SANGB Airfield_Overall Phasing (DRAFT 2).pdf
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- Solicitation number
- RFI 171 260000000012 2
- Issued by
- Michigan
About this file
This document is an airfield phasing plan prepared by Mead & Hunt, Inc. for the State of Michigan Department of Technology, Management, and Budget, State Facilities Administration, in coordination with Selfridge Air National Guard Base. The plan outlines a comprehensive runway encroachment solution project involving multiple phases of airfield improvements at Selfridge ANGB in Michigan. The project includes runway reconstruction, taxiway extensions and modifications, perimeter road relocation, fencing installation, drainage improvements, and associated electrical and navaid work. The work is divided into phases 1A through 4B, with phases 1A and 4A involving barricade placement and temporary runway designation; phase 1B focusing on asphalt pavement replacement with Portland cement concrete and runway lighting work; phases 2A and 2B addressing perimeter road and fencing construction; phase 3A involving temporary runway threshold displacement; phase 3B consisting of taxiway extension construction; phase 3C encompassing permanent threshold construction, overrun extension, hammerhead, and blast pad installation; and phase 4B completing runway finishing and temporary runway conversion. Critical operational requirements include maintaining emergency vehicle access to at least one runway throughout construction, coordinating all work with the airfield operations manager and contracting officer, requiring base escorts for all airfield operations area work, and performing portions of phases 1A, 3A, and 4A during weekends and no-fly periods.
The project document establishes specific haul routes, staging areas, and excess soil placement sites to manage construction traffic and materials. Construction activities must maintain security fencing integrity at all times to protect base operations, with coordination required between base operations, security forces, and the contractor. Surcharge material placement in designated areas requires a minimum six-month settlement period before removal. The document indicates that taxiway closures must be coordinated to ensure continuous access via either Taxiway A or G, with both taxiways prohibited from closure simultaneously. Barricade placement, lighting modifications, signage coverage, and closure crosses are subject to airfield operations manager and contracting officer approval. The phasing plan demonstrates sequential dependencies, with phase 2B requiring completion before phase 3A earthwork operations, and phase 3B requiring completion before phase 4A initiation. The project encompasses comprehensive airfield electrical, navaid, and utility work including removals, replacements, and relocations across multiple phases.
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I.S.H. 94
JEFFERSON AVE.
RUNWAY 01-19
TAXIWAY B
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N. RIVER RD.
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LEGEND
PHASES 1A,
1B, 3A, AND 4A
CONSTRUCTION HAUL ROUTES
LOW PROFILE BARRICADES
CLOSURE CROSS
PHASE 3A WORK AREA
PHASE 1A AND 4A WORK AREA
STAGING AND BATCH PLANT AREA
NOTES:
1. MAINTAIN ARFF AND EMERGENCY VEHICLE ACCESS TO EITHER RUNWAY 01/19 OR TEMPORARY RUNWAY 01L / 19R THROUGHOUT THE PROJECT.
2. MAINTAIN ARFF AND EMERGENCY VEHICLE ACCESS TO THE WEST SIDE FACILITIES OF SELFRIDGE ANGB THROUGHOUT THE PROJECT.
3. ALL BARRICADE PLACEMENT, TAXIWAY CLOSURES, EDGE LIGHT DEACTIVATION/ACTIVATION, SIGNAGE COVERAGE, ETC. MENTIONED ON THE FOLLOWING
SHEETS TO BE COORDINATED AND APPROVED BY THE AIRFIELD OPERATIONS MANAGER AND CONTRACTING OFFICER.
4. ACCESS MUST BE MAINTAINED VIA TAXIWAYS A OR G THROUGHOUT CONSTRUCTION. BOTH TAXIWAYS CANNOT BE CLOSED AT ONE TIME.
5. WORK WITHIN THE AOA REQUIRES A BASE ESCORT AT ALL TIMES.
6. PHASES 1A, 3A, AND 4A REQUIRE PORTIONS OF THE WORK TO BE PERFORMED DURING WEEKENDS AND NO FLY PERIODS. COORDINATION WITH THE AIRFIELD
OPERATIONS MANAGER AND CONTRACTING OFFICER WILL BE REQUIRED PRIOR TO EXECUTING WORK.
