRACTOR SHALL COVER LIGHTS AND

SIGNS WHERE LIGHTING CIRCUITS CANNOT BE DE-ENERGIZED.

11.TAXIWAY A AND TAXIWAY G CANNOT BE CLOSED AND USED AS A

HAUL ROAD SIMULTANEOUSLY, ONE MUST REMAIN OPEN AT ALL

TIMES.

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27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States P: 248 204 5900 F: 248 204 5901

REPAIR RUNWAY

RUNWAY 01-19

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"L

TAXIWAY "A"

TEMP. RUNWAY 01L-19R

(CLASS A VFR)

TAXIWAY "G"

TA

XI

W

AY

"K

DURATION:

1. PHASE 2 & 2B - 60 DAYS FROM 0001 TO 2400

2. PHASE 2A - 14 NIGHTS FROM 2200 TO 0600

3. PHASE 2C - 21 NIGHTS FROM 2200 TO 0600

NOTES:

· PHASE 2A MUST BE PERFORMED CONCURRENTLY WITH PHASE 2

· PHASE 2C MUST BE PERFORMED A MINIMUM 30 DAYS AFTER

COMPLETION OF PAVING OPERATION

CONSTRUCTION ACTIVITIES:

PHASE 2

1. PLACE TEMPORARY RUNWAY CLOSURE LIGHTED X OVER RUNWAY 01 AND 19 DESIGNATION MARKINGS. MAINTAIN

AND REMOVE WHEN RWY 01-19 PHASE WORK IS COMPLETE AND OPERATIONAL.

2. COLD MILL AND ASPHALT OVERLAY OF THE EXISTING RUNWAY PAVEMENT.

3. FULL DEPTH REPAIR OF RUNWAY AND SHOULDER PAVEMENT AREAS AS SHOWN ON THE PLANS.

4. COLD MILL AND ASPHALT OVERLAY OF THE EXISTING TAXIWAYS J AND H PAVEMENT.

5. REMOVAL OF AIRFIELD MARKINGS ON RUNWAY AND TAXIWAY SURFACE AREAS NOT BEING MILLED OR REPAIRED.

6. CRACK REPAIR OF RUNWAY SHOULDERS.

7. RUNWAY AND TAXIWAY PAVEMENT MARKINGS.

PHASE 2A & 2B

1. REMOVAL OF AIRFIELD MARKINGS ON RUNWAY AND TAXIWAY SURFACE AREAS NOT BEING MILLED OR REPAIRED.

2. CRACK REPAIR OF RUNWAY SHOULDERS.

3. RUNWAY AND TAXIWAY PAVEMENT MARKINGS.

PHASE 2C

1. PLACE TEMPORARY RUNWAY CLOSURE LIGHTED X ON RUNWAY 01 AND 19 PER PHASE 2

2. RUNWAY ASPHALT PAVEMENT GROOVING AND FINAL COAT OF PAVEMENT MARKINGS ON RUNWAY AND TAXIWAYS

LEGEND:

ACTIVE AIRCRAFT ROUTES

CONSTRUCTION HAUL ROUTE

LOW PROFILE BARRICADES

TRAFFIC CONES

PHASE 2 & 2C WORK AREAS

PHASE 2A WORK AREAS

PHASE 2B WORK AREAS

RUNWAY CLOSURE MARKERX

TEMPORARY HAUL ROUTE DURING

PHASE 2 THROUGH SOUTH GATE

(SEE PHASING NOTE 11)

INSTALL LOW PROFILE

BARRICADES AT THE HOLD

BAR ON CLOSED TAXIWAYS

TYP.

PHASE 2, 2CPHASE 2A

PHASE 2B

X X

SOUTH GATE

PLACE LOW PROFILE

BARRICADES DURING

PHASES 2 AND 2A

WEST RAMP

EAST RAMP

SOUTH GATE ACCESS

CW

TR

JB

0'

TY

P.

200'

120'

0'

PROVIDE STOP SIGN, FLAGGER

& FOD CHECK POINT

(SEE PHASING NOTE 11)

STAGING AREA

PROVIDE STOP SIGN, FLAGGER &

FOD CHECK POINT AS REQUIRED

INSTALL LOW PROFILE

BARRICADES TYP.

CSPP PHASE 3

& 3A

G203

N O

R T

H

FEET

0 800 1600

PHASING GENERAL NOTES:

1. THIS DRAWING SHALL BE PRINTED IN COLOR.

2. FOR CSPP NOTES SEE SHEET G101.

3. RUNWAY 01-19 WILL BE OPERATIONAL DURING PHASE 3.

4. TAXIWAYS " "E", "J" AND "H" BETWEEN RUNWAY 01-19 AND

TAXIWAY "B" WILL BE CLOSED DURING PHASE 3.

5. RUNWAY 01-19 WILL BE CLOSED DURING PHASE 3A.

6. TAXIWAY "K" WILL BE CLOSED DURING PHASE 3A.

7. PHASE 3A CONSTRUCTION SHALL BE COORDINATED WITH THE

BASE OPERATIONS.

8. FOR CSPP DETAILS SEE SHEET G501.

9. CONTRACTOR SHALL COORDINATE WITH ANG BASE TO

DE-ENERGIZE TAXIWAY EDGE LIGHTS & SIGNS CIRCUITS WITHIN

THE CLOSED TAXIWAYS. CONTRACTOR SHALL COVER LIGHTS

AND SIGNS WHERE LIGHTING CIRCUITS CANNOT BE

DE-ENERGIZED.

http://www.AECOM.com

27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States P: 248 204 5900 F: 248 204 5901

REPAIR RUNWAY

RUNWAY 01-19

TA

XI

W

AY

"G

TA

XI

W

AY

"E

TA

XI

W

AY

"H

TAXIWAY "M"

TAXIWAY "A"

M

ID

F

IE

LD

A

CC

ES

S

RO

AD

TA

XI

W

AY

"J

TA

XI

W

AY

"L

TAXIWAY "A"

TAXIWAY "B"

(TEMP RWY 01L-19R)

TAXIWAY "G"

PHASE 3

TA

XI

W

AY

"K

DURATION:

1. PHASE 3 - 14 DAYS FROM 0001 TO 2400

2. PHASE 3A - 3 NIGHTS FROM 2200 TO 0600

NOTE:

PHASE 3A MUST BE PERFORMED CONCURRENTLY WITH PHASE 3

CONSTRUCTION ACTIVITIES:

PHASE 3

1. PLACE TEMPORARY RUNWAY CLOSURE MARKING X OR LIGHTED X OVER

TEMPORARY RUNWAY 01L AND 19R DESIGNATION MARKINGS. MAINTAIN AND

REMOVE WHEN PHASE 3 WORK IS COMPLETE AND TAXIWAY B IS OPERATIONAL.

