W911SA-17-B-2002_Attachment_3_Drawings.pdf

PDF 9 MB Posted Jul 18, 2017

Attached to: Repair/Extend South End of Airport Runway at Fort McCoy, WI Airport
Solicitation number: W911SA-17-B-2002
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort McCoy

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File	Type	Posted
W911SA-17-B-2002_Bid_Abstract.pdf	PDF	Aug 23, 2017
W911SA-17-B-2002_Attachment_5_Wage_Determination_dated_8.11.2017.docx	DOCX document	Aug 15, 2017
W911SA-17-B-2002_Solicitation_Amendment_0001.docx	DOCX document	Aug 15, 2017
W911SA-17-B-2002_Site_Visit_Sign_In_Sheet.pdf	PDF	Jul 27, 2017
W911SA-17-B-2002_Attachment_2_ATOPSEC.pdf	PDF	Jul 18, 2017
W911SA-17-B-2002_Attachment_1_Specifications.pdf	PDF	Jul 18, 2017
W911SA-17-B-2002_Attachment_4_SF24.pdf	PDF	Jul 18, 2017
W911SA-17-B-2002_Solicitation_(f).pdf	PDF	Jul 18, 2017

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SPARTA-MCCOY AIRPORT

REPAIR RUNWAY 01-19

CONSTRUCTION PLANS FOR

GRADING, ASPHALT PAVING, CONCRETE PAVING,

RUNWAY LIGHTING AND PAVEMENT MARKING

AutoCAD SHX Text PHONE: 605.330.7000 401 EAST 8TH STREET SUITE 309 SIOUX FALLS, SD 57103-7032 www.sehinc.com

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DPW FORT MCCOY, WI

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SEH

AutoCAD SHX Text SPARTA-McCOY AIRPORT REPAIR RUNWAY 01-19 FORT McCOY, WISCONSIN

AutoCAD SHX Text P:\UZ\U\USAMC\138171\5-final-dsgn\51-drawings\65-Aviation\cad\dwg\plnshts\USAMC 138171_TL1.dwg 3/3/2017 8:38 AM kpederson 3/3/2017 8:38 AM kpederson3/3/2017 8:38 AM kpederson kpedersonkpederson

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W911SA-15-D-0016-0020

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100% SUBMISSION

AutoCAD SHX Text TITLE SHEET CONSTRUCTION NOTES SAFETY PLAN & DETAILS TYPICAL SECTION REMOVALS PLAN & PROFILE JOINTING PLAN JOINTING DETAILS EROSION CONTROL & TURF ESTABLISHMENT PAVEMENT MARKING PLAN ELECTRICAL NOTES AND ABBREVIATIONS ELECTRICAL LEGEND AND SCHEDULES ELECTRICAL AIRFIELD DEMOLITION PLAN ELECTRICAL AIRFIELD PLAN ELEVATED LIGHT INSTALLATION DETAILS BASE CAN DETAIL PAPI POWER AND CONTROL EQUIPMENT DETAILS PAPI LIGHTING HOUSING ASSEMBLY DETAILS CONDUIT AND DUCT BANK DETAILS ELECTRICAL MISCELLANEOUS DETAILS RUNWAY 1 APPROACH PLAN PAPI DETAILS CROSS SECTIONS

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THIS PLAN CONTAINS 30 SHEETS.30 SHEETS. SHEETS.

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INDEX

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SHEET NO.

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DESCRIPTION

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TITLE SHEET

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PROJECT LOCATION MONROE COUNTY

PHONE: 605.330.7000 401 EAST 8TH STREET SUITE 309 SIOUX FALLS, SD 57103-7032 www.sehinc.com

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CONSTRUCTION NOTES

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GROUND FREQUENCY: 123.1 MHZ.

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MAX VEHICLE SPEED: 15 MPH UNLESS OTHERWISE INFORMED

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EXISTING

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RUNWAY 1/19 CRITICAL AIRCRAFT DATA

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WING SPAN

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APPROACH SPEED

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TAIL HEIGHT

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ELEMENT

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121 KNOTS

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AIRPORT REFERENCE CODE

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B-II

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SAFETY DISTANCES

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RSA 150'

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OFA 500'

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CENTERED ON RUNWAY 1/19

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IMPORTANT NUMBERS

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US ARMY COMMANDER 608-388-4207

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MANAGER: JAMES HUBBARD 608-388-4207

