2651522002 Construct Tie Down Pads-GAAF_Drawings.pdf

PDF 3 MB Posted Aug 6, 2026

Attached to: 511/26444. AGY; Camp Grayling - Construct Tie Down Pads
Solicitation number: RFQ 171 260000000417 2
Issued by: Michigan

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Written by GovTribe AI · Aug 7, 2026

This design and construction document package from the Michigan Department of Military and Veterans Affairs (DMVA) pertains to the Construct Tie Down Pads project at Grayling Army Airfield (GAAF) in Grayling, Michigan, Project No. 2651522002. The project involves constructing rotary wing aircraft tie-down pads with associated pavement, drainage, electrical conduit, and grounding systems. The work includes excavation and grading, installation of aggregate base courses, bituminous pavement (two lifts at 165 lbs/SYD each), 8-inch non-reinforced Portland cement concrete pads, drainage layers, tie-down anchors with mooring points and static ground points, electrical conduit installation at 42 inches depth, and pavement markings. The project encompasses 56 tie-down locations distributed across the construction area, with detailed specifications provided for concrete joints, ground rods, and associated infrastructure. The contract completion deadline is April 30, 2027, with work coordinated through Taxiway "A" closure and adherence to FAA Advisory Circular 150/5370-2G for operational safety during construction.

Bids are solicited on a lump sum basis with no separate payment or adjustments unless specifically indicated in the plans and proposal or when additional work is authorized in writing by the engineer. The contractor is responsible for all costs related to mobilization, general conditions, construction of haul routes, dust control, and restoration of disturbed areas, including 4 inches of topsoil, seeding with standard mixture B, and wood fiber mulch application. The project requires contractor compliance with soil erosion and sedimentation control (SESC) regulations under Michigan's Part 91 rules, airport security protocols, FAA coordination requirements, and environmental handling procedures for excavated soil remaining on-site and groundwater management. Key contacts include Project Manager Adam Pohl at (517) 481-7585 and Owner's Construction Field Representative Melissa Mead at (989) 344-6386; contractors must coordinate with FAA contact Ray Wood at (231) 215-6199 and airport coordination contact Michael Bray at (989) 344-4300.

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BABAA Compliance - 2651522002 Construct Tie Down Pads -GAAF.pdf	PDF	Aug 6, 2026
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2651522002 Construct Tie-Down Pads-GAAF Project Manual.pdf	PDF	Aug 6, 2026

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7 MILE RD

FLETCHER RD

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LAKE MARGRETHE

4 MILE RD

CAMP GRAYLING

GRAYLING

PROJECT

LOCATION

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GRAYLING ARMY AIRFIELD (GAAF)

GRAYLING, MICHIGAN

MICHIGAN DEPARTMENT OF

DMVA PROJECT NO. 2651522002

MILITARY AND VETERANS AFFAIRS

KAB'17

KNOW WHAT'S BELOW.

CALL BEFORE YOU DIG.

UTILITIES

989-344-6184

72 HOURS

(3 WORKING DAYS)

CALL Mr. Halcomb

BEFORE YOU DIGC.G.

MICHAEL HALCOMB

CAMP GRAYLING ENGINEERING

G1 - TITLE SHEET AND OVERALL LOCATION PLAN

C1 - SAFETY PLAN

C2 - SAFETY NOTES

C3 - LAYOUT PLAN

C4 - SECTION DETAIL

C5 - GRADING PLAN

C6 - TAXIWAY PROFILES

C7 - PAVEMENT MARKING PLAN

C8 - LIGHTING PLAN /DETAILS

C8.1- LIGHTING DETAILS

C9 - CROSS SECTIONS

C10 - CROSS SECTIONS

CONSTRUCT ROTARY WING AIRCRAFT PADS

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PROJECT

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APPROVED

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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PROCUREMENT AND REAL ESTATE SERVICES ADMINISTRATION

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ADAM LACH, RA, DIRECTOR

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PRELIMINARY

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CONSTRUCTION

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FINAL RECORD

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1. THESE PLANS INDICATE THE APPROXIMATE LOCATION OF KNOWN THESE PLANS INDICATE THE APPROXIMATE LOCATION OF KNOWN UNDERGROUND UTILITIES BASED UPON A COMBINATION OF ORIGINAL AND AS-BUILT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE TO HAND DIG, IDENTIFY AND LOCATE ALL EXISTING UNDERGROUND UTILITIES PRIOR TO DEMOLITION OR CONSTRUCTION. 2. BIDS FOR CONSTRUCTION OF ALL WORK SHOWN ON THE PLANS ARE BIDS FOR CONSTRUCTION OF ALL WORK SHOWN ON THE PLANS ARE SOLICITED ON A LUMP SUM BASIS. NO SEPARATE PAYMENT OR ADJUSTMENTS TO THE LUMP SUM BID WILL BE MADE UNLESS SPECIFICALLY INDICATED ON THE PLANS AND IN THE PROPOSAL OR WHEN ADDITIONAL WORK IS AUTHORIZED IN WRITING BY THE ENGINEER. 3. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DEVIATION FROM THIS PLAN. 4. THE CONTRACTOR AND HIS SUBCONTRACTORS AND/OR SUPPLIERS ARE THE CONTRACTOR AND HIS SUBCONTRACTORS AND/OR SUPPLIERS ARE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BIDDING TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. 5. THE CONTRACTOR SHALL HAVE A KNOWLEDGEABLE REPRESENTATIVE ON THE CONTRACTOR SHALL HAVE A KNOWLEDGEABLE REPRESENTATIVE ON SITE AT ALL TIMES DURING WORK UNDER THIS CONTRACT. THIS REPRESENTATIVE SHALL HAVE ON SITE, HIS OWN COPY OF THE CONTRACT SPECIFICATIONS, DRAWINGS AND DMVA APPROVED SHOP DRAWINGS.

