Attachment 2 Drawings.pdf

PDF 15 MB Posted Dec 20, 2021

Attached to: North Apron Repairs Federal contract opportunity
Solicitation number: W9123822R0003
Issued by: Department of the Army Corps of Engineers Engineering District Sacramento

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation requests offers to perform improvements to repair the portion of the North Apron immediately North of Hangar 204 at Hill Air Force Base in Davis County, Utah. The work includes replacement of existing Portland cement concrete slabs along with full rework of structural base materials for seasonal frost conditions, in accordance with UFC standards. Additional work comprises providing grounding points, pavement markings on new apron pavement, and replacement of an adjacent concrete drainage swale and asphalt strip. Demolition encompasses removal of existing concrete slabs, drainage swale, and a five foot asphalt strip. Any required asbestos or lead-based paint removal will be performed by a certified contractor. This will be a design-bid-build contract awarded by the Department of the Army Corps of Engineers Sacramento District. The solicitation number is W9123822R0003.

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Other files for this federal contract opportunity

Other files attached to North Apron Repairs, newest first.
File	Type	Posted
Amendment 0005 Sheet 180-25-0984C-122-C-122.pdf	PDF	Feb 10, 2022
Amendment 0005 Survey.pdf	PDF	Feb 10, 2022
Amendment 0005 Sheet 180-25-0984C-121-C-121.pdf	PDF	Feb 10, 2022
Amendment 0005 Updated 32 13 14.13 Concrete Paving.pdf	PDF	Feb 10, 2022
Amendment 0005 Sheet 180-25-0984G-101-G-101.pdf	PDF	Feb 10, 2022
W912822R0003 Amendment 0005.pdf	PDF	Feb 10, 2022
SF30 W9123822R0003 0004 North Apron Extend.pdf	PDF	Feb 7, 2022
Attachment 9 PPQ.pdf	PDF	Jan 28, 2022
W9123822R0003 Site Visit Sign_In_Sheet.pdf	PDF	Jan 27, 2022
W9123822R0003 Amendment 003.pdf	PDF	Jan 18, 2022
Attachment 3 Supplemental Contract Requirements.pdf	PDF	Jan 13, 2022
Attachment 4 DBW Rates.pdf	PDF	Jan 13, 2022
Attachment 1 Specifications.pdf	PDF	Jan 13, 2022
Attachment 6 North Apron Site Walk.pdf	PDF	Jan 13, 2022
Attachment 2 Drawings.pdf	PDF	Jan 13, 2022
Attachment 7_Utah Resident Office Map.pdf	PDF	Jan 13, 2022
Attachment 8 Project Information Form.pdf	PDF	Jan 13, 2022
Attachment 5 Pre Award Survey.pdf	PDF	Jan 13, 2022
W9123822R0003 North Apron Repairs Amendment 002.pdf	PDF	Jan 6, 2022
Atch 7_Utah Resident Office Map.pdf	PDF	Jan 6, 2022
North Apron Site Walk.pdf	PDF	Jan 5, 2022
W9123822R0003 Amendment 001.pdf	PDF	Jan 5, 2022
Blank - Site Visit Roster_ (002).xlsx	XLSX spreadsheet	Jan 5, 2022
Attachment 4 Pre Award Survey.pdf	PDF	Dec 20, 2021
Attachment 3 Davis Bacon Wage Determination.pdf	PDF	Dec 20, 2021
Attachment 1 Specifications.pdf	PDF	Dec 20, 2021
W9123822R0003.pdf	PDF	Dec 20, 2021

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ISSUE DATE:

US Army Corps of Engineers

SOLICITATION NO.:

CONTRACT NO.:

SACRAMENTO DISTRICT

W91238-XX-X-XXXX

HILL AFB, UTAH

REPAIR NORTH APRON B5009 PHASE A

CAPITAL PROJECT # 1026533

PROJECT # 487672

SOUTH GATE

WEST GATE

CONTRACTING

6038 ASPEN AVE

BLDG. 1289

ROY GATE

FIRE DEPARTMENT

BLDG. 9

PROJECT LOCATION

VICINITY MAP PROJECT MAP

PREPARED UNDER THE DIRECTION OF:

USACE SACRAMENTO SIGNATURE BLOCK

Col. Corps of Engineers, Sacramento District

Chief, Engineering Division

Chief, Military Design Branch

APPROVED BY:

APPROVED FUNCTIONAL ADEQUACY:

This project was designed by the Sacramento District of the U. S. Army Corps of Engineers.The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152

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SHEET INDEX

SHEET NUMBER SHEET NAME

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G-101 HAUL ROUTE AND STAGING AREA

G-102 GENERAL NOTES

B-101 BORING LOCATIONS PLAN

B-102 BORING LOGS

B-103 BORING LOGS

V-100 TOPOGRAPHIC SURVEY MAP

V-101 TOPOGRAPHIC SURVEY MAP

V-102 TOPOGRAPHIC SURVEY MAP

V-103 TOPOGRAPHIC SURVEY MAP

CD101 DEMOLITION PLAN

C-001 LEGEND & ABBREVIATIONS

C-121 PHASE 1 PHASING PLAN

C-122 PHASE 2 PHASING PLAN

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SITE, PAVING AND PAVEMENT MARKING PLAN

C-151 GRADING AND DRAINAGE PLAN

C-201 SUBDRAIN PROFILE

C-301 SECTIONS

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PROJECT BOUNDARY

EQUIPMENT

STAGING AREA

HANGAR 204

HANGAR 1

BUILDING 1A

CONTRACTOR HAUL ROUTE

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FOR MATERIALS AND

CONTRACTOR TRAILERS

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NOTES:

1. CONTRACTOR ACCESS WILL BE THROUGH DESIGNATED GATE AS SHOWN

ON PLANS.

2. LOCATION OF THE CONTRACTOR STAGING AREAS SHOWN ARE

APPROXIMATE. THE EXACT LOCATIONS WILL BE DETERMINED IN THE

FIELD BY THE CONTRACTING OFFICER. EQUIPMENT STAGING WILL BE

ON THE PAVED AREAS IDENTIFIED ON THE PHASING PLANS.

3. THE CONTRACTOR STAGING AREA LOCATED WEST OF F AVENUE CAN BE

UTILIZED FOR THE CONTRACTOR'S FIELD OFFICE, PARKING OF COMPANY

VEHICLES AND FOR STORAGE OF MATERIALS.

4. TRACKED VEHICLES SHALL NOT BE STORED OR ALLOWED TO OPERATE

ON PCC TO REMAIN. TRACKED CONSTRUCTION EQUIPMENT MAY BE

PARKED OVERNIGHT IN THE CONSTRUCTION AREA. ALL OTHER PARKING

AND ALL EQUIPMENT STORAGE SHALL BE IN THE STAGING AREA.

5. NO BLADES OR BUCKETS SHALL BE ALLOWED TO CONTACT EXISTING

PAVEMENTS THAT ARE TO REMAIN. ONLY POWER SWEEPERS SHALL BE

ALLOWED TO REMOVE DEBRIS FORM THE SURFACE OF PAVEMENTS TO

REMAIN.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DRAINAGE,

GRADING, EROSION CONTROL, STABILIZATION, AND UTILITY

CONNECTIONS IN STAGING AREAS AND SHALL RESTORE SITE TO

ORIGINAL CONDITIONS UPON COMPLETION.

7. ALL CONSTRUCTION AREAS SHALL BE CONSIDERED LAND DISTURBANCE

AREAS.

8. OVERHEAD UTILITIES AND POLES BELONG TO CITY LIGHT AND POWER.

9. CONTRACTOR MUST VERIFY UTILITY CAPACITY IS ADEQUATE FOR

PROJECT NEEDS. IF CAPACITY IS INSUFFICIENT, CONTRACTOR IS

RESPONSIBLE FOR UPGRADES OR NEW LINES.

10. CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONNECTIONS,

CONNECTION REQUIREMENTS, AND COORDINATION WITH UTILITY

OWNERS.

11. ALL EQUIPMENT MUST BE FLAGGED AND LIGHTED PER SPECIFICATION

SECTION 01 35 13 SPECIAL PROCEDURES FOR AIRFIELD SAFETY

12. CONTRACTOR TO PROVIDE ACCESS TO ONE OF THE BAYS TO BUILDING

1A FOR DELIVERIES ETC. (WEST OF EQUIPMENT STAGING AREA)..

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GENERAL NOTES:

1. ALL COST FOR OBTAINING PERMITS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCLUDED

IN THE BID PRICE.

2. THE CONTRACTOR SHALL FOLLOW THE FOLLOW THE REQUIREMENTS OF SPECIFICATION SECTION 01 57 23 AND PREPARE

A COMPLETE EROSION PREVENTION AND SEDIMENT CONTROL PLAN FOR THE SITE AND STAGING AREA, INCLUDING THE

CRUSHER SITE AND THE BATCH PLANT. SITE, AS SPECIFIED. THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN THE

EROSION PREVENTION AND SEDIMENT CONTROL MEASURES INCLUDED IN THAT PLAN.

3. THE CONTRACTOR WILL BE REQUIRED TO COORDINATE HIS OPERATIONS WITH ANY OTHER CONTRACTORS WORKING ON

THE BASE AND WITH THE BASE TENANTS AS REQUIRED.

4. THE SITE LAYOUT IS BASED ON THE CONTROL POINTS AS INDICATED.

5. ITEMS NOT MARKED FOR REMOVAL SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR.

6. ITEMS NOT MARKED FOR REMOVAL THAT ARE DAMAGED SHALL BE REPAIRED OR REPLACED IN KIND AT NO COST TO THE

GOVERNMENT.

7. THE CONTRACTOR SHALL KEEP ALL PAVED SURFACES CLEAN AND FREE OF MUD AND DEBRIS.

8. THE CONTRACTOR MUST KEEP TAXIWAYS AND APRONS USED AS HAUL ROUTES CLEAR OF FOREIGN OBJECT DEBRIS

(FOD) AT ALL TIMES. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A VACUUM SWEEPER TRUCK FOR REMOVAL OF

FOD. THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL APRONS, TAXIWAYS AND SHOULDERS USED AS HAUL ROUTE

THROUGHOUT THE CONSTRUCTION AND IMMEDIATELY BEFORE THE PAVEMENT IS OPENED TO AIRCRAFT TRAFFIC.

9. AFTER ENTERING THE AIRFIELD, HAUL ROUTES MUST BE PAVED OR ALL VEHICLES MUST PERFORM A COMPLETE FOD

CHECK AT EACH ENTRANCE TO AIRFIELD PAVEMENT.

10. THE CONTRACTOR SHALL PROVIDE PUMPS AND/OR INSTALL SUBDRAINS OR BLEEDER TRENCHES TO ENSURE NO WATER

IS ALLOWED TO STAND IN THE EXCAVATED AREAS.

11. DUMP TRUCKS SHALL USE LOAD COVERS AND SHALL BE LOADED BY THE CONTRACTOR SUCH THAT NO SPILLAGE OCCUR.

12. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT ITS MOVEMENT BY WIND, JET BLAST, PROPELLER WASH, OR WATER FROM ANY SOURCE. DAILY STOCKPILES ARE ALLOWED BUT NO OVERNIGHT

STOCKPILING. NO STOCKPILES ON AIRFIELD.

13. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED BY BARRICADES

HAVING STEADY-BURN RED LIGHTS CONFORMING TO THE BARRICADE DETAILS SHOWN IN THESE PLANS OR OTHERWISE

ACCEPTABLE TO THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) AND AIRFIELD MANAGER.

14. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL SUBMIT TO THE COR THE NAMES AND PHONE NUMBERS OF AT

LEAST TWO INDIVIDUALS WHO SHALL BE AVAILABLE ON A 24 HOUR CALL BASIS FOR EMERGENCY BARRICADE AND

BARRICADE LIGHTING MAINTENANCE. THE INDIVIDUALS SHALL BE CAPABLE OF MAINTAINING AND REPAIRING THE

TEMPORARY ELECTRICAL SYSTEMS AND WIRING.

15. THE CONTRACTOR SHALL CHECK ALL EXISTING AND FINISH GRADES AND DIMENSIONS IN THE FIELD PRIOR TO

COMMENCEMENT OF ANY WORK ON THIS PROJECT. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE

CONTRACTING OFFICER IMMEDIATELY.

16. EXISTING PAVEMENT THICKNESSES SHOWN IN THESE PLANS ARE BASED ON CONSTRUCTION RECORDS; ACTUAL

THICKNESSES MAY VARY. SOME PCC SLABS ARE CONSTRUCTED WITH THICKENED EDGES.

17. ANY AND ALL DAMAGE BY THE CONTRACTOR TO EXISTING AC, OR PCC PAVEMENT, INCLUDING HAUL ROUTES OR

STRUCTURES WHICH ARE DESIGNATED TO REMAIN, SHALL BE REPLACED WITH LIKE MATERIALS AND ITEMS AT THE

CONTRACTOR'S EXPENSE AND TO THE SATISFACTION OF THE CONTRACTING OFFICER. THE CONTRACTOR MUST

IDENTIFY AND DOCUMENT ANY PRE-EXISTING DAMAGE TO ANY PAVEMENTS TO REMAIN PRIOR TO STARTING ANY WORK.

THE PRE-EXISTING DAMAGE MUST BE REPORTED TO THE CONTRACTING OFFICER IN WRITING BEFORE ANY WORK IS

STARTED. IF NO DEFICIENCIES ARE DOCUMENTED AND REPORTED, THEN THE PAVEMENTS WILL BE CONSIDERED TO BE

IN GOOD CONDITION AND COMPLETELY UNDAMAGED.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE AND LOCAL CODES, LAWS, AND

REGULATIONS, AND SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED FOR CONSTRUCTION, INCLUDING BUT NOT

LIMITED TO NOISE CONTROL, EROSION CONTROL, WATERSHED, EMISSIONS, AND POLLUTION CONTROL PERMITS.

19. NOTHING IN THE GENERAL NOTES OR CONSTRUCTION DOCUMENTS SHALL RELIEVE THE CONTRACTOR FROM HIS

RESPONSIBILITIES TOWARD THE SAFETY AND CONVENIENCE OF THE GENERAL PUBLIC AND THE TENANTS OF THE BASE.

20. THE CONTRACTOR WILL PROVIDE ALL NECESSARY PROTECTIVE MEASURES TO SAFEGUARD EXISTING UTILITIES FROM

DAMAGE DURING CONSTRUCTION OF THIS PROJECT. IN THE EVENT THAT SPECIAL EQUIPMENT IS REQUIRED TO WORK

OVER AND AROUND THE UTILITIES, THE CONTRACTOR SHALL FURNISH SUCH EQUIPMENT. THE COST OF PROTECTING

UTILITIES FROM DAMAGE AND FURNISHING SPECIAL EQUIPMENT SHALL BE INCLUDED IN THE CONTRACTOR'S BID.

21. BEFORE BEGINNING ANY WORK, THE CONTRACTOR SHALL VERIFY THE EXACT ROUTING AND LOCATION OF ALL EXISTING

UTILITIES TO BE DEMOLISHED AND TO REMAIN.

22. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS SHOWN ON THESE PLANS PRIOR TO BEGINNING ANY

CONSTRUCTION OR DEMOLITION.

