SANGB Airfield_Overall Phasing (DRAFT 2).pdf

PDF 3 MB Posted

Attached to
511/23420. JLM; Selfridge ANG - Runway Encroachment
Solicitation number
RFI 171 260000000012 3
Issued by
Macomb County, Michigan

About this file

This is an airfield improvement design and construction phasing plan prepared by Mead & Hunt, Inc. for the State of Michigan Department of Technology, Management, and Budget, State Facilities Administration Design and Construction Division, in coordination with Selfridge Air National Guard Base. The project addresses runway encroachment solutions and airfield improvements at Selfridge ANGB in Michigan, involving the reconfiguration of Runway 01-19, taxiway modifications, and associated infrastructure upgrades. The work is organized into multiple phases (1A, 1B, 2A, 2B, 3A, 3B, 3C, 4A, and 4B) that sequentially address pavement replacement, taxiway extensions, perimeter road and fencing relocation, runway threshold displacement, and final runway completion. Phase 1B includes replacing asphalt pavement with new Portland cement concrete (PCC) for the first 998 feet of the south runway, constructing load transfer pavement sections, milling and overlaying existing HMA shoulders, and performing miscellaneous electrical, NAVAID, and utility work. Phases 2A and 2B involve grading, drainage improvements, new perimeter fencing and HMA perimeter road construction, and surcharge material placement requiring six-month minimum settlement periods. Phases 3A, 3B, and 3C address temporary runway displacement markings, taxiway extensions, permanent threshold and overrun construction, hammerhead configuration, and blast pad installation. Phase 4 includes groove application, marking removal and replacement, and conversion of the temporary runway back to Taxiway Bravo.

The project requires continuous coordination between the contractor, Airfield Operations Manager, and Contracting Officer throughout execution, with specific constraints including mandatory maintenance of ARFF and emergency vehicle access to either the operational runway or temporary runway, preservation of security fencing at all times, and base escort requirements for all airfield operations area activities. Construction haul routes are designated with two north route options and a south route, with asphalt millings stockpile areas identified for material management. Critical scheduling requirements include weekend and no-fly period work coordination for specific phases, surcharge material placement five months prior to winter shutdown with minimum six-month settlement requirements, and sequential phase dependencies ensuring 100 percent completion and operational approval before subsequent phases begin. The plan identifies multiple work areas, excess soil placement sites, and a localizer haul route for Phase 3C operations, with all excavated material required to remain within designated limits at the existing landfill site.

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JEFFERSON AVE.

RUNWAY 01-19

TAXIWAY B

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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

XXXX XXXX

XXXX

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

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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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