2. REMOVE EXISTING TEMPORARY RUNWAY 01L-19R MARKINGS.

3. PAINT NEW PAVEMENT MARKINGS ON TAXIWAY B PER SHEET C502.

4. REMOVE EXISTING TEMPORARY RUNWAY 01L-19R LIGHTS AND INSTALL NEW

TAXIWAY B LIGHTS ON TAXIWAY B.

PHASE 3A

1. PLACE TEMP LIGHTED X ON RWY 01-19 AND REMOVE AT THE END OF EACH SHIFT

2. REMOVE TEMPORARY RUNWAY 01L-19R MARKINGS WITHIN TAXIWAY K/B

INTERSECTION AND INSTALL NEW TAXIWAY MARKINGS PER SHEET C502.

LEGEND:

ACTIVE AIRCRAFT ROUTES

(PHASE 3)

CONSTRUCTION HAUL ROUTE

LOW PROFILE BARRICADES

TRAFFIC CONES

PHASE 3 WORK AREAS

PHASE 3A WORK AREAS

RUNWAY CLOSURE MARKERS

PHASE 3A

PHASE 3

INSTALL LOW PROFILE

BARRICADES AT THE HOLD

BAR ON CLOSED TAXIWAYS

TYP. PHASE 3 AND 3A

WEST RAMP

EAST RAMP

CW

TR

JB

TEMPORARY HAUL ROUTE

DURING PHASE 3 & 3A

THROUGH JOY RD GATE.

PROVIDE STOP SIGN, FLAGGER &

FOD CHECK POINT AS REQUIRED STAGING AREA

X

PHASE 3A ONLY

X

PHASE 3A ONLY

X

Southfield, MI 48034 United States P: 248 204 5900 F: 248 204 5901

REPAIR RUNWAY

CONSTRUCTION

PHASING DETAILS

G501

SOUTH

GATE

J0Y RD

GATE

X

X

HAUL ROUTES

AND

MILLINGS DEPOSIT

AREAS

C100

HAUL ROUTES AND MILLINGS DEPOSIT AREAS

Feet 0 1,200 2,400

NORTH

TEMPORARY CLOSURE

BARRICADE LOCATIONS

PLACE TEMPORARY CLOSURE X

MARKINGS PER UFC 3-260-04, FIGURE 8.1

(SEE DETAIL A3 SHEET G501)

PROPOSED RUNWAY

MILL/OVERLAY LIMITS

MILLING DEPOSIT AREA

CONTRACTOR RESPONSIBLE FOR

MAINTENANCE OF PILE HEIGHT AND

SPREADING MILLINGS. MILLING DEPOSIT AREAS

ARE ACCURATE AT PLAN GENERATION BUT MAY

NEED TO BE REASSESSED AFTER PROJECT

AWARD BASED ON BASE SESC PERMIT

REQUIREMENTS. ADDITIONAL SITES AS NEEDED

FOR MILLING DEPOSITS WILL BE PROVIDED BY

THE ANG BASE WITHIN 6 MILES DRIVING

DISTANCE FROM THE RUNWAY.

X

TEMPORARY LIGHTED X PLACED BY

CONTRACTOR AT CURRENT RUNWAY NUMBER

LOCATION. PER FAA AC 150/5340-1 AND

FAA AC 150/5345-55

(SEE DETAIL A5 ON SHEET G501)

TEMPORARY HAUL ROAD http://www.AECOM.com

27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States P: 248 204 5900 F: 248 204 5901

REPAIR RUNWAY

NOTES:

1. TAXIWAY A AND TAXIWAY G CANNOT BE

CLOSED AND USED AS A HAUL ROAD

SIMULTANEOUSLY, ONE MUST REMAIN OPEN

AT ALL TIMES.

2. CONTRACTOR IS RESPONSIBLE FOR PAYING

FOR SECURITY AT SOUTH GATE

CONSTRUCTION ENTRANCE.

LEGEND

REMOVE RUNWAY

DESIGNATOR NUMBER

MARKINGS PRIOR TO

RUNWAY CLOSURE

PROPOSED RUNWAY

MILL/OVERLAY LIMITS

PHASE 2

TEMPORARY CLOSURE

BARRICADE LOCATIONS

(SEE PHASING PLANS) TYP.

BASE ESCORT REQUIRED

FOR ALL WORK PERFORMED

WITHIN AIRFIELD LIMITS

REMOVE RUNWAY

DESIGNATOR NUMBER

MARKINGS PRIOR TO

RUNWAY CLOSURE

CONSTRUCTION ENTRY POINT

PHASE 2 (SEE NOTE 1)

CONTRACTOR STAGING/

STORAGE AREA

CONTRACTOR STAGING AND STORAGE

AREA. EXACT SIZE AND LOCATION MUST BE

COORDINATED WITH BASE.

TEMPORARY RUNWAY

01L-19R PHASES 1 & 3

HALL ROUTE

PHASES 1 & 3

PHASE 2B

PHASE 2A

STAGING AREA &

FOD CHECK POINT

PHASES 1 &3

MILLING DEPOSIT AREA 5

(30,000 SQ FT)

TEMPORARY HAUL ROAD

FOR MILLING DEPOSITS

CP 100

CP 101

CP 102

CP 103

CP 104

CP 105

CP 106

CP 107

CP 108

CP 109

CP 110

CP 111

CP 112

CP 113

CP 114

SH

EE

TS

C

C

SH

EE

TS

C

C

SH

EE

TS

C

C

SH

EE

TS

C

C

SH

EE

TS

C

C

C16 AOC

CONSTRUCTION

ENTRY POINT

KC-G

KC-H

KC-J

KC-L

KC-M

KC-K

KC-I

SH

EE

TS

C

C

CP 200

CP 201

BM 7225

BM 6188

MILLING

DEPOSIT

AREA 4

MILLING

DEPOSIT

AREA 1

CRF AOC

SITE LEGEND

SOIL BORING

CONTROL POINT

MATCHLINE

MILL EX. ASPHALT

KC-X

BENCH MARKS

BM

Elevation

579.07

578.30

LOCATION

CHISLED "X" ON CONC. LIGHT BASE

CHISLED "X" ON CONC. LIGHT BASE

CONTROL POINTS

Point #

Northing

407116.04

406674.84

407742.58

408173.01

408565.83

408941.31

409346.32

409702.96

410016.58

410342.89

410748.42

411035.92

411305.30

411517.57

412008.22

408217.42

408113.82

Easting

13535274.72

13535276.70

13535289.34

13535291.04

13535294.49

13535296.14

13535300.66

13535304.47

13535304.21

13535305.30

13535314.03

13535312.60

13535321.13

13535329.08

13535333.48

13534791.28

13534795.90

Elevation

577.83

578.11

578.03

577.16

577.15

577.20

576.86

578.80

576.80

576.52

576.87

577.33

577.40

577.10

577.52

578.28

578.21

NORTH

RUNWAY FULL

DEPTH REPAIR

LAYOUT PLAN

C101 Feet

0 600 1200

MILLINGS DISPOSAL NOTE:

"THIS RISK OF THE SITE CONTAINING CONTAMINATED SOIL EXISTS AND ACTIVE REMEDIATION INVESTIGATION IS ON-GOING; THEREFORE, THIS LOCATION CONTAINS STATE REGULATED MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY SOIL MEDIA RELOCATION RESTRICTIONS; THEREFORE, PROPER SOIL MANAGEMENT AND COORDINATION WITH THE ENVIRONMENTAL MANAGEMENT OFFICE

AT THIS LOCATION IS REQUIRED. SOIL FROM THIS LOCATION SHALL BE PROPERLY DISPOSED TO A LICENSED LANDFILL IF REMOVED FROM THE SITE (INCLUDING SOIL CHARACTERIZATION ANALYTICAL TESTING AND ENVIRONMENTAL OFFICE ANALYTICAL RESULTS REVIEW) OR SOIL MAY REMAIN WITHIN THE AREA OF CONCERN DELINEATED BOUNDARIES, COVERED WITH TOPSOIL, AND SITE VEGETATION RESTORATION (MULCH MATTING AND SEEDING) MUST OCCUR, AS SOIL DISTURBED AREAS." SEE SHEET T100 FOR MILLING DEPOSIT SITE LOCATION. CONTRACTOR IS RESPONSIBLE FOR SPREADING

MILLINGS IN THE APPROVED MILLINGS DEPOSIT AREAS.

CRF-AOC CRASH SITE NOTE:

"THE CONTAMINATED SOIL AT THIS LOCATION CONTAINS STATE REGULATED MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY SOIL MEDIA RELOCATION RESTRICTIONS; THEREFORE, PROPER SOIL

MANAGEMENT AND COORDINATION WITH THE ENVIRONMENTAL MANAGEMENT OFFICE AT THIS

LOCATION IS REQUIRED. SOIL FROM THIS LOCATION SHALL BE PROPERLY DISPOSED TO A LICENSED LANDFILL IF REMOVED FROM THE SITE (INCLUDING SOIL CHARACTERIZATION ANALYTICAL TESTING AND ENVIRONMENTAL OFFICE ANALYTICAL RESULTS REVIEW) OR SOIL MAY REMAIN WITHIN THE

AREA OF CONCERN DELINEATED BOUNDARIES, COVERED WITH TOPSOIL, AND SITE VEGETATION

RESTORATION (MULCH MATTING AND SEEDING) MUST OCCUR, AS SOIL DISTURBED AREAS."

GENERAL NOTES:

1. NO SOIL IS EXPECTED TO BE DISTURBED DURING EXECUTION OF THIS PROJECT. SELFRIDGE HAS

DESIGNATED MILLINGS DEPOSIT AREAS 1 AND 4 AS THE PREFERRED SITES FOR THE RUNWAY

PROJECT. CONTRACTOR TO COORDINATE WIT COR AS TO WHICH DEPOSIT AREA TO USE.

CONTRACTOR IS RESPONSIBLE FOR LABOR AND EQUIPMENT TO SPREAD MILLINGS. MILLINGS

STAGING PILE CANNOT EXCEED THE HEIGHT OF ADJACENT TREETOPS. CONTRACTOR SHALL

BECOME FAMILIARIZED WITH MILLINGS STAGING AREA PRIOR TO BID SUBMITTAL. PLACE TOPSOIL

AND SEED IF MILLINGS DISPOSAL SITE GRASS IS DAMAGED.

2. ENTIRE RUNWAY (150' WIDTH) TO BE MILLED, FILLED, AND RESTRIPED IN ACCORDANCE WITH UFC

3-260-04 16 MAY 2018.

3. CONTRACTOR TO NOTIFY BASE COMMUNICATIONS TO MARK UTILITIES PRIOR TO START OF

CONSTRUCTION ACTIVITIES

FULL DEPTH

REPAIR AREA

NO. 1

FULL DEPTH

REPAIR AREA

NO. 2

FULL DEPTH

REPAIR AREA

NO. 3

FULL DEPTH REPAIR AREA 1

· APPEARS TO BE A PREVIOUS REPAIR AREA

· WIDENED CENTER CRACK SOUTH OF CONCRETE/ASPHALT INTERFACE AND A CRACK AT

INTERFACE

· PROPOSING 35' WIDE PAVEMENT SOUTH OF INTERFACE FULL DEPTH AND 150' RUNWAY WIDTH

REPAIR PER CURRENT DESIGN. SAWCUT/REMOVE 12" OF CONCRETE FULL DEPTH/WIDTH

REMOVAL/REPAIR AT INTERFACE TO REMOVE POTENTIAL EXISTING DOWELS

· UFC 3-260-02 FIGURE 12-36 RIGID-FLEXIBLE PAVEMENT JUNCTION DETAIL REPAIR IS PROPOSED

FOR THIS AREA. SEE SHEET C-601.

· SAWCUT FULL DEPTH AC PAVEMENT AT RUNWAY/SHOULDER INTERFACE, PROTECT SHOULDER

OUTSIDE OF FAILURE AREAS WITH BONDBREAKER AND TEMPORARY SUPPORT DURING REPAIR.

· REPAIR SHOULDER 10' WIDE CENTERED OVER THE CRACK APPROXIMATELY 9' INTO SHOULDER

PER SHEETS C201 AND C601 AND PER DETAIL 3 ON SHEET C603

· FOR PAVEMENT CRACK REPAIRS SEE DETAILS ON SHEET C601 & C603

FULL DEPTH REPAIR AREA 2

· NOT BELIEVED TO BE ASSOCIATED WITH PREVIOUS REPAIR

· CONTRACTOR TO PROTECT UNDERDRAIN.

· 47.2' FULL DEPTH AND 150' RUNWAY WIDTH REPAIR 20' TO NORTH TO ENCOMPASS SPEED

BUMP AND 15' TO THE SOUTH OF CRACKING (TOTAL 35' WIDE)

· ACC TO ACC FULL DEPTH REPAIR DETAIL IS PROPOSED FOR THIS LOCATION

· SAWCUT FULL DEPTH AC PAVEMENT AT RUNWAY/SHOULDER INTERFACE, PROTECT

SHOULDER OUTSIDE OF FAILURE AREAS WITH BONDBREAKER AND TEMPORARY SUPPORT

DURING REPAIR.