PHASE GENERAL DESCRIPTIONS:
PHASE 1A AND 4A (TAXIWAY B TO BECOME TEMPORARY RUNWAY 01L/19R; TAXIWAY B CLOSED);
· PLACE REQUIRED BARRICADES (LABELED PHASE 1B) RESTRICTING ACCESS TO RUNWAY 01-19 WHILE TAXIWAY BRAVO IS A LANDING ZONE (LZ) RUNWAY.
PHASE 1B (REPLACE ASPHALT PAVEMENT WITH NEW PCC PAVEMENT FOR THE NEW 01 THRESHOLD LOCATION AND FIRST 998 FEET OF SOUTH RUNWAY;
RUNWAY EDGE AND APPROACH LIGHTING WITH HMA SHOULDER WORK; TEMPORARY RUNWAY 01L/19R OPEN; RUNWAY 01/19 CLOSED)
· CONSTRUCT PCC PAVEMENT SECTION FOR FIRST 998 FEET OF SOUTH RUNWAY.
· CONSTRUCT HMA LOAD TRANSFER PAVEMENT SECTION (RIGID/FLEXIBLE PAVEMENT JUNCTION).
· MILL AND OVERLAY (ABI 001) AND EXPAND (ABI 002) EXISTING HMA SHOULDERS.
· MISCELLANEOUS AIRFIELD ELECTRICAL AND NAVAID REMOVALS, REPLACEMENTS, AND RELOCATIONS.
· MISCELLANEOUS UTILITY REMOVALS, REPLACEMENTS, AND RELOCATIONS
· CONSTRUCT GRADING, DRAINAGE, AND UNDERDRAINAGE IMPROVEMENTS.
PHASE 2A (CONSTRUCTION FENCE AND PERIMETER ROAD, INSTALL STORM SEWER AND GRADE SITE TO MAINTAIN DRAINAGE)
· GRADING AND DRAINAGE IMPROVEMENTS.
· CONSTRUCT NEW PERIMETER FENCING AND CONSTRUCT HMA PERIMETER ROAD.
· PLACE SURCHARGE MATERIAL ON PORTION OF RUNWAY EXTENSION NORTH OF EXISTING PERIMETER ROAD. SURCHARGE MATERIAL TO BE IN PLACE FOR A
MIN. 6 MONTHS PRIOR TO REMOVAL.
PHASE 2B (RELOCATE PERIMETER ROAD, PERIMETER FENCE, AND AIRFIELD FENCE; NORTH PERIMETER ROAD CLOSED)
· FINISH CONSTRUCTION OF NEW PERIMETER FENCING AND CONSTRUCTION OF HMA PERIMETER ROAD.
· PLACE SURCHARGE MATERIAL ON PORTION OF RUNWAY EXTENSION NORTH OF EXISTING PERIMETER ROAD. SURCHARGE MATERIAL TO BE IN PLACE FOR A
MIN. 6 MONTH PRIOR TO REMOVAL.
· PLACE REQUIRED BARRICADES TO CLOSE NORTH PERIMETER ROAD DURING ROAD CONNECTIONS.
· CONNECT NEW PERIMETER ROAD AND FENCING INTO EXISTING
· ROADWAY AND FENCING TO BE 100 PERCENT COMPLETE AND OPERABLE AND APPROVED BY THE CONTRACTING OFFICER, BASE ENGINEERING AND
OPERATIONS AT THE COMPLETION OF THIS PHASE.
· THIS PHASE TO BE COMPLETED WITH PHASE 2A AND PRIOR TO EARTHWORK OPERATIONS OCCURRING ALONG THE EXISTING PERIMETER ROAD.
· AT NO TIME SHALL ANY SECTION OF SECURITY FENCE NOT BE IN PLACE FOR PROTECTING THE BASE AND AIRFIELD OPERATIONS AREA. COORDINATION WITH
BASE OPERATIONS MANAGER AND SECURITY FORCES IS REQUIRED.