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EMERGENCY 911

CONSTRUCTION SAFETY NOTES: GENERAL SAFETY NOTES 1. ALL CONSTRUCTION SHALL MEET THE MOST CURRENT REQUIREMENTS OF UFC WHICH ARE ALL CONSTRUCTION SHALL MEET THE MOST CURRENT REQUIREMENTS OF UFC WHICH ARE AVAILABLE ONLINE AT WWW.FAA.GOV, OR UPON REQUEST TO THE COR. APPLICABLE ADVISORY CIRCULARS MAY INCLUDE, BUT ARE NOT LIMITED TO, 150/5340-1, 5370-2, 5210-5, AND 70/7460-1. 2. THE CONTRACTOR SHALL SUBMIT A DETAILED SCHEDULE OF CONSTRUCTION OPERATIONS AT THE CONTRACTOR SHALL SUBMIT A DETAILED SCHEDULE OF CONSTRUCTION OPERATIONS AT LEAST 5 DAYS PRIOR TO THE PRE-CONSTRUCTION CONFERENCE. THE PHASING PLAN AND SCHEDULE MUST BE APPROVED BY THE COR AND THE OWNER PRIOR TO THE BEGINNING OF CONSTRUCTION OPERATIONS. 3. THE CONTRACTOR WILL ADVISE THE COR AND THE AIRPORT MANAGER 72 HOURS IN ADVANCE THE CONTRACTOR WILL ADVISE THE COR AND THE AIRPORT MANAGER 72 HOURS IN ADVANCE OF ANY PROPOSED CONSTRUCTION ACTIVITIES ON THE PROJECT. 4. THE AIR OPERATIONS AREA (AOA) CONSISTS OF ALL AREAS OF THE AIRPORT LOCATED THE AIR OPERATIONS AREA (AOA) CONSISTS OF ALL AREAS OF THE AIRPORT LOCATED WITHIN THE PERIMETER SECURITY FENCE AND INCLUDES RUNWAYS, TAXIWAYS, AIRCRAFT PARKING APRONS, AND OTHER AREAS WHERE AIRCRAFT MAY MOVE UNDER THEIR OWN POWER, AS WELL AS RUNWAY PROTECTION ZONES. 5. NO WORK SHALL BE ALLOWED WITHIN THE AOA UNTIL THE REQUIRED AIRFIELD CLOSURES NO WORK SHALL BE ALLOWED WITHIN THE AOA UNTIL THE REQUIRED AIRFIELD CLOSURES HAVE BEEN MADE AND THE REQUIRED CLOSURE MARKERS AND BARRICADES ARE IN PLACE. ALL NECESSARY NOTICE TO AIRMEN (NOTAMS) WILL BE ISSUED BY THE AIRPORT MANAGER, WHICH SPECIFICALLY DETAIL THE CURRENT STATUS OF THE AIRPORT DURING CONSTRUCTION. 6. WORK MAY BE STOPPED AT ANY TIME BY THE AIRPORT MANAGER OR COR IF IT IS WORK MAY BE STOPPED AT ANY TIME BY THE AIRPORT MANAGER OR COR IF IT IS DETERMINED THAT PROPER SAFETY PRECAUTIONS ARE NOT BEING TAKEN. 7. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH INFORMATION ON THIS SAFETY & CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH INFORMATION ON THIS SAFETY & PHASING PLAN AND THE SAFETY PLAN COMPLIANCE DOCUMENT CONTAINED IN THE SPECIFICATIONS. EQUIPMENT SAFETY REQUIREMENTS 8. THE MAXIMUM HEIGHT OF CONSTRUCTION EQUIPMENT TO BE USED ON THE AIRPORT SHALL BE THE MAXIMUM HEIGHT OF CONSTRUCTION EQUIPMENT TO BE USED ON THE AIRPORT SHALL BE 20 FEET. IF USE OF EQUIPMENT OF GREATER THAN 20 FEET IS NEEDED, THE CONTRACTOR SHALL FILE FAA FORM 7460-1 WITH THE APPROPRIATE FAA OFFICE. FORMS ARE AVAILABLE UPON REQUEST TO THE COR. 9. ALL AIRPORT AND CONSTRUCTION EQUIPMENT ON THE AIRPORT SHALL BE MARKED, LIGHTED, ALL AIRPORT AND CONSTRUCTION EQUIPMENT ON THE AIRPORT SHALL BE MARKED, LIGHTED, AND FLAGGED ACCORDING TO UFC. 10. THE CONTRACTORS PARKED EQUIPMENT OR VEHICLES (INCLUDING PERSONAL VEHICLES) SHALL THE CONTRACTORS PARKED EQUIPMENT OR VEHICLES (INCLUDING PERSONAL VEHICLES) SHALL BE STORED IN THE STORAGE AREA LOCATION ON THIS SHEET. LARGE EQUIPMENT THAT IS BEING USED EACH WORKING DAY THAT CANNOT BE EASILY MOVED OUT OF THE AOA MAY BE LEFT OVERNIGHT WITHIN THE AOA AT A LOCATION DESIGNATED BY THE COR. BARRICADES 11. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN LIGHTED LOW PROFILE BARRICADES THE CONTRACTOR SHALL PROVIDE AND MAINTAIN LIGHTED LOW PROFILE BARRICADES THROUGHOUT THE DURATION OF THE PROJECT. PROVIDING AND PLACING DEVICES, MAINTENANCE, BATTERY REPLACEMENT, AND MOVEMENT ARE ALL INCIDENTAL TO MOBILIZATION. 12. ALL BARRICADES SHALL BE CONSTRUCTED AS SHOWN IN THE PROJECT DETAILS. BARRICADES ALL BARRICADES SHALL BE CONSTRUCTED AS SHOWN IN THE PROJECT DETAILS. BARRICADES SHALL BE PLACED A MAXIMUM OF 20' APART ACROSS THE FULL WIDTH OF CLOSED PAVEMENTS. CONSTRUCTION HAUL ROUTES 13. THE CONTRACTOR SHALL ESTABLISH A HAUL ROUTE IN THE GENERAL AREA INDICATED ON THE CONTRACTOR SHALL ESTABLISH A HAUL ROUTE IN THE GENERAL AREA INDICATED ON THE PLAN. THE EXACT LOCATION OF THE HAUL ROUTE SHALL BE REVIEWED AND APPROVED BY THE COR. THIS ROUTE SHALL BE USED FOR DELIVERY AND REMOVAL OF ALL CONSTRUCTION EQUIPMENT AND MATERIALS AND ACCESS TO THE SITE FOR ALL PERSONNEL FOR THE DURATION OF THE PROJECT. 14. THE CONTRACTOR SHALL KEEP THE ROUTE AND ALL PAVEMENTS CLEAR OF DEBRIS AT ALL THE CONTRACTOR SHALL KEEP THE ROUTE AND ALL PAVEMENTS CLEAR OF DEBRIS AT ALL TIMES. AT A MINIMUM, THE ROUTE SHALL BE SWEPT AT THE END OF EACH WORKING DAY. ADDITIONAL SWEEPING MAY BE REQUIRED IMMEDIATELY UPON THE NOTIFICATION BY COR. 15. THE ROUTE AND ALL AIRFIELD PAVEMENTS SHALL BE THOROUGHLY CLEANED PRIOR TO THE ROUTE AND ALL AIRFIELD PAVEMENTS SHALL BE THOROUGHLY CLEANED PRIOR TO REOPENING TO AIRCRAFT USE. 16. CONTRACTOR ACCESS TO THE AIRPORT SHALL BE RESTRICTED TO THE LOCATION SHOWN. CONTRACTOR ACCESS TO THE AIRPORT SHALL BE RESTRICTED TO THE LOCATION SHOWN. MOVEMENT SHALL BE RESTRICTED TO DESIGNATED HAUL ROUTES. UTILITIES 17. ALL EXISTING UTILITIES INDICATED ON THE DRAWINGS ARE SHOWN IN AN APPROXIMATE WAY ALL EXISTING UTILITIES INDICATED ON THE DRAWINGS ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR LOCATING AND MARKING ANY AND ALL PUBLIC AND PRIVATE UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES. CALL WISCONSIN DIGGERS HOTLINE AT 800-242-8511 AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. 18. IN THE EVENT UTILITIES ARE DAMAGED BY THE CONTRACTOR, THE CONTRACTOR SHALL IN THE EVENT UTILITIES ARE DAMAGED BY THE CONTRACTOR, THE CONTRACTOR SHALL REPAIR THE DAMAGED UTILITIES TO THE UTILITY OWNER'S REQUIREMENTS AT THE EXPENSE OF THE CONTRACTOR. PENALTIES 19. FAILURE TO COMPLY WITH THE SAFETY AND PHASING PLANS THAT RESULT IN A RUNWAY FAILURE TO COMPLY WITH THE SAFETY AND PHASING PLANS THAT RESULT IN A RUNWAY INCURSION OR VEHICLE DEVIATION ON THE AIRFIELD SHALL HAVE A $5,000 PENALTY ASSESSED TO THE PRIME CONTRACTOR. A SECOND RUNWAY INCURSION OR VEHICLE DEVIATION ON THE AIRFIELD SHALL BE ASSESSED A PENALTY OF $10,000. A THIRD RUNWAY INCURSION OR VEHICLE DEVIATION ON THE AIRFIELD SHALL RESULT IN CONTRACT TERMINATION. SCHEDULE THE SUBSTANTIAL COMPLETION DATE FOR THE PROJECT WILL BE __________, 2017. SCOPE OF WORK: 1. REPAIR RUNWAY 1/19 AND CONSTRUCT TURN AROUND.REPAIR RUNWAY 1/19 AND CONSTRUCT TURN AROUND.