· REPAIR SHOULDER 10' WIDE CENTERED OVER THE CRACK APPROXIMATELY 9' INTO

SHOULDER PER SHEETS C201 AND C601 AND PER DETAIL 3 ON SHEET C603

· FOR PAVEMENT CRACK REPAIRS SEE DETAILS ON SHEET C602 & C603

FULL DEPTH REPAIR AREA 3

· NOT BELIEVED TO BE ASSOCIATED WITH PREVIOUS REPAIR

· 75.3' WIDE FULL DEPTH AND 150' RUNWAY WIDTH REPAIR TO COVER DISTRESSED AREA

· SAWCUT FULL DEPTH AC PAVEMENT AT RUNWAY/SHOULDER INTERFACE, PROTECT SHOULDER

OUTSIDE OF FAILURE AREAS WITH BONDBREAKER AND TEMPORARY SUPPORT DURING REPAIR.

· REPAIR SHOULDER 10' WIDE CENTERED OVER THE CRACK APPROXIMATELY 9' INTO SHOULDER

PER SHEETS C201 AND C601 AND PER DETAIL 3 ON SHEET C603

· FOR PAVEMENT CRACK REPAIRS SEE DETAILS ON SHEET C602 & C603

http://www.AECOM.com

27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States

CP 113

CP 114

SB-E

MATCHLINE SHEETS C201 & C401

STORM MANHOLE

RIM 579.44

MATCHLINE SHEETS C202 & C402

STORM MANHOLE

RIM 579.50

579.38

PAVEMENT FAILURE

STA. 0+27.1

150.0'

RUNWAY WIDTH

PAVEMENT FAILURE

STA. 0+13.6

PAVEMENT FAILURE

STA. 0+13.5

PAVEMENT FAILURE

STA. 0+10.4

PAVEMENT FAILURE

STA. 6+74.6

PAVEMENT FAILURE

STA. 6+62.4

KC-J KC-M

KC-K

MILL 6.25" OF ASPHALT

OVERLAY OVER CSB/RCB

(3 LIFTS)

15.2'14.1'

FULL DEPTH REPAIR

AREA NO. 2

STA.6+42.4 - 6+89.6

FULL DEPTH REPAIR AREA

NO. 1 STA. 0-00+35+00

CONTRACTOR TO PROTECT

UNDERLYING STORM SEWER

LINE IN REPAIR AREA

AS

PH

AL

T

SH

OU

LD

ER

AS

PH

AL

T

SH

OU

LD

ER

CONTRACTOR TO PROTECT

SHOULDER OUTSIDE OF

FULL DEPTH REPAIR AREAS,

INCLUDING EDGE LIGHTS/

MANHOLES TYP.

CONTRACTOR TO PROTECT

SHOULDER OUTSIDE OF

FULL DEPTH REPAIR

AREAS, INCLUDING EDGE

LIGHTS/ MANHOLES TYP.

CONTRACTOR TO PROTECT

SHOULDER OUTSIDE OF

FULL DEPTH REPAIR AREAS,

INCLUDING EDGE LIGHTS/

MANHOLES TYP.

CONTRACTOR TO PROTECT

SHOULDER OUTSIDE OF

FULL DEPTH REPAIR

AREAS, INCLUDING EDGE

LIGHTS/ MANHOLES TYP.

CP 113

580.06580.12

580.18 580.08

580.06580.14

580.16 580.06

580.09580.16

580.14 580.03

CP 114

580.07580.10

580.10 580.03

580.05580.13

580.17 580.03

580.02580.18

580.16 580.00

580.06580.06

580.11 580.14

580.12580.08

580.10 580.12

SB-E

MATCHLINE SHEETS C201 & C401

0+00

1+00

1+99

STORM MANHOLE

RIM 579.44

MATCHLINE SHEETS C202 & C402

A

B

D

A

B

D

STORM MANHOLE

RIM 579.50

PAVEMENT FAILURE

STA. 0+27.1

150.0'

RUNWAY WIDTH

PAVEMENT FAILURE

STA. 0+13.6

PAVEMENT FAILURE

STA. 0+13.5

PAVEMENT FAILURE

STA. 0+10.4

PAVEMENT FAILURE

STA. 6+74.6

PAVEMENT FAILURE

STA. 6+62.4

KC-J KC-M

KC-K

0+

0+

1+

1+

2+

2+

3+

3+

4+

4+

5+

5+

6+

6+

7+

7+

8+

8+

9+

15.2'14.1'

LEGEND

UNDERDRAIN

STORM SEWER MANHOLES

SOIL BORING

RWY/TWY EDGE LIGHT

MILL EX. RUNWAY

ASPHALT OVERLAY

KC-X

EXISTING SURVEY

AND

DEMOLITION PLAN

STA. 0+00 - 8+25

C201 Feet

0 100 200

DEMOLITION PLAN

STA. 0+00 - 8+25

EXISTING SURVEY PLAN

STA. 0+00 - 8+25

NORTH

http://www.AECOM.com

27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States

CP 110

STORM MANHOLE

RIM 579.53

CP 111

CP 112

CP 113

MATCHLINE SHEETS C203 & C403

MATCHLINE SHEETS C202 & C402

MATCHLINE SHEETS C201 & C401

BM 6188

579.47

℄ 580.68

℄ 580.71

℄ 580.69

℄ 580.74

℄ 580.71

579.46 ℄ 580.72

MATCHLINE SHEETS C202 & C402

TAXIWAY 'L'

TAXIWAY 'J'

PAVEMENT FAILURE

STA.11+74.4

PAVEMENT FAILURE

STA.12+04.7

KC-I

MILL 6.25" OF ASPHALT

OVERLAY OVER CSB/RCB

(3 LIFTS)

MILL TAXIWAY TO EXISTING PAVEMENT

EDGE FROM 2020 PROJECT

150.0'

RUNWAY WIDTH

15.6'14.3'

SEE SHEET C-701 FOR

TAXIWAY DETAIL

BM 6188

577.79

577.84577.86

578.15

577.80 577.98

577.96 578.29

578.23

578.57

578.50 578.86

578.80

579.37

579.40

579.43579.66

579.72

579.71

579.69

579.68

FULL DEPTH REPAIR AREA

NO. 3 STA. 11+51.9 - 12+27.2

AS

PH

AL

T

SH

OU

LD

ER

AS

PH

AL

T

SH

OU

LD

ER

CONTRACTOR TO PROTECT

SHOULDER OUTSIDE OF FULL

DEPTH REPAIR AREAS,

INCLUDING EDGE LIGHTS/

MANHOLES TYP.

CONTRACTOR TO PROTECT

SHOULDER OUTSIDE OF

FULL DEPTH REPAIR

AREAS, INCLUDING EDGE

LIGHTS/ MANHOLES TYP.