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GENERAL NOTES

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1. SOIL EROSION AND SEDIMENT CONTROL AUTHORIZATION TO PROCEED SOIL EROSION AND SEDIMENT CONTROL AUTHORIZATION TO PROCEED WITH EARTH CHANGE FROM THE MICHIGAN DEPARTMENT OF MILITARY AND VETERANS AFFAIRS. 2. FAA SAFETY PLAN COMPLIANCE DOCUMENTFAA SAFETY PLAN COMPLIANCE DOCUMENT

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PERMIT REQUIREMENTS

AutoCAD SHX Text PROJECT MANAGER ADAM POHL (517) 481-7585 POHLA4@MICHIGAN.GOV OWNER'S CONSTRUCTION FIELD REPRESENTATIVE: MELISSA MEAD 989-344-6386 MEADM4@MICHIGAN.GOV

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CONTACT INFORMATION

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1. CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING, PLACING AND CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING, PLACING AND MAINTAINING TRAFFIC BARRIERS AT EACH END OF EACH WORK AREA IN ORDER TO KEEP ALL TRAFFIC OFF OF NEWLY PAVED AREAS UNTIL PAVEMENT HAS COMPLETELY COOLED AND HARDENED.

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TRAFFIC CONTROL

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1. ALL WORK SHALL COMPLY WITH THE APPLICABLE SOIL EROSION AND ALL WORK SHALL COMPLY WITH THE APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL (SESC) RULES AND REGULATIONS (SOIL EROSION AND SEDIMENTATION CONTROL - 1994 PA 451, PART 91, AS AMENDED, MCL 324.9101 ET SEQ.). 2. THE CONTRACTOR SHALL REVIEW THE SESC MEASURES IN ORDER TO PREPARE THE CONTRACTOR SHALL REVIEW THE SESC MEASURES IN ORDER TO PREPARE AND ISSUE FOR APPROVAL AN “SESC IMPLEMENTATION PLAN”, WHICH INDICATES SESC IMPLEMENTATION PLAN”, WHICH INDICATES , WHICH INDICATES THE CONTRACTOR'S INTENDED IMPLEMENTATION OF THE SESC PLAN FOR THE PROJECT, INCLUDING A SCHEDULE. 3. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND SEDIMENTATION THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES PRIOR TO OR UPON COMMENCEMENT TO EARTHWORK ACTIVITIES. 4. THE CONTRACTOR TO PLACE SILT FENCE AROUND ALL AREAS WHERE SEDIMENT THE CONTRACTOR TO PLACE SILT FENCE AROUND ALL AREAS WHERE SEDIMENT MAY LEAVE THE CONSTRUCTION AREA. 5. THE CONTRACTOR WILL PERFORM SWEEPING AS NEEDED TO REMOVE ANY THE CONTRACTOR WILL PERFORM SWEEPING AS NEEDED TO REMOVE ANY SEDIMENT TRACKED OFF SITE. FREQUENCY OF SWEEPING WILL BE BASED ON SITE CONDITIONS. 6. THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON SITE THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON SITE CONDITIONS. 7. DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONSTRUCTION MUST BE DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONSTRUCTION MUST BE TEMPORARILY STABILIZED, INCLUDING SOIL STOCKPILES, 8. THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES THROUGHOUT THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES THROUGHOUT THE COURSE OF THE PROJECT. AT A MINIMUM, THE CONTRACTOR SHALL INSPECT AND MAINTAIN SESC MEASURES ONCE A WEEK AND AFTER RAIN EVENTS. 9. THE CONTRACTOR SHALL CORRECT NON-CONFORMING SESC MEASURES WITHIN THE CONTRACTOR SHALL CORRECT NON-CONFORMING SESC MEASURES WITHIN 24 HOURS, IF WATERS OF THE STATE ARE BEING IMPACTED OR WITHIN 48 HOURS FOR ROUTINE MAINTENANCE ITEMS. OTHER SESC MAINTENANCE SHALL BE COMPLETED AS SOON AS POSSIBLE BUT NEVER MORE THAN FIVE (5) DAYS AFTER DETECTION. 10. THE CONTRACTOR SHALL COMPLETE PERMANENT SOIL EROSION CONTROL THE CONTRACTOR SHALL COMPLETE PERMANENT SOIL EROSION CONTROL MEASURES FOR ANY DISTURBED LAND AREA WITHIN 5 CALENDAR DAYS AFTER FINAL GRADING OR THE FINAL EARTH CHANGE HAS BEEN COMPLETED. THE CONTRACTOR SHALL MAINTAIN TEMPORARY CONTROL MEASURES UNTIL PERMANENT SOIL EROSION CONTROL MEASURES ARE IN PLACE AND THE AREA IS STABILIZED. 11. THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER PERMANENT SOIL EROSION MEASURES ARE IN PLACE AND THE AREA IS STABILIZED. 12. CONTRACTOR AND ENGINEER SHALL DISCUSS APPROPRIATE CONSTRUCTION CONTRACTOR AND ENGINEER SHALL DISCUSS APPROPRIATE CONSTRUCTION ACCESS ROUTES DURING PRE-CONSTRUCTION MEETING. CONTRACTOR & ENGINEER SHALL MARK UP CONSTRUCTION PLAN AND AGREE TO CONSTRUCTION ACCESS ROUTES FOR ALL MATERIALS AND EQUIPMENT. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO ANY DEVIATION FROM ROUTES.

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SESC NOTES

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1. CONTRACTOR TO COORDINATE DEMOLITION CONSTRUCTION WITH APPROPRIATE CONTRACTOR TO COORDINATE DEMOLITION CONSTRUCTION WITH APPROPRIATE UTILITIES. 2. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. 3. PROVIDE CLEAN SAWCUT EDGES ON CONCRETE AND HMA AT ALL LOCATIONS PROVIDE CLEAN SAWCUT EDGES ON CONCRETE AND HMA AT ALL LOCATIONS WHERE NEW HMA AND CONCRETE WILL MATCH EXISTING. 4. PROTECT ALL SAWCUT EDGES. EDGES DAMAGED DURING CONSTRUCTION SHALL PROTECT ALL SAWCUT EDGES. EDGES DAMAGED DURING CONSTRUCTION SHALL BE RE-CUT PRIOR TO PAVING. 5. UNLESS SPECIFICALLY NOTED FOR REMOVAL ON THE PLANS, ALL SIDEWALKS UNLESS SPECIFICALLY NOTED FOR REMOVAL ON THE PLANS, ALL SIDEWALKS DRIVES, PAVEMENT, CULVERTS, GUARDRAILS, AND UTILITIES SHALL BE PROTECTED. ANY ITEMS DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED INCIDENTAL TO CONSTRUCTION. 6. CONTRACTOR SHALL RESTORE AND REPAIR ANY EXISTING CONDITIONS TO CONTRACTOR SHALL RESTORE AND REPAIR ANY EXISTING CONDITIONS TO REMAIN THAT ARE DISTURBED BY CONSTRUCTION. THIS INCLUDES BURIED UTILITIES, LIGHTING, PAVING, DRAINAGE AND LANDSCAPING. 7. ANY AREAS DISTURBED BY CONSTRUCTION THAT ARE OUTSIDE THE ANY AREAS DISTURBED BY CONSTRUCTION THAT ARE OUTSIDE THE CONSTRUCTION AREA SHALL BE RESTORED TO A CONDITION EQUAL OR BETTER THAN BEFORE CONSTRUCTION BEGAN.