· THIS PHASE TO BE 100% COMPLETE PRIOR TO THE START OF PHASE 3A.
PHASE 3A (TEMPORARY DISPLACEMENT OF RUNWAY 19 END; RUNWAY 01/19 CLOSED)
· PLACE REQUIRED CLOSURE CROSSES AT EACH RUNWAY END AND LOW PROFILE BARRICADES INDICATED.
· INSTALL DISPLACED THRESHOLD MARKINGS FOR RUNWAY 19 END.
· DISABLE RUNWAY NAVAIDs AND BLANK/COVER SIGNS, DISTANCE REMAINING SIGNS, AND EDGE LIGHTS WITHIN PHASE 3A WORK AREA.
· RELOCATE DISTANCE REMAINING SIGN PANELS FOR TEMPORARY DISPLACED RUNWAY LENGTHS, INSTALL/RELOCATE EDGE LIGHT LENSES/FIXTURES, AND
INSTALL TEMPORARY THRESHOLD LIGHTS, END LIGHTS AND PAPI.
PHASE 3B (CONSTRUCTION OF TAXIWAY BRAVO EXTENSION)
· CONSTRUCT TAXIWAY ALPHA EXTENSION FROM EXISTING TAXIWAY ALPHA TO SECURITY FENCE SOUTH OF PERIMETER ROAD.
· THIS PHASE CAN BE WITH PHASE 1B, 2A, 2B, AND 3B.
· THIS PHASE TO BE 100% COMPLETE PRIOR TO THE START OF PHASE 4A.
PHASE 3C (CONSTRUCTION OF PERMANENT 19 THRESHOLD AND OVERRUN EXTENSION, HAMMERHEAD, BLAST PAD, BLAST FENCE, AND ASSOCIATED ELECTRICAL WORK; RUNWAY OPEN WITH DISPLACED 19 END. CONSTRUCTION OF TAXIWAY ALPHA EXTENSION AND TAXIWAY BRAVO EXTENSION)
· FILL IN IRWIN DRAIN AND TUCKER JONES DRAIN
· PLACE SURCHARGE FILL OVER FUTURE RUNWAY PAVED AREA SOUTH OF EXISTING ROSSO HWY AS CALLED OUT IN THE PLAN SET. THIS TO BE COMPLETED 5
MONTHS PRIOR TO THE WINTER SHUT-DOWN. SURCHARGE MATERIAL TO BE IN PLACE FOR A MIN. 6 MONTHS PRIOR TO ITS REMOVAL.
· REMOVE EXISTING NORTH PERIMETER ROAD, PERIMETER FENCING, AND CULVERTS
· RELOCATE REQUIRED UTILITIES AND REMOVE ABANDONED LEFT FROM THE NON-AIRFIELD PROJECT
· CONSTRUCT GRADING, DRAINAGE, AND UNDERDRAINAGE IMPROVEMENTS.
· CONSTRUCT PCC PAVEMENT SECTION FOR RUNWAY THRESHOLD, OVERRUN EXTENSION, HAMMERHEAD, TAXIWAY ALPHA EXTENSION, AND TAXIWAY BRAVO
EXTENSION.
· CONSTRUCT HMA BLAST PAD.
· CONSTRUCT HMA SHOULDERS FOR OVERRUN EXTENSION, HAMMERHEAD, TAIXWAY ALPHA, AND TAXIWAY BRAVO.
· MISCELLANEOUS AIRFIELD ELECTRICAL AND NAVAID REMOVALS, REPLACEMENTS, AND RELOCATIONS.
· MISCELLANEOUS UTILITY REMOVALS, REPLACEMENTS, AND RELOCATIONS (STORM, WATER, COMM, ETC.).
· CONSTRUCT JET BLAST FENCE.