CP 110

580.10 580.10

580.13580.04

580.06 580.23

580.11580.07

580.06 580.11

580.09580.07

580.24 580.07

STORM MANHOLE

RIM 579.53

580.05580.08

580.24 580.10

CP 111

580.09580.08

580.15 580.06

580.09580.10

580.14 580.06

580.04580.11

580.18 580.01

CP 112

CP 113

580.08580.16

580.13 580.06

580.06580.12

580.18 580.08

MATCHLINE SHEETS C203 & C403

MATCHLINE SHEETS C202 & C402

MATCHLINE SHEETS C201 & C401

BM 6188

579.47

℄ 580.68

℄ 580.71

℄ 580.69

℄ 580.74

℄ 580.71

579.46 ℄ 580.72

0+00

1+00

1+99

MATCHLINE SHEETS C202 & C402

D

C

D

C

TAXIWAY 'L'

TAXIWAY 'J'

PAVEMENT FAILURE

STA.11+74.4

PAVEMENT FAILURE

STA.12+04.7

KC-I

8+

9+

9+

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

150.0'

RUNWAY WIDTH

15.6'14.3'

BM 6188

577.79

578.17

577.84577.86

578.15

577.80 577.98

578.21

577.96 578.29

578.46

578.23

578.57

578.62

578.50 578.86

578.92

578.80

579.37

579.40

579.43579.66

579.72

579.71

579.69

579.68

0+00 1+00 2+00 2+50

LEGEND

UNDERDRAIN

STORM SEWER MANHOLES

SOIL BORING

RWY/TWY EDGE LIGHT

MILL EX. RUNWAY

ASPHALT OVERLAY

MILL EX. TAXIWAY

ASPHALT OVERLAY

KC-X

EXISTING SURVEY

AND

DEMOLITION PLAN

STA. 8+25-18+25

C202 Feet

0 100 200

EXISTING SURVEY PLAN

STA. 8+25 - 18+25

DEMOLITION PLAN

STA. 8+25 - 18+25

NORTH

http://www.AECOM.com

27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States

MATCHLINE SHEETS C203 & C403

MATCHLINE SHEETS C202 & C402

MATCHLINE SHEETS C203 & C403

MATCHLINE SHEETS C204 & C404

MILL 6.25" OF ASPHALT

OVERLAY OVER

CSB/RCB (3 LIFTS)

150.0'

RUNWAY WIDTH

15.6'14.3'

AS

PH

AL

T

SH

OU

LD

ER

AS

PH

AL

T

SH

OU

LD

ER

CONTRACTOR TO PROTECT

SHOULDER OUTSIDE OF

FULL DEPTH REPAIR AREAS,

INCLUDING EDGE LIGHTS/

MANHOLES TYP.

CONTRACTOR TO PROTECT

SHOULDER OUTSIDE OF

FULL DEPTH REPAIR

AREAS, INCLUDING EDGE

LIGHTS/ MANHOLES TYP.

580.12580.10

580.09 580.13

580.14580.11

580.10 580.14

CP 107

580.15580.12

580.12 580.17

580.19580.12

580.11 580.14

580.11580.13

580.15 580.13

CP 108

580.14580.15

580.14 580.16

580.11580.14

580.11 580.14

580.12580.12

580.14 580.13

CP 109580.03580.12

580.10 580.08

580.09580.10

580.10 580.10

MATCHLINE SHEETS C203 & C403

MATCHLINE SHEETS C202 & C402

MATCHLINE SHEETS C203 & C403

MATCHLINE SHEETS C204 & C404

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

150.0'

RUNWAY WIDTH

15.6'14.3'

LEGEND

UNDERDRAIN

STORM SEWER MANHOLES

SOIL BORING

RWY/TWY EDGE LIGHT

MILL EX. RUNWAY

ASPHALT OVERLAY

KC-X

C203

EXISTING SURVEY

AND

DEMOLITION PLAN

STA. 18+25 - 28+50

Feet 0 100 200

EXISTING SURVEY PLAN

STA.18+25 - 28+50

DEMOLITION PLAN

STA.18+25 - 28+50

NORTH

http://www.AECOM.com

27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States

MATCHLINE SHEETS C203 & C403

MATCHLINE SHEETS C204 & C404

MATCHLINE SHEETS C204 & C404

MATCHLINE SHEETS C205 & C405

KC-H

MILL 6.25" OF ASPHALT

OVERLAY OVER CSB/RCB

(3 LIFTS)

150.0'

RUNWAY WIDTH

15.4'14.3'

AS

PH

AL

T

SH

OU

LD

ER

AS

PH

AL

T

SH

OU

LD

ER

CONTRACTOR TO PROTECT

SHOULDER OUTSIDE OF

FULL DEPTH REPAIR

AREAS, INCLUDING EDGE

LIGHTS/ MANHOLES TYP.

CONTRACTOR TO PROTECT

SHOULDER OUTSIDE OF

FULL DEPTH REPAIR AREAS,

INCLUDING EDGE LIGHTS/

MANHOLES TYP.

CP 104

580.20580.30

580.29 580.18

580.19580.28

580.28 580.19

580.21580.28

580.27 580.16

580.21580.27

580.24 580.20

CP 105

580.23580.19

580.24 580.18

580.17580.16

580.17 580.16

580.16580.15

580.13 580.17

580.17580.18

580.17 580.10

CP 106

580.17 580.15

580.12 580.14

580.14580.11

580.10 580.14

MATCHLINE SHEETS C203 & C403

MATCHLINE SHEETS C204 & C404

MATCHLINE SHEETS C204 & C404

MATCHLINE SHEETS C205 & C405

KC-H

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

150.0'

RUNWAY WIDTH

15.4'14.3'

LEGEND

UNDERDRAIN

STORM SEWER MANHOLES

SOIL BORING

RWY/TWY EDGE LIGHT

MILL EX. RUNWAY

ASPHALT OVERLAY

KC-X

C204

EXISTING SURVEY

AND

DEMOLITION PLAN

STA. 28+50 - 38+75

Feet 0 100 200

DEMOLITION PLAN

STA. 28+50 - 38+75

EXISTING SURVEY PLAN

STA. 28+50 - 38+75

NORTH

http://www.AECOM.com

27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States

SB-A

SB-B

MATCHLINE SHEETS C204 & C404

MATCHLINE SHEETS C205 & C405

BM 7225

MATCHLINE SHEETS C205 & C405

MATCHLINE SHEETS C206 & C406

TAXIWAY 'H'

MID FIELD ACCESS ROAD

KC-GKC-L

MILL 6.25" OF

ASPHALT OVERLAY

OVER CSB/RCB (3

LIFTS)

MILL TAXIWAY TO EXISTING PAVEMENT

EDGE FROM 2020 PROJECT

150.0'

RUNWAY WIDTH

14.9'14.8'

BM 7225

SEE SHEET C-702 FOR

TAXIWAY DETAIL

MID FIELD ACCESS ROAD

577.80 577.95 578.18 578.46 578.68

579.21

579.43

579.55579.87

579.86

579.84

579.86

579.88

579.91579.64

579.60

579.32

578.85578.64578.40578.13577.90577.80

578.20

AS

PH

AL

T

SH

OU

LD

ER

AS

PH

AL

T

SH

OU

LD

ER

CONTRACTOR TO PROTECT

SHOULDER OUTSIDE OF

FULL DEPTH REPAIR AREAS,

INCLUDING EDGE LIGHTS/

MANHOLES TYP.