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DEMOLITION NOTES

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CONSTRUCTION NOTES

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1. ALL CONSTRUCTION LAYOUT SHALL BE COMPLETED BY CONTRACTOR ALL CONSTRUCTION LAYOUT SHALL BE COMPLETED BY CONTRACTOR APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL STAKE ALL RADIUS POINTS FOR INSPECTION PRIOR TO WORK. 2. NOTIFY ENGINEER 48 HOUR PRIOR TO PLACING SUBBASE FOR SUBGRADE NOTIFY ENGINEER 48 HOUR PRIOR TO PLACING SUBBASE FOR SUBGRADE INSPECTION. 3. PLACE AND COMPACT SUBBASE. PLACE AND COMPACT SUBBASE. 4. NOTIFY ENGINEER 48 HOURS PRIOR TO PLACING FOOTINGS OR SAND NOTIFY ENGINEER 48 HOURS PRIOR TO PLACING FOOTINGS OR SAND SUBBASE FOR GRAVEL SURFACE, SLABS AND PAVING FOR SUBGRADE & REINFORCEMENT INSPECTIONS. 5. RESTORE ALL DISTURBED LAWN AREAS WITH TOPSOIL, FERTILIZER, SEED RESTORE ALL DISTURBED LAWN AREAS WITH TOPSOIL, FERTILIZER, SEED AND MULCH. ALL TOPSOIL SHALL BE FURNISHED.

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AREA OF WORK

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PROJECT LOCATION GRAYLING ARMY AIRFIELD

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DRAWING INDEX

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SPECIAL ENVIRONMENTAL HANDLING NOTES

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1. SOIL HANDLING AT THE GAAF SOIL HANDLING AT THE GAAF A. NO EXCAVATED SOIL IS TO BE TRANSPORTED OFF THE GAAF. NO EXCAVATED SOIL IS TO BE TRANSPORTED OFF THE GAAF. B. ALL EXCAVATED SOIL AND SOIL SPOILS (I.E., SOIL GENERATED FROM ALL EXCAVATED SOIL AND SOIL SPOILS (I.E., SOIL GENERATED FROM HYDRAULIC PUSH UPHEAVAL OR AUGER, SOIL ADHERED TO CONSTRUCTION DEBRIS, ETC.) IS TO REMAIN WITHIN THE AREA IMMEDIATELY SURROUNDING ANY CONSTRUCTION OF A FOUNDATION, FOOTERS, TRENCH, HOLE, OR ANY OTHER TYPE OF MECHANICAL OR MANUAL EARTH MOVING AT THE CONSTRUCTION SITE. C. SOIL CAN BE FEATHERED ON THE GROUND SURFACE WITHIN THE SOIL CAN BE FEATHERED ON THE GROUND SURFACE WITHIN THE CONSTRUCTION SITE DISTURBED BOUNDARY. IF THE VOLUME OF SPOILS GENERATED IS GREATER THAN CAN BE SATISFACTORILY FEATHERED ON THE GROUND SURFACE, THEN THE SPOILS CAN BE USED TO DEVELOP A SHALLOW BERM ON A CASE-BY-CASE BASIS AND AT THE DIRECTION OF CFMO. D. IF THE CONSTRUCTORS ENCOUNTER SOIL WITH FUEL OR IF THE CONSTRUCTORS ENCOUNTER SOIL WITH FUEL OR PETROLEUM/OIL/LUBRICANT (POL) CHARACTERISTICS, OR IF DISCOLORED SOIL IS ENCOUNTERED, OR ANY OTHER TYPE OF ANOMALOUS SOIL CHARACTERISTIC, THEN THE CONSTRUCTION PROJECT MANAGER SHOULD IMMEDIATELY ISSUE A STOP WORK ORDER AT THE LOCATION AND NOTIFY THE CG ENVIRONMENTAL POC JON FREEMAN AT 989-390-6999. JON WILL PUT INTO MOTION SPILL RESPONSE ACTIONS TO EVALUATE THE NATURE AND EXTENT OF CONTAMINATION. 2. GROUNDWATER HANDLING AT THE GAAF GROUNDWATER HANDLING AT THE GAAF A. IF GROUNDWATER INFILTRATES INTO EXCAVATION CAVITIES OR TRENCHES IF GROUNDWATER INFILTRATES INTO EXCAVATION CAVITIES OR TRENCHES AND NEEDS TO BE REMOVED FOR WORK TO CONTINUE, ITCAN BE HANDLED IN ONE OF TWO WAYS: A.1. THE GROUNDWATER CAN BE PUMPED ONTO THE ADJACENT GROUND THE GROUNDWATER CAN BE PUMPED ONTO THE ADJACENT GROUND SURFACE IN THE IMMEDIATE VICINITY OF THE EXCAVATION CAVITY OR TRENCH. A.2. THE GROUNDWATER CAN BE PUMPED AND TEMPORARILY THE GROUNDWATER CAN BE PUMPED AND TEMPORARILY CONTAINERIZED IN DRUMS, AND WHEN THE CONSTRUCTING WORK ALLOWS, DECANTED ONTO THE GROUND SURFACE IMMEDIATELY ADJACENT TO THE LOCATION WHERE THE GROUNDWATER WAS REMOVED. 3. CONCRETE DEBRIS CONCRETE DEBRIS A. REASONABLE EFFORT MUST BE MADE TO: REASONABLE EFFORT MUST BE MADE TO: A.1. MINIMIZE THE VOLUME OF SOIL ADHERING TO THE CONCRETE DEBRIS MINIMIZE THE VOLUME OF SOIL ADHERING TO THE CONCRETE DEBRIS BY BRUSHING THE SOIL OFF AT THE GAAFCONSTRUCTION SITE. A.2. KEEP CONCRETE PIECES AS LARGE AS POSSIBLE. KEEP CONCRETE PIECES AS LARGE AS POSSIBLE. B. RUNWAY. SURFACE AND SUBSURFACE CONCRETE DEBRIS RECOVERED RUNWAY. SURFACE AND SUBSURFACE CONCRETE DEBRIS RECOVERED FROM THE RUNWAY SHALL BE TRANSPORTED TO THE ON-SITE AREA DESIGNATED BY THE GAAF MANAGER. C. NON-RUNWAY. SURFACE AND SUBSURFACE CONCRETE DEBRIS NON-RUNWAY. SURFACE AND SUBSURFACE CONCRETE DEBRIS RECOVERED FROM ANYWHERE OTHER THAN THE RUNWAY SHALLBE TRANSPORTED TO THREE SISTERS AND PLACED IN THE EXISTING CONCRETE RUBBLE PILE.