SAFETY PLAN

AutoCAD SHX Text LOW PROFILE BARRICADE CONTRACTOR ACCESS ROUTE CONTRACTOR STAGING AREA CONSTRUCTION AREA

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LAMINATED ORANGE/ WHITE STRIPE FINISH

AutoCAD SHX Text 34"x8"x72" PLYWOOD

AutoCAD SHX Text PLYWOOD ON NOTCHED 4"x4" STAND (TOE NAILED) TYP

AutoCAD SHX Text SANDBAG EACH 4"x4" ON BACK SIDE OF BARRICADE TYP

AutoCAD SHX Text HOUSING: 7"Wx5.25"H BOLTED WITH " HEX HEAD 34" HEX HEAD BOLT WITH WASHERS

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LIGHT: 7" RED FLASHING,BATTERY OPERATED WITH OMNI-DIRECTIONAL LIGHT CELL

AutoCAD SHX Text NOTES: 1. BARRICADES SHALL BE CONSTRUCTED AND PLACED A MAXIMUM OF 20' APART BARRICADES SHALL BE CONSTRUCTED AND PLACED A MAXIMUM OF 20' APART ACROSS THE FULL WIDTH OF CLOSED PAVEMENT PER FAA ADVISORY PAVEMENT PER FAA ADVISORY CIRCULAR 150/5370-2. 2. ALL LOW PROFILE BARRICADES SHALL BE CONSTRUCTED AS SHOWN UNLESS ALL LOW PROFILE BARRICADES SHALL BE CONSTRUCTED AS SHOWN UNLESS OTHERWISE APPROVED BY THE ENGINEER.

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LOW PROFILE BARRICADE NTS

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RUNWAY

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HAUL ROUTE

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CONSTRUCTION STAGING AREA

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LOW PROFILE BARRICADE

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AutoCAD SHX Text SPARTA-McCOY AIRPORT REPAIR RUNWAY 01-19 FORT McCOY, WISCONSIN

AutoCAD SHX Text p:\UZ\U\USAMC\138171\5-final-dsgn\51-drawings\65-aviation\cad\dwg\plnshts\USAMC 138171_SF1.dwg 3/3/2017 8:41 AM kpederson 3/3/2017 8:41 AM kpederson3/3/2017 8:41 AM kpederson kpedersonkpederson

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W911SA-15-D-0016-0020

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100% SUBMISSION

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CLOSURE CROSS NTS

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LEGEND

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RUNWAY 11-29

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TAXIWAY

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OFA

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RSA

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OFA

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RSA

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COUNTY ROAD A / CENTER AVE

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AIRPORT ROAD

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13TH AVE.