CONTRACTOR TO PROTECT

SHOULDER OUTSIDE OF

FULL DEPTH REPAIR

AREAS, INCLUDING EDGE

LIGHTS/ MANHOLES TYP.

CAUTION

APPROX. LOCATION OF COMM.

DUCT BANK, ±60" DEPTH

CAUTION

APPROX. LOCATION OF COMM.

DUCT BANK, ±60" DEPTH

CONTRACTOR TO PROTECT

SHOULDER OUTSIDE OF

FULL DEPTH REPAIR

AREAS, INCLUDING EDGE

LIGHTS/ MANHOLES TYP.

580.39 580.34

580.37580.40

580.34 580.34

580.32580.36

580.35 580.31

CP 102

580.32580.35

580.36 580.36

580.36580.38

580.31 580.32

579.36580.29580.32

580.35 580.30

580.25580.32

580.33 580.26

CP 103580.26580.30

580.29 580.24

580.23580.31

580.27 580.21

580.22580.27

580.26 580.23

580.20580.30

SB-A

SB-B

MATCHLINE SHEETS C204 & C404

MATCHLINE SHEETS C205 & C405

BM 7225

579.59

579.51

℄ 580.94

℄ 580.92

℄ 580.94

℄ 580.92

℄ 580.89

℄ 580.93

℄ 580.91

MATCHLINE SHEETS C205 & C405

MATCHLINE SHEETS C206 & C406

TAXIWAY 'H'

MID FIELD ACCESS ROAD

KC-GKC-L

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

150.0'

RUNWAY WIDTH

14.9'14.8'

CP 200

CP 201

BM 7225

MID FIELD ACCESS ROAD

577.80 577.95 578.18 578.46 578.68

579.21

579.43

579.55579.87

579.86

579.84

579.86

579.88

579.91579.64

579.60

579.32

578.85578.64578.40578.13577.90577.80

578.20 578.27 578.39 578.61 578.81 578.96

579.44

579.52

579.46

0+00 1+00 2+00 2+50

LEGEND

UNDERDRAIN

STORM SEWER MANHOLES

SOIL BORING

RWY/TWY EDGE LIGHT

MILL EX. RUNWAY

ASPHALT OVERLAY

MILL EX. TAXIWAY

ASPHALT OVERLAY

KC-X

C205 Feet

0 100 200

EXISTING SURVEY

AND

DEMOLITION PLAN

STA. 38+75 - 48+75

DEMOLITION PLAN

STA. 38+75 - 48+75

EXISTING SURVEY PLAN

STA. 38+75 - 48+75

NORTH

http://www.AECOM.com

27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States

SB-A

0 58

MATCHLINE SHEETS C205 & C405

MATCHLINE SHEETS C206 & C406

END OF MILL AND OVERLAY

MILL 6.25" OF ASPHALT

OVERLAY OVER CSB/RCB

(3 LIFTS)

150.0'

RUNWAY WIDTH

14.7'15.0'

RUNWAY: 150.00'

(OVERALL WIDTH)

AS

PH

AL

T

SH

OU

LD

ER

AS

PH

AL

T

SH

OU

LD

ER

CONTRACTOR TO PROTECT

SHOULDER OUTSIDE OF

FULL DEPTH REPAIR

AREAS, INCLUDING EDGE

LIGHTS/ MANHOLES TYP.

CONTRACTOR TO PROTECT

SHOULDER OUTSIDE OF

FULL DEPTH REPAIR

AREAS, INCLUDING EDGE

LIGHTS/ MANHOLES TYP.

CP 100

CP 101

580.62580.50

580.57 580.51

580.47580.49

580.44 580.44

580.45580.47

580.48 580.43

580.41580.44

580.44 580.46

580.40580.42

579.92

579.94 579.81

579.86 579.95

580.41 580.42

580.42580.43

580.42 580.38

580.39580.40

580.36 580.37

579.86 579.83

579.95

579.91 579.85

580.38580.38

580.39 580.34

SB-A

0 58

MATCHLINE SHEETS C205 & C405

MATCHLINE SHEETS C206 & C406

END OF MILL AND OVERLAY

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

+5

+0

150.0'

RUNWAY WIDTH

14.7'15.0'

LEGEND

UNDERDRAIN

STORM SEWER MANHOLES

SOIL BORING

RWY/TWY EDGE LIGHT

MILL EX. RUNWAY

ASPHALT OVERLAY

KC-X

C206

EXISTING SURVEY

AND

DEMOLITION PLAN

STA. 48+75 - 57+00

Feet 0 100 200

DEMOLITION PLAN

STA. 48+75 - 57+00

EXISTING SURVEY PLAN

STA. 48+75 - 57+00

NORTH

http://www.AECOM.com

27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States

LEGEND

MILL EX. ASPHALT OVERLAY

ASPHALT

RDM BASE

RUBBILIZED CONCRETE BASE

(RCB)

CEMENT STABILIZED BASE

(CSB)

CROSS SECTION A-A

1.3% - 1.8%1.3% - 1.8%

TYPICAL CROSS SECTION

DETAIL

150.0' WIDTH

MILL 6.25" ASPHALT AND OVERLAY WITH 6.25" ASPHALT

(3 LIFTS) OVER CEMENT STABILIZED BASE

FULL DEPTH REPAIR AREA No. 1

15.0' 15.0'

NTS

NOTES:

1.) EXISTING ASPHALT VARIES FROM 6"-7". EXISTING RUBBILIZED CONCRETE BASE VARIES FROM 10"-18" THICK.

2.) SEE SHEET C602 FOR FULL DEPTH PAVEMENT REPAIR DETAIL.

10"-18" RUBBILIZED CONCRETE

BASE TO REMAIN INTACT

EXISTING GRADE

2" HOT MIX ASPHALT (HMA) COURSE

2" HOT MIX ASPHALT SURFACE LIFT

TO ACHIEVE GRADE AT CENTERLINE

1" MIN. EXISTING ASPHALT TO

REMAIN IN PLACE ABOVE EXISTING

CEMENT STABILIZED BASE AFTER

MILLING PROCESS IF ASPHALT TO

BE MILLED IS GREATER THAN 6.25"

IN DEPTH. MILL TO FULL DEPTH IF

LESS THEN 1" IS REMAINING.