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GAAF GRAYLING ARMY AIRFIELD CRAWFORD COUNTY

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AutoCAD SHX Text BARRICADES SHALL BE MANUFACTURED BARRICADES MEETING THE REQUIREMENTS OF FAA AC 150/5370-2G AND CONFORM TO THE FOLLOWING: 1. TWO (2) SOLAR POWERED LIGHTS CAPABLE OF \FLASHING" AND \STEADY BURN" OPERATIONS TWO (2) SOLAR POWERED LIGHTS CAPABLE OF \FLASHING" AND \STEADY BURN" OPERATIONS SHALL BE ATTACHED TO EACH BARRICADE. LIGHTS SHALL HAVE RED LENSES. 2. TWO (2) 20"x20" ORANGE WARNING FLAGS SHALL BE AFFIXED TO EACH BARRICADE BY MEANS TWO (2) 20"x20" ORANGE WARNING FLAGS SHALL BE AFFIXED TO EACH BARRICADE BY MEANS OF A PRE-MOLDED CONNECTION. 3. BARRICADES SHALL BE 10"x10"x96" WITH ORANGE AND WHITE BI-DIRECTIONAL REFLECTIVE BARRICADES SHALL BE 10"x10"x96" WITH ORANGE AND WHITE BI-DIRECTIONAL REFLECTIVE MARKINGS ON EACH SIDE. 4. BARRICADES SHALL BE MADE OF A RESILIENTLY DEFORMABLE AND NON-CONDUCTIVE MATERIAL. BARRICADES SHALL BE MADE OF A RESILIENTLY DEFORMABLE AND NON-CONDUCTIVE MATERIAL. 5. BARRICADES SHALL BE CAPABLE OF MODULAR ASSEMBLY/DISASSEMBLY AND NEST FOR BARRICADES SHALL BE CAPABLE OF MODULAR ASSEMBLY/DISASSEMBLY AND NEST FOR COMPACT STORAGE. 6. BARRICADES SHALL BE CAPABLE OF INTERLOCKING TO PROVIDE A CONTINUOUS ENCLOSURE. BARRICADES SHALL BE CAPABLE OF INTERLOCKING TO PROVIDE A CONTINUOUS ENCLOSURE. 7. BARRICADES SHALL BE FILLED WITH WATER OR SAND TO PREVENT MOVEMENT. BARRICADES SHALL BE FILLED WITH WATER OR SAND TO PREVENT MOVEMENT. 8. BARRICADES SHALL BE CONTINUOUS UNLESS OTHERWISE SPECIFIED.BARRICADES SHALL BE CONTINUOUS UNLESS OTHERWISE SPECIFIED.

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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ADAM LACH, RA, DIRECTOR

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CONSTRUCTION

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(BARRICADES TO BE FURNISHED BY AIRFIELD, AND INSTALLED BY CONTRACTOR)