CLOSURE CROSS

17" GRANULAR BASE

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6" TOPSOIL

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1.5% SLOPE

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1.5% SLOPE

AutoCAD SHX Text ASPHALT PAVEMENT TYPICAL SECTION NOT TO SCALE STATION 50+00.00 TO STATION 56+74.00

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10:1 SLOPE (MAX.)

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MATCH EXISTING GROUND

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2% SLOPE

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6" TOPSOIL

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MATCH EXISTING GROUND

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4" GRANULAR BASE

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5" ASPHALT PAVEMENT

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12" CONCRETE PAVEMENT

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1 16" UNDERCUT

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EXISTING GROUND

AutoCAD SHX Text NOTE: 1 UNDERCUT MATERIAL SHALL BE EXCAVATED UNDERCUT MATERIAL SHALL BE EXCAVATED AND STOCKPILED. 2 TREAT SUBGRADE WITH LIME, 12" DEPTH. TREAT SUBGRADE WITH LIME, 12" DEPTH. 3 REUSE STOCKPILED UNDERCUT AND COMPACT REUSE STOCKPILED UNDERCUT AND COMPACT IN TWO, 8" LIFTS.

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12" LIME TREATED SUBBASE

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GEOTEXTILE FABRIC

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4" DRAINAGE LAYER

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5" ASPHALT PAVEMENT

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TYPICAL SECTION

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REMOVALS

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REMOVE EXISTING ASPHALT

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SAWCUT ASPHALT

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TAXIWAY

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ASPHALT RUNWAY AND SHOULDER PAVEMENT CONCRETE RUNWAY TURN AROUND PAVEMENT

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12" LIME TREATED SUBBASE

EXTEND ASPHALT PAVEMENT TO SURROUND RUNWAY THRESHOLD LIGHTS. SEE ELECTRICAL PLANS FOR EXACT LOCATION.

SPOT ELEVATIONS

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SPOT ELEVATION

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MOD REQUEST # - DESCRIPTION

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MOD #

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DATE

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DPW FORT MCCOY, WI

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SEH

AutoCAD SHX Text SPARTA-McCOY AIRPORT REPAIR RUNWAY 01-19 FORT McCOY, WISCONSIN

AutoCAD SHX Text P:\UZ\U\USAMC\138171\5-final-dsgn\51-drawings\65-aviation\cad\dwg\plnshts\USAMC138171_PJ1.dwg 3/3/2017 10:51 AM ehanson 3/3/2017 10:51 AM ehanson3/3/2017 10:51 AM ehanson ehansonehanson

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KP, KS

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AutoCAD SHX Text 03/03/17

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GV01667-14J

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W911SA-15-D-0016-0020

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100% SUBMISSION

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JOINTING PLAN

AutoCAD SHX Text CONCRETE JOINT CONCRETE RUNWAY TURN AROUND PAVEMENT REINFORCED PCC TYPE C DOWELED CONTRACTION JOINT (SEE DETAIL) TYPE D DOWELED CONSTRUCTION JOINT (SEE DETAIL)

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LEGEND

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RUNWAY 1-19

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2' MIN. FOR KICKERS

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NOTE

AutoCAD SHX Text PHONE: 605.330.7000 401 EAST 8TH STREET SUITE 309 SIOUX FALLS, SD 57103-7032 www.sehinc.com

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DPW FORT MCCOY, WI

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SEH

AutoCAD SHX Text SPARTA-McCOY AIRPORT REPAIR RUNWAY 01-19 FORT McCOY, WISCONSIN

AutoCAD SHX Text P:\UZ\U\USAMC\138171\5-final-dsgn\51-drawings\65-aviation\cad\dwg\plnshts\USAMC138171_PJ1.dwg 3/3/2017 10:56 AM kpederson 3/3/2017 10:56 AM kpederson3/3/2017 10:56 AM kpederson kpedersonkpederson

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KP, KS

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AutoCAD SHX Text 03/03/17

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GV01667-14J

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W911SA-15-D-0016-0020

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100% SUBMISSION

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JOINTING DETAILS

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THICKENED CONCRETE EDGE DETAIL

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PROPOSED CONCRETE TURN AROUND PAVEMENT

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PROPOSED ASPHALT RUNWAY PAVEMENT

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4" BASE COURSE

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15" BASE COURSE

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4" DRAINAGE LAYER

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4" DRAINAGE LAYER

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%%UJOINT DETAIL NOTES

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DIAMETER

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DIMENSIONS AND SPACING OF STEEL DOWELS