23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL UTILITY CONNECTIONS REQUIRED AT NO ADDITIONAL COST

TO THE GOVERNMENT. THE CONTRACTOR'S UTILITY CONNECTIONS SHALL BE ON A SEPARATE METER(S). THE

CONTRACTOR SHALL COMPLY WITH AMERICAN WATER REQUIREMENTS. BACKFLOW PREVENTION AND CONNECTION

MUST BE INSPECTED BY CONTRACTING OFFICER AND AMERICAN WATER.

24. BACK FLOW PREVENTION DEVICES ARE REQUIRED ON ALL CONTRACTOR CONNECTIONS TO BASE WATER SUPPLIES

INCLUDING TEMPORARY AND FIRE HYDRANT CONNECTIONS.

25. ALL STORM SEWER PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS

WATERTIGHT.

26. CONTRACTOR SHALL PROPERLY DISPOSE OF ALL WASTE MATERIALS OFF GOVERNMENT PROPERTY. SEE

SPECIFICATIONS FOR PCC PAVEMENT RECYCLING REQUIREMENTS.

27. IF EXISTING PCC PAVEMENT IS UNDERMINED, THE ENTIRE AFFECTED SLAB SHALL BE REMOVED AND REPLACED AT NO

ADDITIONAL COST.

28. UNDERMINING OF PCC IS DEFINED AS LOSS OF MATERIAL BENEATH THE SLAB TO ANY DEPTH FOR MORE THAN 15% OF

ANY INDIVIDUAL EXPOSED FACE OF A SLAB -OR- LOSS OF MATERIAL GREATER THAN 3" IN DEPTH AT ANY POINT ON THE

FACE OF THE SLAB.

29. IF EXISTING AC PAVEMENT IS UNDERMINED, THE FACE OF THE PAVEMENT SHALL BE SAWCUT FULL WIDTH TO REMOVE

THE UNDERMINED PAVEMENT AND REPLACED AT NO ADDITIONAL COST.

30. UNDERMINING IN AC PAVEMENT IS DEFINED AS LOSS OF MATERIAL GREATER THAN 3" IN DEPTH AT ANY POINT ALONG

THE FACE OF THE PAVEMENT.

31. INTERRUPTION TO UTILITIES BY THIS PROJECT SHALL BE COORDINATED WITH THE COR AND IAW THE SPECIFICATIONS.

32. MILITARY OPERATIONS MAY UNEXPECTEDLY REQUIRE SHUT DOWN OF CONTRACTOR OPERATIONS. GOVERNMENT WILL

PROVIDE 24 HOURS NOTICE TO SHUT DOWN IF POSSIBLE.

33. ALL COST RELATING TO THE CONTRACTOR'S ACCESS AND SECURITY SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

34. ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL, VEHICLES, EQUIPMENT AND MATERIALS SHALL REMAIN WITHIN

THE LIMITS OF CONSTRUCTION STAGING AREA OR HAUL ROUTES.

35. AIRFIELD OPERATIONS-CONTRACTOR SHALL ACQUAINT ALL SUPERVISORS AND EMPLOYEES WITH THE NATURE AND

EXTENT OF AIRFIELD OPERATION THAT ARE INHERENT TO THIS ACTIVE AIR BASE. CONTRACTOR SHALL CONDUCT

CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE EMERGENCY AIR TRAFFIC REQUIREMENTS AND GUIDELINES

ON SAFETY AND SECURITY SPECIFIED IN CONTRACT DOCUMENTS, AS SPECIFIED BY THE GOVERNMENT.