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1. THE CONTRACT SHALL BE COMPLETED BY APRIL 30, 2027. THE CONTRACT SHALL BE COMPLETED BY APRIL 30, 2027. 2. THE CONTRACTOR'S SUPERINTENDENT SHALL ATTEND THE CONTRACTOR'S SUPERINTENDENT SHALL ATTEND CONSTRUCTION PROGRESS AND SAFETY/SECURITY MEETINGS THROUGHOUT THE DURATION OF THE PROJECT AS REASONABLY REQUESTED BY THE OWNER. THE MEETINGS WILL BE HELD AT THE AIRPORT. OPERATIONAL SAFETY WILL BE A STANDING AGENDA ITEM FOR THESE MEETINGS. 3. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE SAFETY AND OPERATION PLAN. ALL WORK SHALL BE PHASED AND COMPLETED IN ACCORDANCE WITH THE PHASING PLANS AND NOTES. 4. THE CONTRACTOR SHALL COORDINATE HAUL ROUTES, CLOSURES THE CONTRACTOR SHALL COORDINATE HAUL ROUTES, CLOSURES AND SCHEDULES WITH OTHER PROJECTS WHICH MAY BE UNDERWAY DURING THE SAME TIME PERIOD AS THIS CONTRACT. USE OF ACTIVE (OPEN) AIRCRAFT PAVEMENTS WILL NOT BE PERMITTED. 5. CONTRACTOR SHALL NOT WORK INSIDE NAVIGATIONAL AID CONTRACTOR SHALL NOT WORK INSIDE NAVIGATIONAL AID (NAVAIDS) CRITICAL AREAS WITHOUT CLEARANCE FROM THE AIRPORT. THE AIRPORT WILL COORDINATE NOTAMS AND CLOSURES, IF APPLICABLE. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT NAVAIDS FROM DAMAGE. DAMAGE TO ANY NAVAID EQUIPMENT OR UNDERGROUND UTILITY SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE FIXED, REPLACED OR REPAIRED AS DIRECTED BY THE ENGINEER AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL PROVIDE TEMPORARY POWER TO FAA EQUIPMENT IF POWER LOSS RESULTS FROM CONSTRUCTION OPERATIONS. 6. FAA CONTACT IS RAY WOOD AT (231) 215-6199. THE FAA CONTACT IS RAY WOOD AT (231) 215-6199. THE CONTRACTOR SHALL COORDINATE WITH THE FAA THROUGH THE AIRPORT. THIS NUMBER IS PROVIDED FOR INFORMATION ONLY. 7. THE CONTRACTOR SHALL COMPLY WITH ALL AIRPORT RULES, THE CONTRACTOR SHALL COMPLY WITH ALL AIRPORT RULES, REGULATIONS AND SECURITY REQUIREMENTS. FAILURE TO COMPLY WILL RESULT IN SUSPENSION OF THE CONTRACTOR'S OPERATIONS UNTIL A PLAN TO CORRECT THE DEFICIENCIES IS APPROVED BY THE OWNER. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL FINES LEVIED AGAINST THE AIRPORT OR BY THE AIRPORT FOR SECURITY VIOLATIONS WHICH ARE A RESULT OF THE CONTRACTOR'S FAILURE TO COMPLY WITH SECURITY REGULATIONS. SUCH FINES SHALL BE DEDUCTED FROM AMOUNT DUE TO THE CONTRACTOR. 8. ALL AUTHORIZED VEHICLES AND EQUIPMENT REQUIRED TO WORK ALL AUTHORIZED VEHICLES AND EQUIPMENT REQUIRED TO WORK INSIDE SECURE AREAS SHALL HAVE A SIGN ON BOTH SIDES CONTAINING THE CONTRACTOR'S COMPANY NAME AND VISIBLY EQUIPPED WITH A YELLOW FLASHING STROBE LIGHT IN ACCORDANCE WITH THE CURRENT EDITION OF AC 150 5210-5. PRIVATE VEHICLES OF THE CONTRACTOR'S PERSONNEL WILL BE PERMITTED IN THE CONTRACTOR'S STAGING AND STORAGE AREA ONLY. 9. THE CONTRACTOR'S EQUIPMENT STORAGE AREA SHALL BE AT THE THE CONTRACTOR'S EQUIPMENT STORAGE AREA SHALL BE AT THE LOCATIONS SHOWN. THE CONTRACTOR SHALL CONFINE THE STORAGE OF EQUIPMENT AND MATERIALS TO THIS AREA. THE MAXIMUM STORAGE HEIGHT SHALL BE AS INDICATED. ALL NON-PAVED AREAS THAT ARE DISTURBED BY CONTRACTOR'S OPERATIONS, SHALL BE GRADED, RESTORED WITH 4" OF TOPSOIL, SEEDED AND MULCHED. SEED SHALL BE STANDARD MIXTURE B AND MULCH SHALL BE WOOD FIBER MULCH IN ACCORDANCE WITH SPECIFICATIONS T-901, T-905 AND T-908 RESPECTIVELY. ALL PAVED AREAS INTENDED TO REMAIN AND DAMAGED BY CONSTRUCTION OPERATIONS SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER AT THE CONTRACTOR'S EXPENSE. DISTURBED AREAS OUTSIDE OF THE GRADING LIMITS SHALL BE RE-SEEDED AND RESTORED BY THE CONTRACTOR AT THEIR OWN EXPENSE. 10. ALL DELIVERIES SHALL BE MADE TO THE CONTRACTOR'S STORAGE ALL DELIVERIES SHALL BE MADE TO THE CONTRACTOR'S STORAGE AREA. THE AIRPORT RESERVES THE RIGHT TO DEDUCT FROM THE CONTRACT TIME SPENT BY AIRPORT, TENANT, VENDOR OR CONSULTANT STAFF TO DIRECT DELIVERIES TO THE APPROPRIATE AREA. TIME WILL BE CHARGED AT A RATE OF $75 PER HOUR OR ESTABLISHED CONTRACTUAL RATES, WHICHEVER IS GREATER. TIME WILL BE CHARGED IN ONE HOUR INCREMENTS. 11. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN HIS OWN THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN HIS OWN HAUL ROUTES AS NECESSARY TO COMPLETE HIS WORK. HAUL ROUTES MUST BE APPROVED BY THE AIRPORT PRIOR TO CONSTRUCTION. HAUL ROUTES SHALL BE RESTORED BY GRADING SMOOTH AND SEEDING WITH STANDARD MIXTURE B. HAUL ROUTE RESTORATION MUST BE ACCEPTED BY THE OWNER PRIOR TO FINAL PAYMENT. ALL COSTS FOR BUILDING AND RESTORING HAUL ROUTES SHALL BE INCLUDED IN THE LUMP SUM UNIT PRICE FOR MOBILIZATION AND GENERAL CONDITIONS. 12. THE CONTRACTOR SHALL CONFINE HIS OPERATIONS TO THE WORK THE CONTRACTOR SHALL CONFINE HIS OPERATIONS TO THE WORK AREA LIMITS AND THE DESIGNATED ACCESS ROUTES. 13. THE CONTRACTOR SHALL LIMIT ACCESS INTO THE AIRPORT TO THE CONTRACTOR SHALL LIMIT ACCESS INTO THE AIRPORT TO AUTHORIZED PERSONNEL ONLY. THE CONTRACTOR SHALL PROVIDE TRAINED PERSONNEL AT ACCESS GATES WHENEVER THOSE GATES ARE IN USE BY CONSTRUCTION PERSONNEL. ACCESS THROUGH SECURE GATES WILL BE COORDINATED WITH THE AIRPORT. 