UNDISTURBED

SUBGRADE

TACK COAT APPLIED BETWEEN LAYERS, AS SHOWN

6" CEMENT STABILIZED BASE

2.25" HOT MIX ASPHALT (HMA) COURSE

SHOULDER TO BE

PROTECTED OUTSIDE OF

FULL DEPTH REPAIR AREAS

6"-7" ASPHALT PAVEMENT

1.3% - 1.8%1.3% - 1.8%

MILL 6.25" ASPHALT AND OVERLAY

WITH 6.25" ASPHALT (3 LIFTS) OVER

CEMENT STABILIZED BASE

REPAIR SHOULDER

SEE DETAIL 3, SHEET C603

(TYP. BOTH SIDES)

6" CEMENT

STABILIZED BASE

COMPACTED

RDM BASE

EX. RUBBILIZED

CONCRETE BASE

2 LAYERS OF GEOGRID

CROSS SECTION B-B

CROSS SECTION C-C

1.3% - 1.8%1.3% - 1.8%

FULL DEPTH REPAIR AREA No. 2

FULL DEPTH REPAIR AREA No. 3

NOTES:

1.) EXISTING ASPHALT VARIES FROM 6"-7". EXISTING RUBBILIZED CONCRETE BASE VARIES FROM 10"-18" THICK.

2.) SEE SHEET C602 FOR FULL DEPTH PAVEMENT REPAIR DETAIL.

NOTES:

1.) EXISTING ASPHALT VARIES FROM 6"-7". EXISTING RUBBILIZED CONCRETE BASE VARIES FROM 10"-18" THICK.

2.) SEE SHEET C602 FOR FULL DEPTH PAVEMENT REPAIR DETAIL.

MILL 6.25" ASPHALT AND OVERLAY

WITH 6.25" ASPHALT (3 LIFTS) OVER

CEMENT STABILIZED BASE

REPAIR SHOULDER

SEE DETAIL 3, SHEET C603

(TYP. BOTH SIDES)

6" CEMENT

STABILIZED BASE

COMPACTED

RDM BASE

EX. RUBBILIZED

CONCRETE BASE

2 LAYERS OF GEOGRID

1.3% - 1.8%1.3% - 1.8%

MILL 6.25" ASPHALT AND OVERLAY

WITH 6.25" ASPHALT (3 LIFTS) OVER

CEMENT STABILIZED BASE

6" CEMENT

STABILIZED BASE

COMPACTED

RDM BASE

REPAIR SHOULDER

SEE DETAIL 3, SHEET C603

(TYP. BOTH SIDES)

EX. RUBBILIZED

CONCRETE BASE

2 LAYERS OF GEOGRID

RUNWAY CROSS

SECTIONS

C301 http://www.AECOM.com

27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States

579.16 579.39

0.

0.

579.27

8.

9.

579.41

0.

0.

579.51 579.21579.14

9.

0.

0.

579.36

578.9957 9.

579.32

0.

0.

579.39 579.06579.10

579.36

0.

0.

579.42

8.

9.

579.34

0.

0.

579.47 579.10579.12

579.43

0.

0.

579.34

8.

9.

579.34

0.

0.

579.38 578.99579.18

579.46

0.

0.

579.51

8.

8.

0.

0.

9.

578.98578.94

579.44

0.

0.

579.22

8.

8.

579.26

0.

0.

579.34 579.09578.96

579.35

0.

0.

579.28

8.

8.

579.35

0.

0.

579.38 579.20

579.26

580.10

0.

579.39

579.04 579

579579

ST

OR

M M

AN

HO

LE

RI

M

.4

9.

A B

A B

ST

OR

M

M

AN

HO

LE

RI

M

.5

579.38

KC-J

KC-M

KC-K

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00

PROP. 580.64 PROP. 580.64 PROP. 580.65 PROP. 580.68 PROP. 580.68 PROP. 580.63 PROP. 580.58 PROP. 580.66 PROP. 580.66 PROP. 580.65 PROP. 580.66 PROP. 580.67 PROP. 580.68 PROP. 580.69 PROP. 580.71 PROP. 580.75 PROP. 580.76

EX

./P

R . 5

.6

EX

./P

R . 5

.5

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.5

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

MA

TC

HL

IN

E

SH

EE

T

C4

MA

TC

HL

IN

E

SH

EE

T

C4

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

LEGEND

UNDERDRAIN

STORM SEWER MANHOLES

SOIL BORING

BEACON

MATCHLINE

MILL EX. ASPHALT OVERLAY

ASPHALT

RUBBILIZED CONCRETE BASE

(RCB)

KC-X

RDM BASE

CEMENT STABILIZED BASE

(CSB)

PROPOSED

SITE PLAN AND

PROFILE

STA. 0+00 - 8+25

C401

PROPOSED 150' WIDE 6.25" OF

ASPHALT OVERLAY OVER

CSB/RCB (3 LIFTS)

SITE PLAN

STA. 0+00 - 8+25

PROFILE

STA. 0+00 - 4+50

PROFILE

STA. 4+50 - 8+25

RUNWAY CENTERLINE EXISTING & PROPOSED FINISH

GRADE PROFILE

RUNWAY CENTERLINE EXISTING & PROPOSED FINISH

GRADE PROFILE

N O

R T

H

50 1000

FEET

50 1000

FEET

Feet 0 100 200

PAVEMENT FAILURE

STA. 6+74.6

PAVEMENT FAILURE

STA. 6+62.4

PAVEMENT FAILURE

STA. 0+13.6

PAVEMENT FAILURE

STA. 0+10.4

PAVEMENT FAILURE

STA. 0+13.5 PAVEMENT FAILURE

STA. 0+27.1

ASPHALT SHOULDER

ASPHALT SHOULDER

FULL DEPTH REPAIR

AREA NO. 2 STA.

6+42.4 - 6+89.6

FULL DEPTH

REPAIR AREA NO. 1

STA.0.00 - 0+35.0

CONTRACTOR TO PROTECT UNDERDRAIN

FULL DEPTH

REPAIR AREA NO. 1

STA.0.00 - 0+35.0

FULL DEPTH REPAIR

AREA NO. 2 STA.

6+42.4 - 6+89.6

NOTES:

PER SPEC 32 12 15.13 CONTRACTOR TO PLACE A TEST SECTION FOR

EACH JMF USED PRIOR TO FULL PRODUCTION.