36. VEHICLE IDENTIFICATION-ALL CONTRACTOR VEHICLES THAT ARE AUTHORIZED TO OPERATE ON THE AIRPORT

OPERATIONS AREA (AOA) SHALL DISPLAY IN FULL ABOVE THE VEHICLE A 3' X 3' ORANGE AND WHITE CHECKERED FLAG

EACH CHECK BEING 1' SQUARE OR A 360° FLASHING YELLOW BEACON MOUNTED ON TOP OF THE VEHICLE. ALL

CONTRACTORS VEHICLE OPERATIONS IN THE ACTIVE AIRCRAFT OPERATION AREA DURING THE HOURS OF POOR

VISIBILITY OR HOURS OF DARKNESS SHALL BE EQUIPPED WITH A FLASHING YELLOW BEACON MOUNTED ON TOP OF THE

VEHICLE AND OF SUCH INTENSITY TO CONFORM TO LOCAL CODES FOR MAINTENANCE AND EMERGENCY VEHICLES. THE

360° FLASHING YELLOW BEACON SHALL BE A LIGHT BAR WITH A MINIMUM DIMENSION OF 16

"L X 7

" W X 2

37. GROUND CONTROL-ALL CONTRACTOR'S VEHICLES THAT ARE REQUIRED TO CROSS ACTIVE RUNWAYS, TAXIWAYS, SAFETY AREAS, AND APPROACH CLEAR ZONES SHALL DO SO UNDER THE DIRECT CONTROL OF THE CONTRACTOR'S

SAFETY OFFICER AND THE BASE AIRSIDE OPERATIONS PERSONNEL IN CONTACT WITH THE AIR BASE GROUND

CONTROLLER. THE CONTRACTOR'S DESIGNATED SAFETY OFFICER SHALL BE APPROVED IN WRITING, TRAINED AND

INSTRUCTED BY THE BASE AIRSIDE OPERATIONS IN THE REGULATIONS GOVERNING OPERATIONS OF THE AIR BASE. THE

CONTRACTOR'S SAFETY OFFICER SHALL REMAIN WITH THEIR VEHICLE AND THE VHF RADIO AT ALL TIMES. THE

CONTRACTOR SHALL FURNISH THE SAFETY OFFICER WITH A HANDHELD VHF TRANSCEIVER RADIO. CONTRACTOR'S

RADIO CALL SIGNS CANNOT MATCH FLIGHT OPERATIONS CALL SIGNS. CONTRACTOR MUST COORDINATE WITH AIRFIELD

OPERATIONS FOR RADIO FREQUENCIES AND CALL SIGNS PRIOR TO ENTERING AIRFIELD AREA.

38. ALL CONSTRUCTION ACTIVITIES WITHIN THE TAXIWAY/TAXILANE SAFETY AREA (TSA) WILL REQUIRE THE

TAXIWAY/TAXILANE CLOSURE. THE CONTRACTOR SHALL REQUEST THROUGH THE CONTRACTING OFFICER THE CLOSURE

OF THE REQUIRED PORTION OF TAXIWAY/TAXILANE. THIS REQUEST SHALL INCLUDE A DETAILED MAINTENANCE OF

AIRCRAFT MOVEMENT PLAN, THE CLOSURE TIMELINE, AND A DETAILED SCHEDULE OF OPERATIONS WITHIN THE AREA.

THE CONTRACTOR IS ADVISED THAT THERE MAY BE OTHER CRITICAL ACTIVITIES THAT MAY PREVENT TO CLOSURE OF OF

SPECIFIC AREA DURING THE REQUESTED TIMELINE. THEREFORE CLOSE COORDINATION BY THE CONTRACTOR WITH THE

BASE'S AIRSIDE OPERATIONS MANAGER AND THE CONTRACTING OFFICER IS REQUIRED.

39. PAVEMENT CLOSURES-TAXIWAYS, TAXILANES, AND APRONS SHALL NOT BE CLOSED WITHOUT PRIOR WRITTEN

APPROVAL FROM THE BASE AIRSIDE OPERATIONS OR THE CONTRACTING OFFICER TO ENABLE NECESSARY NOTICES TO

AIRMEN OR ADVISORIES TO AIRPORT SERVICES AND/OR TENANTS. A MINIMUM OF 72 HOURS WRITTEN NOTICE OF A

REQUESTED CLOSING SHALL BE DIRECTED TO THE CONTRACTING OFFICER WHO WILL COORDINATE THE REQUEST WITH

AIRSIDE OPERATIONS.