14. MATERIAL TRACKED OR OTHERWISE DEPOSITED ON ACTIVE MATERIAL TRACKED OR OTHERWISE DEPOSITED ON ACTIVE PAVEMENTS BY CONSTRUCTION OPERATIONS SHALL BE REMOVED IMMEDIATELY IN ORDER TO PREVENT DAMAGE TO AIRCRAFT. ALL FOREIGN OBJECT DEBRIS (FOD) FOUND ALONG RUNWAY AND TAXIWAYS ADJACENT TO WORK AREAS SHALL BE SUFFICIENT CAUSE FOR THE OWNER TO CLOSE THE RUNWAY OR TAXIWAY. SAID OBJECTS SHALL BE REMOVED IMMEDIATELY AND PAVEMENTS SWEPT OR VACUUMED PRIOR TO RE-OPENING. 15. AIRCRAFT SHALL HAVE RIGHT-OF-WAY AT ALL TIMES. THE AIRCRAFT SHALL HAVE RIGHT-OF-WAY AT ALL TIMES. THE CONTRACTOR'S VEHICLES AND EQUIPMENT SHALL YIELD TO AIRCRAFT AT ALL TIMES. 16. THE CONTRACTOR SHALL CONTROL DUST FROM CONTRACTOR THE CONTRACTOR SHALL CONTROL DUST FROM CONTRACTOR WORK AREAS BY VACUUM TYPE SWEEPING, WATERING OR OTHER BY VACUUM TYPE SWEEPING, WATERING OR OTHER METHODS AS APPROVED BY THE ENGINEER. ALL COSTS FOR DUST CONTROL SHALL BE INCLUDED INTO THE LUMP SUM UNIT PRICE FOR SAFETY AND SECURITY". 17. CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING AND CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING AND CONTAINING FUEL, OIL AND OTHER HAZARDOUS MATERIALS DELIVERED TO THE AIRPORT FOR CONTRACTOR OPERATIONS. MATERIALS SHALL BE HANDLED IN ACCORDANCE WITH THE MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ), THE MICHIGAN OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (MIOSHA), THE ENVIRONMENTAL PROTECTION AGENCY (EPA), OR OTHER AGENCIES WITH REGULATORY AUTHORITY OVER THE ASSOCIATED MATERIAL. ALL RELEASES OF CONTRACTOR'S MATERIALS SHALL BE REPORTED TO ARMY GRAYLING AIRFIELD IMMEDIATELY AND CLEANED UP BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CLEANUP COSTS INCLUDING FINES AND PENALTIES ASSESSED TO THE AIRPORT AS A RESULT OF THE RELEASE. CONTRACTOR SHALL SUBMIT COPIES OF ALL MATERIAL SAFETY DATA SHEETS ASSOCIATED WITH THE WORK TO THE ENGINEER PRIOR TO DELIVERY TO THE SITE. 18. EQUIPMENT LOCATED WITHIN CONSTRUCTION AREAS SHALL NOT EQUIPMENT LOCATED WITHIN CONSTRUCTION AREAS SHALL NOT EXCEED 25 FEET IN HEIGHT. 19. CONTRACTOR SHALL COLLECT AND DISPOSE OF ALL LUNCH CONTRACTOR SHALL COLLECT AND DISPOSE OF ALL LUNCH WRAPPERS, FOOD AND OTHER WILDLIFE ATTRACTANTS AS NOTED IN AIRPORT RULES AND REGULATIONS. CONTRACTOR PERSONNEL SHALL BE AWARE OF AND AVOID CONSTRUCTION ACTIVITIES THAT CAN CREATE WILDLIFE HAZARDS ON AIRPORTS INCLUDING CREATING AREAS OF STANDING WATER AND TALL GRASS. CONTRACTOR SHALL NOTIFY THE AIRPORT IF DEER, BIRDS, OR OTHER HAZARDOUS WILDLIFE ARE OBSERVED INSIDE THE AIRPORT PERIMETER FENCE. 20. CONTRACTOR SHALL IMMEDIATELY NOTIFY GRAYLING ARMY CONTRACTOR SHALL IMMEDIATELY NOTIFY GRAYLING ARMY AIRFIELD OF ANY CONDITION THAT MAY, IN THE CONTRACTOR'S OPINION, ADVERSELY AFFECT OPERATIONAL SAFETY. 21. THE CONTRACTOR SHALL PROVIDE THE ARNG WITH A NAME AND THE CONTRACTOR SHALL PROVIDE THE ARNG WITH A NAME AND TELEPHONE NUMBER OF TWO (2) INDIVIDUALS THAT WILL BE AVAILABLE 24 HOURS A DAY, SEVEN DAYS A WEEK, FOR USE IN EMERGENCIES. THESE CONTACT PERSONS SHALL HAVE THE AUTHORITY TO IMMEDIATELY CORRECT ANY SAFETY OR SECURITY DEFICIENCY CAUSED BY THE CONTRACTOR OR THE CONTRACTOR'S ACTIVITIES, AS IDENTIFIED BY THE OWNER OR THE ENGINEER. 22. FOR NOTAMS AND AIRPORT COORDINATING, CONTACT MICHAEL FOR NOTAMS AND AIRPORT COORDINATING, CONTACT MICHAEL BRAY AT (989) 344-4300. A FULL LIST OF RESPONSIBLE (989) 344-4300. A FULL LIST OF RESPONSIBLE . A FULL LIST OF RESPONSIBLE REPRESENTATIVES WILL BE PROVIDED AT THE PRE-CONSTRUCTION MEETING. THE CONTRACTOR SHOULD CALL 911 FOR EMERGENCY RESPONSE. 23. CONTRACTOR SHALL INSPECT THE WORK AREA EACH DAY AND CONTRACTOR SHALL INSPECT THE WORK AREA EACH DAY AND COMPLETE THE CONSTRUCTION PROJECT DAILY SAFETY INSPECTION CHECKLIST. CHECKLIST IS INCLUDED IN THE CONTRACT DOCUMENTS. 24. FINAL INSPECTIONS WILL BE CONDUCTED BY THE AIRPORT FINAL INSPECTIONS WILL BE CONDUCTED BY THE AIRPORT PERSONNEL. FINAL INSPECTIONS WILL NOT BE CONDUCTED UNTIL THE CONTRACTOR ASSURES THAT ALL WORK HAS BEEN COMPLETED PER THE CONTRACT DOCUMENTS. 25. PRIOR TO EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE PRIOR TO EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE WHETHER UNDERGROUND SEWER, WATER, FUEL, ELECTRIC LINES, ETC., WILL BE ENCOUNTERED, AND IF SO, WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE APPROXIMATE LOCATIONS OF SUCH AN INSTALLATION, THE EXACT LOCATIONS SHALL BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING, AND WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION. 26. CONTRACTOR SHALL COMPLY WITH THE CURRENT EDITION OF THE CONTRACTOR SHALL COMPLY WITH THE CURRENT EDITION OF THE AIRPORT RULES AND REGULATIONS. COPIES OF THE RULES AND REGULATIONS ARE AVAILABLE THROUGH ANG. IF THE CONTRACTOR FAILS TO COMPLY WITH THE AIRPORT RULES AND REGULATIONS AND THE CSPP, CONSTRUCTION WILL BE SUSPENDED UNTIL THE CONTRACTOR DEMONSTRATES PROCEDURES ARE IN PLACE TO COMPLY AND THE MODIFIED PROCEDURES ARE ACCEPTED BY THE AIRPORT. INDIVIDUAL EMPLOYEES WHO DO NOT CONFORM AS NOTED HEREIN MAY BE FINED, SUSPENDED OR DENIED ACCESS TO THE AIRPORT. IF A VEHICLE IS INVOLVED IN A RUNWAY INCURSION, THE OPERATOR MAY HAVE DRIVING PRIVILEGES AND ACCESS TO THE AOA REVOKED. 