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LENGTH

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SLAB THICKNESS

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1. JOINTS SHALL NOT INTERSECT THE EDGE OF THE PAVEMENT NOR ANY OTHER JOINT AT AN JOINTS SHALL NOT INTERSECT THE EDGE OF THE PAVEMENT NOR ANY OTHER JOINT AT AN ANGLE OF LESS THAN 90°. 2. IF THE CONTRACTOR ELECTS TO VARY FROM THE PLAN, HE SHALL SUBMIT FOR THE IF THE CONTRACTOR ELECTS TO VARY FROM THE PLAN, HE SHALL SUBMIT FOR THE ENGINEERS APPROVAL A JOINT TYPE PATTERN CONSISTENT WITH THE NEW PLAN. PATTERN CONSISTENT WITH THE NEW PLAN. 3. PAVEMENT AREAS WHERE THICKENED EDGE JOINTS OCCUR SHALL BE CONSTRUCTED SO PAVEMENT AREAS WHERE THICKENED EDGE JOINTS OCCUR SHALL BE CONSTRUCTED SO THAT DOWEL BARS ARE PLACED PARALLEL TO THE FINAL SURFACE AND MAINTAIN A MINIMUM DEPTH OF T/2 + 1/2" FROM THE FINAL SURFACE. 4. DOWEL DRILLING METHOD SHALL BE CAPABLE OF MAINTAINING DRILL HOLES PARALLEL TO DOWEL DRILLING METHOD SHALL BE CAPABLE OF MAINTAINING DRILL HOLES PARALLEL TO THE CONCRETE SURFACE AND NORMAL TO THE JOINT LINE WITHIN 1/4"± AT THE END OF THE DOWEL EXCEPT WHERE SPECIFIED OTHERWISE. DRILL HOLES SHALL BE ACCURATELY LAID OUT SO THAT THE MAXIMUM DEVIATION DOES NOT EXCEED 1" IN THE HORIZONTAL DIRECTION AND 1/2" IN THE VERTICAL DIRECTION. DRILL HOLE DIAMETER TO BE APPROXIMATELY 1-7/8" FOR 1-1/2" DOWELS. BAR POSITIONING SHALL BE WITHIN A 1/4" TOLERANCE IN HORIZONTAL AND VERTICAL PLANES. 5. ALL SEALANT DEPTHS WILL BE BASED ON MANUFACTURER RECOMMENDATIONS. ALL SEALANT DEPTHS WILL BE BASED ON MANUFACTURER RECOMMENDATIONS. 6. FOR PRE-COMPRESSED EXPANDING SEALANT - EPOXY ADHESIVE TO BE APPLIED TO BOTH FOR PRE-COMPRESSED EXPANDING SEALANT - EPOXY ADHESIVE TO BE APPLIED TO BOTH SIDES OF JOINT PER MANUFACTURER'S RECOMMENDATIONS. SEALANT SHALL BE COMPATIBLE WITH EXPANSION JOINT FILLER MATERIAL. 7. THE DOWEL BAR OR TIE BAR SPACING SHALL BE STARTED FROM THE INSIDE OF THE JOINT THE DOWEL BAR OR TIE BAR SPACING SHALL BE STARTED FROM THE INSIDE OF THE JOINT EDGE. IF THE SPACING DOES NOT ALLOW FOR A DOWEL AT THE CENTER OF THE SLAB AND THE REMAINING SLAB IS GREATER THAN THE REQUIRED SPACING THEN A BAR SHALL BE PLACED IN THE CENTER OF THE REMAINING SPACE. IF THE REMAINING SPACE IS LESS THAN THE REQUIRED SPACING, NO ADDITIONAL BAR SHALL BE REQUIRED. 8. PLACEMENT OF NEW DOWELS SHALL BE PLACED ADJACENT TO EXISTING DOWELS OR TIES PLACEMENT OF NEW DOWELS SHALL BE PLACED ADJACENT TO EXISTING DOWELS OR TIES SAWCUT DURING REMOVAL OPERATIONS BUT NO CLOSER THAN 2 BAR DIAMETERS. 9. DOWELS SHALL BE EPOXY COATED AND ONE END SHALL BE THOROUGHLY LUBRICATED WITH DOWELS SHALL BE EPOXY COATED AND ONE END SHALL BE THOROUGHLY LUBRICATED WITH BONDBREAKER, OR AN APPROVED LUBRICANT, TO PREVENT THE CONCRETE FROM BONDING TO THE DOWEL, PER UFC. 10. DOWEL BAR INSTALLATION DEVICES (DOWEL BASKETS) AND THE METHOD OF ANCHORING DOWEL BAR INSTALLATION DEVICES (DOWEL BASKETS) AND THE METHOD OF ANCHORING THEM INTO POSITION SHALL BE APPROVED BY THE ENGINEER. DOWEL BASKETS SHALL BE FIRMLY ATTACHED TO THE EXISTING UNDERLYING COURSE PRIOR TO PLACING P.C.C. 11. EDGES OF THE FRESHLY PLACED SLAB SHALL BE SPRAYED WITH AN APPROVED CURING EDGES OF THE FRESHLY PLACED SLAB SHALL BE SPRAYED WITH AN APPROVED CURING MATERIAL. A TRANSVERSE CONSTRUCTION JOINT SHALL BE INSTALLED WHEN PAVING OPERATIONS ARE INTERRUPTED FOR MORE THAN THIRTY (30) MINUTES. IF THE INTERRUPTION IS LESS THAN TEN FEET (10') FROM A PLANNED JOINT, THE FRESH CONCRETE SHALL BE REMOVED BACK TO THE PREVIOUSLY INSTALLED JOINT OR A MINIMUM OF TEN FEET (10') TO THE NEXT PLANNED JOINT. A CONSTRUCTION JOINT MAY NOT BE INSTALLED AT THE MIDDLE OF A PANEL.