RUNWAY ASPHALT TO BE GROOVED NO EARLIER THAN 30 DAYS AFTER

ASPHALT PAVING TO IMPROVE SKID RESISTANCE AND REDUCE

HYDROPLANING POTENTIAL. REFER TO SHEET C505 FOR GROOVING

DETAILS.

FOR RUNWAY MARKINGS, DETAILS & NOTES, SEE SHEETS C500-C505.

CONTRACTOR IS REQUIRED TO COMPLETE MILLING AND ASPHALT

REPLACEMENT, TEMPORARY BRAVO RUNWAY MARKINGS AND RETURN

MARKINGS TO A TAXIWAY, AND TEMPORARY MARKING OF ASPHALT

SURFACES WITHIN THE DURATION SPECIFIED ON CSPP SHEETS G201

TO G203.

http://www.AECOM.com

27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States

ST

OR

M M

AN

HO

LE

RI

M

.5

MA

TC

HL

IN

E

SH

EE

TS

C

3 & C

MA

TC

HL

IN

E

SH

EE

TS

C

2 & C

MA

TC

HL

IN

E

SH

EE

TS

C

1 & C

BM 6188

9.

.6

.7

.6

.7

.7

9.

.7

0+

1+

1+

579579

MA

TC

HL

IN

E

SH

EE

TS

C

2 & C

D C

D C

KC-I

8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50

PROP. 580.76 PROP. 580.75 PROP. 580.74 PROP. 580.72 PROP. 580.68 PROP. 580.74 PROP. 580.72 PROP. 580.73 PROP. 580.67 PROP. 580.63 PROP. 580.63 PROP. 580.64 PROP. 580.65 PROP. 580.62 PROP. 580.64 PROP. 580.66 PROP. 580.70 PROP. 580.72 PROP. 580.68 PROP. 580.67 PROP. 580.70

BM 6188

7.

7.

7.

8.

7.

7.

7.

8.

8.

8.

8.

8.

8.

9.

9.

9.

9.

9.

9.

9.

9.

0+

1+

2+

2+

MA

TC

HL

IN

E

SH

EE

T

C4

MA

TC

HL

IN

E

SH

EE

T

C4

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.7

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

MA

TC

HL

IN

E

SH

EE

T

C4

MA

TC

HL

IN

E

SH

EE

T

C4

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

LEGEND

UNDERDRAIN

STORM SEWER MANHOLES

SOIL BORING

BEACON

MATCHLINE

MILL EX. ASPHALT OVERLAY

ASPHALT

RUBBILIZED CONCRETE BASE

(RCB)

KC-X

RDM BASE

CEMENT STABILIZED BASE

(CSB)

C402

PROPOSED

SITE PLAN AND

PROFILE

STA. 8+25 - 18+25

PROPOSED 150' WIDE 6.25" OF

ASPHALT OVERLAY OVER

CSB/RCB (3 LIFTS)

RUNWAY: 150.0'

(OVERALL WIDTH)

SITE PLAN

STA. 8+25 - 18+25

PROFILE

STA. 8+25 - 13+00

PROFILE

STA. 13+00 - 18+25

RUNWAY CENTERLINE EXISTING & PROPOSED FINISH

GRADE PROFILE

RUNWAY CENTERLINE EXISTING & PROPOSED FINISH

GRADE PROFILE

Feet 0 100 200

N O

R T

H

50 1000

FEET

50 1000

FEET

PAVEMENT FAILURE

STA. 12+04.7

PAVEMENT FAILURE

STA. 11+74.4

ASPHALT SHOULDER

ASPHALT SHOULDER

FULL DEPTH REPAIR AREA NO. 3

STA. 11+51.9 - 12+27.2

FULL DEPTH REPAIR

AREA NO. 3 STA.

11+51.9 - 12+27.2

SEE SHEET C-701 FOR

TAXIWAY J DETAILSPROPOSED ASPHALT OVERLAY OVER

RIGID CONCRETE PAVEMENT

(VARIABLE DEPTH)

http://www.AECOM.com

27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States P: 248 204 5900 F: 248 204 5901

REPAIR RUNWAY

NOTES:

PER SPEC 32 12 15.13 CONTRACTOR TO PLACE A TEST SECTION FOR

EACH JMF USED PRIOR TO FULL PRODUCTION.

RUNWAY ASPHALT TO BE GROOVED NO EARLIER THAN 30 DAYS AFTER

ASPHALT PAVING TO IMPROVE SKID RESISTANCE AND REDUCE

HYDROPLANING POTENTIAL. REFER TO SHEET C505 FOR GROOVING

DETAILS.

FOR RUNWAY MARKINGS, DETAILS & NOTES, SEE SHEETS C500-C505.

CONTRACTOR IS REQUIRED TO COMPLETE MILLING AND ASPHALT

REPLACEMENT, TEMPORARY BRAVO RUNWAY MARKINGS AND RETURN

MARKINGS TO A TAXIWAY, AND TEMPORARY MARKING OF ASPHALT

SURFACES WITHIN THE DURATION SPECIFIED ON CSPP SHEETS G201

TO G203.

SB-D

MA

TC

HL

IN

E

SH

EE

TS

C

3 & C

MA

TC

HL

IN

E

SH

EE

TS

C

2 & C

MA

TC

HL

IN

E

SH

EE

TS

C

3 & C

MA

TC

HL

IN

E

SH

EE

TS

C

4 & C

SB-F

18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50

PROP. 580.70 PROP. 580.66 PROP. 580.62 PROP. 580.69 PROP. 580.70 PROP. 580.68 PROP. 580.73 PROP. 580.77 PROP. 580.75 PROP. 580.71 PROP. 580.73 PROP. 580.75 PROP. 580.71 PROP. 580.68 PROP. 580.68 PROP. 580.69 PROP. 580.74 PROP. 580.74 PROP. 580.68 PROP. 580.68 PROP. 580.70 PROP. 580.71

MA

TC

HL

IN

E

SH

EE

T

C4

MA

TC

HL

IN

E

SH

EE

T

C4

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.7

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.7

EX

./P

R . 5

.6

MA

TC

HL

IN

E

SH

EE

T

C4

MA

TC

HL

IN

E

SH

EE

T

C4

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.7

EX

./P

R . 5

.7

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

EX

./P

R . 5

.6

LEGEND

UNDERDRAIN

STORM SEWER MANHOLES

SOIL BORING

BEACON

MATCHLINE

MILL EX. ASPHALT OVERLAY

ASPHALT

RUBBILIZED CONCRETE BASE

(RCB)

KC-X

CEMENT STABILIZED BASE

(CSB)

C403

PROPOSED

SITE PLAN AND

PROFILE

STA. 18+25 - 28+50

PROPOSED 150' WIDE 6.25" OF

ASPHALT OVERLAY…