27. RUNWAYS MUST BE CLOSED IF WORK IS PERFORMED WITHIN THE RUNWAYS MUST BE CLOSED IF WORK IS PERFORMED WITHIN THE SAFETY AREA. ONLY THE AIRPORT CAN OPEN OR CLOSE AN AREA. ALL CLOSURES MUST BE COORDINATED A MINIMUM OF 72 HOURS IN ADVANCE. 28. RUNWAY SAFETY AREAS MUST BE RESTORED SO THAT NO SLOPE RUNWAY SAFETY AREAS MUST BE RESTORED SO THAT NO SLOPE GREATER THAN 5% OR DROP GREATER THAN 3 INCHES EXISTS WITHIN THE CONSTRUCTION AREA PRIOR TO REOPENING THE RUNWAY. CONSTRUCTION IN THE TAXIWAY OBJECT FREE AREA (WITHIN 59 FEET OF THE CENTERLINE) OF ACTIVE TAXIWAYS WILL REQUIRE CLOSURE OF THAT TAXIWAY AT THE NEAREST INTERSECTION AS SHOWN OR AS DIRECTED BY THE ENGINEER IN THE FIELD. TAXIWAYS WILL BE REOPENED ONLY AFTER THE AIRPORT MANAGER HAS GIVEN APPROVAL. 29. CONTRACTOR SHALL NOT CROSS, PROTRUDE, ENTER OR BREAK CONTRACTOR SHALL NOT CROSS, PROTRUDE, ENTER OR BREAK THE PLANE OF THE RUNWAY OBSTACLE FREE ZONE (ROFZ) OR THRESHOLD SURFACES WITH PERSONNEL, EQUIPMENT AND/OR MATERIAL. 30. WHEN NOT IN USE AND DURING NON-WORKING HOURS, WHEN NOT IN USE AND DURING NON-WORKING HOURS, CONTRACTOR'S EQUIPMENT SHALL BE PARKED WITHIN THE CONTRACTOR'S STAGING AND STORAGE AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY AND SECURITY OF HIS STORAGE AREA AND ALL CONSTRUCTION AREAS. THE CONTRACTOR SHALL CONFINE THE STOCKPILING OF MATERIAL TO THE STAGING AND STORAGE AREA. 31. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH FAA ADVISORY CIRCULAR 150/5370-2G, "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION". CONTRACTOR SHALL PREPARE, SIGN AND SUBMIT A SAFETY PLAN COMPLIANCE DOCUMENT. 32. TAXIWAY "A" WILL BE CLOSED FOR THE DURATION OF THIS TAXIWAY "A" WILL BE CLOSED FOR THE DURATION OF THIS PROJECT. 33. EMERGENCY AND AIRPORT ACCESS ROUTES WILL NOT BE EMERGENCY AND AIRPORT ACCESS ROUTES WILL NOT BE IMPACTED DUE TO THIS CONSTRUCTION PROJECT. EMERGENCY VEHICLES SHALL HAVE THE RIGHT-OF-WAY AT ALL TIMES. 34. AIR TRAFFIC CONTROL WILL NOT HAVE ANY TEMPORARY CHANGES AIR TRAFFIC CONTROL WILL NOT HAVE ANY TEMPORARY CHANGES TO PROTOCOL OR PROCEDURES DUE TO CONSTRUCTION UNDER THIS PROJECT. 35. CONTRACTOR SHALL MAINTAIN THE SECURITY OF THE AIRPORT AT CONTRACTOR SHALL MAINTAIN THE SECURITY OF THE AIRPORT AT ALL TIMES. CONTRACTOR SHALL BE MINDFUL OF GAPS IN THE EXISTING FENCE, OPEN DOORS AND GATES. CONTRACTOR SHALL NOTIFY AIRPORT OPERATIONS OF ANY SECURITY THREAT. 36. CONTRACTOR SHALL UNDERSTAND AIRPORT OPERATIONS, FOREIGN CONTRACTOR SHALL UNDERSTAND AIRPORT OPERATIONS, FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT PLAN. CONTRACTOR SHALL REMOVE ANY DEBRIS FROM THE SITE WEATHER IT WAS PLACED BY THEM OR SOMEONE ELSE. FOD OF ANY KIND IS NOT TOLERATED ON AIRPORT PROPERTY. 37. CONTRACTOR SHALL UNDERSTAND AIRPORT OPERATIONS CONTRACTOR SHALL UNDERSTAND AIRPORT OPERATIONS HAZARDOUS MATERIALS MANAGEMENT PROCEDURES AND REPORT ANY SUSPICIOUS MATERIAL TO OPERATIONS IMMEDIATELY. 38. DAILY OBSERVATIONS MAY BE PERFORMED AIRPORT PERSONNEL. DAILY OBSERVATIONS MAY BE PERFORMED AIRPORT PERSONNEL. ULTIMATELY THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING THEIR OWN WORK AND VERIFYING THAT THE WORK IS BEING COMPLETED PER THE CONTRACT DOCUMENTS. 39. FAILURE TO COMPLY WITH AIRPORT RULES, REGULATIONS AND FAILURE TO COMPLY WITH AIRPORT RULES, REGULATIONS AND THE SAFETY PLANS DESCRIBED PER THESE CONTRACT DOCUMENTS MAY RESULT IN A PENALTY. ALL PENALTIES WILL BE DEDUCTED FROM THE AMOUNT DUE TO THE CONTRACTOR. 40. CONTRACTOR SHALL NOT USE OPEN FLAME WELDING OR CONTRACTOR SHALL NOT USE OPEN FLAME WELDING OR TORCHES, ELECTRICAL BLASTING CAPS, OR FLARE POTS WITHOUT PRIOR APPROVAL AND ADEQUATE SAFETY PRECAUTIONS. AIRPORT MUST GIVE APPROVAL PRIOR TO USE. 41. SHOULD CHANGES IN THE SCOPE OR DURATION OF THE PROJECT SHOULD CHANGES IN THE SCOPE OR DURATION OF THE PROJECT OCCUR MAKING REVISIONS TO THE CONSTRUCTION SAFETY PHASING PLAN (CSPP) NECESSARY, THE REVISED CSSP MAY BE REVIEWED AND APPROVED BY THE AIRPORT AND THE FAA PRIOR TO ISSUING A CONTRACT MODIFICATION. 42. SHOULD SUSPENSION OF CONSTRUCTION BECOME NECESSARY DUE SHOULD SUSPENSION OF CONSTRUCTION BECOME NECESSARY DUE TO LOW-VISIBILITY OPERATIONS, SNOW REMOVAL, AIRCRAFT IN DISTRESS, AIRCRAFT ACCIDENT, SECURITY BREACH, VEHICLE / PEDESTRIAN DEVIATION (VPD) OR OTHER CONDITIONS, THE AIRPORT RESERVES THE RIGHT TO NOTIFY THE CONTRACTOR AND ISSUE SPECIAL INSTRUCTIONS AS NECESSARY FOR THE SITUATION. DEFINITIONS AC - ADVISORY CIRCULAR AOA - AIR OPERATIONS AREA CFR - CODE OF FEDERAL REGULATIONS FAA - FEDERAL AVIATION ADMINISTRATION FOD - FOREIGN OBJECT DEBRIS NAVAID - NAVIGATIONAL AID NOTAM - NOTICE TO AIRMEN SIDA - SECURITY IDENTIFICATION DISPLAY AREA TSA - TRANSPORTATION SECURITY ADMINISTRATION VLL/AIRPORT = GRAYLING ARMY AIRFIELD SPONSOR/OWNER = MI. DEPT. OF TECH., MGMT. & BUDGET ARNG = ARMY NATIONAL GUARD