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%%UTYPE C DOWELED CONTRACTION JOINT

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%%UTYPE D DOWELED CONSTRUCTION JOINT

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1/2" THE SLAB THICKNESS

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SEE TABLE FOR DOWEL BAR SPACING AND SIZE

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#1/0 GA. (.307) DIA. WIRE

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%%UCONTRACTION JOINT DOWEL BASKET

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BAR SPACING & SIZE

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SEE TABLE FOR DOWEL

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BAR SPACING & SIZE

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EPOXY COAT & LUBRICATE ONE END OF DOWEL

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SEE DOWEL BASKET DETAIL EPOXY COAT & LUBRICATE ENTIRE LENGTH OF DOWEL

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%%UDETAIL B

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DEPTH PER MANUFACTURER

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%%UDETAIL C

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CONSTRUCTION JOINT BETWEEN SLABS

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1 1/4" MINIMUM

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1 1/4" MINIMUM

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DEPTH PER MANUFACTURER

AutoCAD SHX Text 9/16" %%P 1/16"

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SAWCUT

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1/4" CHAMFER

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1/4" CHAMFER

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%%UISOLATION JOINT (CONCRETE TO BITUMINOUS)

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%%UDETAIL A2

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P-605 SEALANT

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PCC PAVEMENT

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PREFORMED JOINT SEAL WIDTH AS RECOMMENDED BY MANUFACTURER

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NEAT LINE SAWCUT EDGE OF BITUMINOUS PAVEMENT

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WELDED WIRE FABRIC

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SEE DETAIL THIS SHEET

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PLANS (TYP.)

REINFORCED PAVEMENT DETAIL

AutoCAD SHX Text PHONE: 605.330.7000 401 EAST 8TH STREET SUITE 309 SIOUX FALLS, SD 57103-7032 www.sehinc.com

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SEH

AutoCAD SHX Text SPARTA-McCOY AIRPORT REPAIR RUNWAY 01-19 FORT McCOY, WISCONSIN

AutoCAD SHX Text P:\UZ\U\USAMC\138171\5-final-dsgn\51-drawings\65-aviation\cad\dwg\plnshts\USAMC 138171_EC1.dwg 3/3/2017 11:09 AM kpederson 3/3/2017 11:09 AM kpederson3/3/2017 11:09 AM kpederson kpedersonkpederson

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KP, KS

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AutoCAD SHX Text 03/03/17

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GV01667-14J

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W911SA-15-D-0016-0020

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100% SUBMISSION

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EROSION CONTROL

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PROTECT EXISTING FENCE

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SEED, FERTILIZE AND MULCH (TYP.)

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INSTALL SILT FENCE (TYP.)

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SEEDING, FERTILIZE AND MULCH SILT FENCE

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LEGEND

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INSTALL SILT FENCE (TYP.)

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GRADE TO DRAIN

PHONE: 605.330.7000 401 EAST 8TH STREET SUITE 309 SIOUX FALLS, SD 57103-7032 www.sehinc.com

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AutoCAD SHX Text SPARTA-McCOY AIRPORT REPAIR RUNWAY 01-19 FORT McCOY, WISCONSIN

AutoCAD SHX Text P:\UZ\U\USAMC\138171\5-final-dsgn\51-drawings\65-aviation\cad\dwg\plnshts\USAMC 138171_EC2.dwg 3/3/2017 11:10 AM kpederson 3/3/2017 11:10 AM kpederson3/3/2017 11:10 AM kpederson kpedersonkpederson

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KP, KS

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AutoCAD SHX Text 03/03/17

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GV01667-14J

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W911SA-15-D-0016-0020

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100% SUBMISSION

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EROSION CONTROL

PHONE: 605.330.7000 401 EAST 8TH STREET SUITE 309 SIOUX FALLS, SD 57103-7032 www.sehinc.com

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AutoCAD SHX Text SPARTA-McCOY AIRPORT REPAIR RUNWAY 01-19 FORT McCOY, WISCONSIN

AutoCAD SHX Text P:\UZ\U\USAMC\138171\5-final-dsgn\51-drawings\65-aviation\cad\dwg\plnshts\USAMC 138171_PM1.dwg 3/3/2017 11:13 AM kpederson 3/3/2017 11:13 AM kpederson3/3/2017 11:13 AM kpederson kpedersonkpederson

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KP, KS

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AutoCAD SHX Text 03/03/17

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GV01667-14J

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W911SA-15-D-0016-0020

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100% SUBMISSION

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PAVEMENT MARKING PLAN

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RUNWAY 1/19

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RUNWAY CENTERLINE NTS

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3 - 6" STRIPES & 2 - 6" SPACES

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RUNWAY

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6" WHITE STRIPES

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6" STRIPES & 6" SPACES

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THRESHOLD MARKING DETAIL NTS

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RUNWAY

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6" STRIPES & 6" SPACES

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RUNWAY NUMBER DETAIL NTS

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TAXIWAY

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RUNWAY NUMBER (SEE DETAIL)

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RUNWAY CENTER LINE (SEE DETAIL)

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RUNWAY THRESHOLD (SEE DETAIL)

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TAXIWAY EDGE MARKING NTS

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2 - 6" STRIPES & 1 - 6" SPACES

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6" YELLOW STRIPES

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RUNWAY EDGE MARKING (MATCH EXISTING)

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TAXIWAY EDGE MARKING (SEE DETAIL)

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TAXIWAY CENTER LINE 6" SOLID LINE YELLOW

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ARROW HEADS (SEE DETAIL)

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RELOCATED THRESHOLDS MARKINGS ARROW HEADS NTS

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ARROW HEAD TABLE

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RUNWAY WIDTH

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* "W" IS THE RUNWAY WIDTH

AutoCAD SHX Text NOTES: 1. ALL PAVEMENT MARKINGS LOCATED ON THE ALL PAVEMENT MARKINGS LOCATED ON THE RUNWAY SHALL BE WHITE IN COLOR. 2. ALL PAVEMENT MARKINGS LOCATED ON THE ALL PAVEMENT MARKINGS LOCATED ON THE TAXIWAY SHALL BE YELLOW IN COLOR.