· REMOVAL OF TEMPORARY DISPLACED THRESHOLD ITEMS
· RUNWAY, SHOULDERS, LIGHTING AND NAVAID'S TO BE 100% COMPLETE AND OPERABLE AND APPROVED BY THE CONTRACTING OFFICER, BASE ENGINEERING
AND OPERATIONS PRIOR TO THE START OF PHASE 4A.
PHASE 4B (COMPLETE RUNWAY 01/19 AND CONVERT TEMPORARY RUNWAY 01L/19R BACK INTO TAXIWAY BRAVO);
· GROOVE NEW RUNWAY PCC
· REMOVE EXISTING MARKINGS AND RUBBER. APPLY MARKINGS TO RUNWAY 01/19, TAXIWAY A, AND TAXIWAY B.
· REMOVE BARRICADES PLACED UNDER PHASE 4A.
XXXX
XXXX
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PLACE CLOSURE
CROSS - PHASES
1B, 3A, AND 4B
PHASE 1B PHASE 1B
PHASE 1B (*)
PLACE CLOSURE
CROSS - PHASES
1B, 3A, AND 4B
PHASE 1B XXXXXXX
XXXXXXX
PHASE 1B
XXXX XXXX
XXXX
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XXXX
PHASE 1B PHASE 1B
SEE NOTE 6
SEE NOTE 6
ASPHALT MILLINGS
STOCKPILE AREA
SOUTH CONTRACTOR
STAGING AREA
SOUTH HAUL ROUTE
(PHASES 1A, 1B, 3A,
4A, AND 4B) (*)
ASPHALT MILLINGS
STOCKPILE HAUL
ROUTE
NORTH HAUL ROUTE,
OPTION #1 (PHASES 1A, 2A,
2B, 3A, 3B, 3C, 4A, AND 4B)
NORTH HAUL ROUTE,
OPTION #2 (PHASES 1A, 2A,
2B, 3A, 3B, 3C, 4A, AND 4B)
N. PERIMETER RD.
SOUTH CONTRACTOR'S
BASE ACCESS GATE
NORTH (NORTH HAUL ROUTE
OPTION #2) CONTRACTOR'S
BASE ACCESS GATE
SEE NOTE 9 ON
SHEET GC141
PHASE 2A WORK AREA
RELOCATED ROSSO HWY, IRWIN
DRAIN, AND RIGHT-OF-WAY FENCE
(BY OTHERS)
PHASE 2A - RELOCATED N. PERIMETER RD.,
AIRFIELD FENCE, AND PERIMETER FENCE
TRUE N
PLAN
NORTH
00 600 1200
LEGEND
PHASE 3C WORK AREA
PHASE 2B WORK AREA
PHASE 2B - CONNECT NEW PERIMETER
ROAD AND FENCING TO EXISTING
PHASE 2B - CONNECT NEW PERIMETER
ROAD AND FENCING TO EXISTING
XXXX
PHASES 1B (*)
PHASE 1B WORK AREA
(*) CONTRACTOR TO COORDINATE CLOSURE WITH BASE OPERATIONS FOR OCCASIONAL AIRCRAFT TRAFFIC.
TAXIWAY TO BE CLEANED OF FOD PER THAT MENTIONED ON GC152.
XXXX
PHASE 2A, 3B
AND 3C
SITE #1A FOR PHASES 1B, 3B, AND
3C EXCESS SOIL PLACEMENT
SITE #1B FOR PHASES 1B, 3B, AND
3C EXCESS SOIL PLACEMENT
LOCALIZER HAUL
ROUTE, PHASE 3C
EXISTING LANDFILL SITE.
ALL EXCAVATED MATERIAL
TO REMAIN WITHIN THESE LIMITS
PHASE 3B WORK AREA
CONSTRUCTION WITHIN TEMP
RUNWAY LZ TO BE COORDINATED
WITH AIRFIELD OPERATIONS
PHASE 4B WORK AREA
EXCESS SOIL PLACEMENT SITE #2
FOR PHASES 2A AND 2B
NORTH HAUL ROUTE,
OPTION #1 (PHASES 1A, 2A,
2B, 3A, 3B, 3C, 4A, AND 4B)
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