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AutoCAD SHX Text 12'

AutoCAD SHX Text F

AutoCAD SHX Text 13'

AutoCAD SHX Text 11'

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AutoCAD SHX Text 13'

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AutoCAD SHX Text 12'

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TIE-DOWN LAYOUT DETAIL

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SCALE : NONE

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AutoCAD SHX Text A

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SHOULDER

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SHOULDER

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SHOULDER

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SHOULDER

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LEGEND

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EXISTING PAVEMENT

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PROPOSED BITUMINOUS PAVEMENT

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PROPOSED BITUMINOUS SHOULDER

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PROPOSED CONCRETE PAD

AutoCAD SHX Text CONSTRUCTION NOTES: 1. EXCAVATION SHALL BE IN ACCORDANCE WITH SPECIFICATION 31 00 00 "EARTHWORK". EXCAVATION SHALL BE IN ACCORDANCE WITH SPECIFICATION 31 00 00 "EARTHWORK". 2. AGGREGATE BASE COURSE SHALL BE IN ACCORDANCE WITH SPECIFICATION 32 11 23 “AGGREGATE AGGREGATE BASE COURSE SHALL BE IN ACCORDANCE WITH SPECIFICATION 32 11 23 “AGGREGATE AGGREGATE BASE COURSES”. . 3. BITUMINOUS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATION 32 12 BITUMINOUS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATION 32 12 15.13 “ASPHALT PAVING FOR AIRFIELDS". ASPHALT PAVING FOR AIRFIELDS". 4. PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATION 32 13 14.13, "CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY DUTY PAVEMENTS". 5. BITUMINOUS TACK COAT SHALL BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATION 32 12 13, BITUMINOUS TACK COAT SHALL BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATION 32 12 13, "BITUMINOUS TACK AND PRIME COATS" 6. PAINT MARKING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATION 32 17 23 PAINT MARKING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATION 32 17 23 "PAVEMENT MARKINGS". 7. SEEDING AND MULCHING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATION 32 92 19 "SEEDING". 9. GROUND RODS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DETAILS ON PLAN SHEETS AND SPECIFICATION 34 73 16 "AIRFIELD GROUNDING". 10. TIE-DOWN ANCHORS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DETAILS ON PLAN SHEETS AND SPECIFICATION 34 73 13 "AIRFIELD TIEDOWNS".

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CONTROL POINT LOCATION

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CONCRETE JOINT SPACING DETAIL, TYP.

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SCALE : NONE

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DATE

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ISSUED FOR

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INDEX CODE

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PROJECT

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IDENTIFICATION NO.

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SHEET

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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PROCUREMENT AND REAL ESTATE SERVICES ADMINISTRATION

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ADAM LACH, RA, DIRECTOR

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TUEBOR

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KAB

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PRELIMINARY

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CONSTRUCTION

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FINAL RECORD

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KMM/AJP

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KMM

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AJP

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JDJ

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CONSTRUCTION PLAN

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WHERE NEW CONCRETE MEETS EXISTING, INSTALL CONSTRUCTION JOINT TYPE F-DOWELED - PER DETAIL SHEET C4

O F

D V

E O

F M

A N

D C

O N

U C

N D

G R

N G

A R

M Y

D (G

C O

R U

C T

D O

W N

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SCALE : NONE

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PROPOSED APRON PAVEMENT SECTION A-A

AutoCAD SHX Text No. OF BLOWS

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PERCENT AIR VOIDS

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BITUMINOUS MIX DESIGN PARAMETERS

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ASPHALT CEMENT - PERFORMANCE GRADE

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STABILITY (MINIMUM) LBS.

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PERCENT VOIDS IN MINERAL AGGREGATE (MIN.)

AutoCAD SHX Text FLOW (0.01 inch) MIN/MAX

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AutoC…

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File details come from the government source that posted it. Updated Aug 7, 2026.