4 - 6" YELLOW STRIPES & 3 - 6" SPACES

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EXISTING PROFILE

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TAXIWAY

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COUNTY ROAD A

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HIGHWAY 16

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PAPI STA.=57+81.50 ELEV=836.85

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THRESHOLD STA.=50+00.00 ELEV=839.40

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AIMING ANGLE 3° 30' (3.5°)

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PAPI CLEARANCE PLANE 2° 18' (2.3°)

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20:1 APPROACH SURFACE

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PAPI CLEARANCE PLANE 2° 18' (2.3°)

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PAPI CLEARANCE PLANE 2° 18' (2.3°)

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20:1 APPROACH SURFACE

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TOP OF HILL STA=-0+83 ELEV=1030.00

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ROAD

AutoCAD SHX Text PHONE: 605.330.7000 401 EAST 8TH STREET SUITE 309 SIOUX FALLS, SD 57103-7032 www.sehinc.com

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DPW FORT MCCOY, WI

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SEH

AutoCAD SHX Text SPARTA-McCOY AIRPORT REPAIR RUNWAY 01-19 FORT McCOY, WISCONSIN

AutoCAD SHX Text P:\UZ\U\USAMC\138171\5-final-dsgn\51-drawings\65-aviation\cad\dwg\plnshts\US138171_PP_approach.dwg 3/3/2017 11:36 AM kpederson 3/3/2017 11:36 AM kpederson3/3/2017 11:36 AM kpederson kpedersonkpederson

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KP, KS

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AutoCAD SHX Text 03/03/17

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GV01667-14J

AutoCAD SHX Text

W911SA-15-D-0016-0020

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100% SUBMISSION

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RUNWAY 1 APPROACH PLAN

PHONE: 605.330.7000 401 EAST 8TH STREET SUITE 309 SIOUX FALLS, SD 57103-7032 www.sehinc.com

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DPW FORT MCCOY, WI

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SEH

AutoCAD SHX Text SPARTA-McCOY AIRPORT REPAIR RUNWAY 01-19 FORT McCOY, WISCONSIN

AutoCAD SHX Text P:\UZ\U\USAMC\138171\5-final-dsgn\51-drawings\65-aviation\cad\dwg\plnshts\US138171_PP_approach.dwg 3/3/2017 1:52 PM kpederson 3/3/2017 1:52 PM kpederson3/3/2017 1:52 PM kpederson kpedersonkpederson

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KP, KS

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AutoCAD SHX Text 03/03/17

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GV01667-14J

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W911SA-15-D-0016-0020

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100% SUBMISSION

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PAPI DETAILS

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PAPI UNIT PLAN VIEW (TYPICAL) N.T.S

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PAPI-2 LIGHT UNIT LOCATIONS (PER TABLE 1) N.T.S

AutoCAD SHX Text GENERAL NOTES: 1. AZIMUTHAL AIMING EACH LIGHT UNIT SHALL BE AIMED OUTWARD AZIMUTHAL AIMING EACH LIGHT UNIT SHALL BE AIMED OUTWARD INTO THE APPROACH ZONE ON A LINE PARALLEL TO THE RUNWAY CENTERLINE WITHIN A TOLERANCE OF ±1/2 DEGREE.2. MOUNTING HEIGHT TOLERANCES. THE BEAM CENTERS OF ALL MOUNTING HEIGHT TOLERANCES. THE BEAM CENTERS OF ALL LIGHT UNITS SHALL BE WITHIN ±1 INCH OF A HORIZONTAL PLANE.THIS HORIZONTAL PLANE SHALL BE WITHIN ±1 FOOT (0.3 M) OFTHE ELEVATION OF THE RUNWAY CENTERLINE AT THE INTERCEPT POINT OF THE VISUAL GLIDEPATH WITH THE RUNWAY EXCEPT AT LOCATION RAISED TO BE CLEAR OF SNOW BUILDUP ON THE GROUND AT THE PAPI LOCATIONS. 3. TOLERANCES ALONG LINE PERPENDICULAR TO RUNWAY. THE TOLERANCES ALONG LINE PERPENDICULAR TO RUNWAY. THE FRONT FACE OF PERPENDICULAR TO THE RUNWAY CENTERLINE WITH IN ±6 INCHES.4. ALL HARDWARE SHALL BE STAINLESS STEEL. ALL MACHINE ALL HARDWARE SHALL BE STAINLESS STEEL. ALL MACHINE THREADED CONNECTIONS SHALL HAVE ANTI-SEIZING COMPOUND.

AutoCAD SHX Text PAPI INSTALLATION NOTES 1. ALL L-867 BASES SHOWN AS HAND HOLES ARE 16" DIAMETER AS ALL L-867 BASES SHOWN AS HAND HOLES ARE 16" DIAMETER AS NOTED. 2. ALL BASES SHALL HAVE 3/4" DIA. WEEPHOLES. ALL BASES SHALL HAVE 3/4" DIA. WEEPHOLES. 3. LOCATE TILT & LAMP TVSS DEVICES IN PAPI CONTROLLER LOCATE LOCATE TILT & LAMP TVSS DEVICES IN PAPI CONTROLLER LOCATE 120/240 VOLT TVSS IN EQUIPMENT ENCLOSURE. 4. GROUNDED CONDUCTOR SHALL BE PROPERLY SUPPORTED WITH GROUNDED CONDUCTOR SHALL BE PROPERLY SUPPORTED WITH CONDUIT AS SHOWN. 5. ALL GROUND PLATES SHALL BE LOCATED 10 FEET FROM PAPI ALL GROUND PLATES SHALL BE LOCATED 10 FEET FROM PAPI EQUIPMENT. 6. DUXSEAL ALL CONDUITS AT EACH END. INCLUDING POLYETHYLENE DUXSEAL ALL CONDUITS AT EACH END. INCLUDING POLYETHYLENE DUCTS

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TABLE 1

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DESCRIPTION

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2-BOX RUNWAY END 1

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TYPE

AutoCAD SHX Text L-881

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STYLE

AutoCAD SHX Text A

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CLASS

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DIMENSION A

AutoCAD SHX Text 781.5

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DIMENSION B

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DIMENSION C

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DIMENSION D

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THRESHOLD CROSSING HEIGHT

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HEIGHT GROUP TABLE 7-1, 5340-30G

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RUNWAY STATION AT (POINT E)

AutoCAD SHX Text 57+81.50

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RUNWAY ELEVATION AT (POINT E)

AutoCAD SHX Text 836.85

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THRESHOLD ELEVATION

AutoCAD SHX Text 839.40

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GROUND ELEVATION AT BOX NO. 1

AutoCAD SHX Text 835.1

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GROUND ELEVATION AT BOX NO. 2

AutoCAD SHX Text 834.0

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GROUND ELEVATION AT BOX NO. 3

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GROUND ELEVATION AT BOX NO. 4

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APERTURE ELEVATION AT BOX NO. 1

AutoCAD SHX Text 837.85

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APERTURE ELEVATION AT BOX NO. 2

AutoCAD SHX Text 837.85

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APERTURE ELEVATION AT BOX NO. 3

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APERTURE ELEVATION AT BOX NO. 4

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AIMING ANGLE BOX NO. 1

AutoCAD SHX Text 3° 45' 00"

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AIMING ANGLE BOX NO. 2

AutoCAD SHX Text 3° 15' 00"

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AIMING ANGLE BOX NO. 3

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AIMING ANGLE BOX NO. 4

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SCREW CORNERS WITH (3) THREE 3" STAINLESS STEEL DRYWAY SCREWS. (TYP.)

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2" RIGID CONDUIT TYPICAL TO ALL PAPI LIGHTING UNIT L867 BASE CANS.

AutoCAD SHX Text 2" X 6" TREATED LUMBER FRAME (PER AWPA TREATMENT C1) SET FLUSH WITH ADJACENT GRADE

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PAVEMENT EDGE

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GALVANIZED STEEL PLATE

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PAPI LIGHT HOUSING

AutoCAD SHX Text 3/4" WASHED STONE SURFACE TREATMENT, 3-1/2" THICK, OVER TWO LAYERS OF LANDSCAPE FABRIC

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NOTE: VERIFY EXACT PAPI LEG LAYOUT WITH MANUFACTURER.

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L-867 BASE CAN

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FRONT

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PAPI DISTRIBUTION EQUIPMENT SEE DETAIL.

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PAPI MASTER CONTROLLER UNIT

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2-BOX PAPI

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POINT E

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THRESHOLD

RUNWAY

PHONE: 605.330.7000 401 EAST 8TH STREET SUITE 309 SIOUX FALLS, SD 57103-7032 www.sehinc.com

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DPW FORT MCCOY, WI

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AutoCAD SHX Text SPARTA-McCOY AIRPORT REPAIR RUNWAY 01-19 FORT McCOY, WISCONSIN

AutoCAD SHX Text p:\UZ\U\USAMC\138171\5-final-dsgn\51-drawings\65-aviation\cad\dwg\plnshts\USAMC 138171_XS1.dwg 3/3/2017 1:00 PM kpederson 3/3/2017 1:00 PM kpederson3/3/2017 1:00 PM kpederson kpedersonkpederson

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KP, KS

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GV01667-14J

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W911SA-15-D-0016-0020

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100% SUBMISSION

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PHONE: 605.330.7000 401 EAST 8TH STREET SUITE 309 SIOUX FALLS, SD 57103-7032 www.sehinc.com

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AutoCAD SHX Text SPARTA-McCOY AIRPORT REPAIR RUNWAY 01-19 FORT McCOY, WISCONSIN

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KP, KS

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GV01667-14J

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W911SA-15-D-0016-0020

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100% SUBMISSION

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PHONE: 605.330.7000 401 EAST 8TH STREET SUITE 309 SIOUX FALLS, SD 57103-7032 www.sehinc.com

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DPW FORT MCCOY, WI

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AutoCAD SHX Text SPARTA-McCOY AIRPORT REPAIR RUNWAY 01-19 FORT McCOY, WISCONSIN

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KP, KS

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AutoCAD SHX Text 03/03/17

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GV01667-14J

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W911SA-15-D-0016-0020

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100% SUBMISSION

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PHONE: 605.330.7000 401 EAST 8TH STREET SUITE 309 SIOUX FALLS, SD 57103-7032 www.sehinc.com

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DPW FORT MCCOY, WI

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AutoCAD SHX Text SPARTA-McCOY AIRPORT REPAIR RUNWAY 01-19 FORT McCOY, WISCONSIN

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KP, KS

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GV01667-14J

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W911SA-15-D-0016-0020

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100% SUBMISSION

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3 USAMC 138171_SF1 - Safety Plan

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20170317_100%_Electrical_Drawings_US138171

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27 USAMC 138171_XS1 - Cross Sections

28 USAMC 138171_XS2 - Cross Sections

29 USAMC 138171_XS4 - Cross Sections

30 USAMC 138171_XS5 - Cross Sections

File details come from the government source that posted it. Updated Nov 14, 2017.