40. AIRCRAFT TRAFFIC WITHIN THE AIRFIELD SHALL HAVE PRIORITY OVER CONTRACTOR'S TRAFFIC.

41. CONTRACTOR SHALL COMPLY WITH THE BASE AOA DRIVER TRAINING AND VEHICLE REGISTRATION PROGRAM. NO

PERSONAL VEHICLES ARE ALLOWED WITHIN THE AOA.

42. CONSTRUCTION EQUIPMENT HEIGHT-THE MAXIMUM ALLOWABLE EQUIPMENT HEIGHT IS GOVERNED BY UFC 3-260-01 AND

IS TAKEN FROM THE 7 H TO 1 V TRANSITION ZONE BEYOND THE RUNWAY LATERAL CLEARANCE. DUE TO THE DISTANCE

TO THE RUNWAY THIS HEIGHT IS OVER 27'. FAA FORM 7460-1 MUST BE SUBMITTED WHEN EQUIPMENT IS EXPECTED TO

PENETRATE ANY OF THE SURFACES DESCRIBED IN APPENDIX B, SECTION 5, FAR PART 77.9.

43. CONTRACTOR'S VEHICLES SHALL BE IN GOOD WORKING ORDER.

44. ALL VEHICLES ENTERING THE AOA MUST BE MARKED WITH THE COMPANY LOGO. PERSONAL VEHICLES ARE NOT

ALLOWED IN THE AOA.

45. ALL VEHICLES ENTERING THE AOA MUST DISPLAY A FLIGHTLINE SECURITY ACCESS PASS IN THE WINDOW.

46. MAXIMUM VEHICLE SPEED WITHIN THE AOA IS 15 MPH.

47. CONTRACTOR'S DRIVERS SHALL HAVE MANDATORY FLIGHTLINE DRIVERS TRAINING PRIOR TO OPERATING ON THE AOA.

A MINIMUM OF 72 HRS NOTIFICATION TO OSS IS REQUIRED PRIOR TO SCHEDULING TRAINING.

48. NO TRACKED EQUIPMENT SHALL BE ALLOWED TO OPERATE ON EXISTING AIRFIELD PAVEMENTS THAT ARE SLATED TO

REMAIN.

49. NO BLADES OR BUCKETS SHALL BE ALLOWED TO CONTACT THE SURFACE OF EXISTING PAVEMENTS THAT ARE SLATED

TO REMAIN. ONLY POWER SWEEPERS SHALL BE ALLOWED TO REMOVE DEBRIS FROM THE SURFACE OF EXISTING

PAVEMENTS AND THIS SHALL BE KEPT TO A MINIMUM.

50. CONTRACTOR SHALL PROVIDE DEDICATED FOD CHECKPOINTS FOR CONSTRUCTION TRAFFIC CROSSING ACTIVE

TAXILANES. CONTRACTOR SHALL HAVE A MINIMUM OF ONE PERSON ON SITE DURING CONSTRUCTION ACTIVITIES TO

MONITOR AND SWEEP AREA WHERE CONSTRUCTION TRAFFIC CROSSED TAXILANE.

1. PAVEMENT DESIGNED IN ACCORDANCE WITH AIR FORCE MEDIUM LOAD TRAFFIC PER UFC 3-260-02.

2. LOCATION OF UNDERGROUND UTILITIES AS INDICATED ON THE PLANS HAVE BEEN OBTAINED FROM EXISTING RECORDS AND FIELD SURVEYS. THE GOVERNMENT DOES NOT ASSUME ANY RESPONSIBILITY WITH RESPECT TO THE ACCURACY, COMPLETENESS, OR

SUFFICIENCY OF THE INFORMATION. THERE IS NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE AND TYPE OF OF EXISTING UNDERGROUND UTILITIES INDICATED ARE REPRESENTATIVE OF THOSE TO BE ENCOUNTERED IN THE

CONSTRUCTION.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ACTUAL LOCATION OF ALL SUCH FACILITIES, INCLUDING SERVICE CONNECTIONS TO UNDERGROUND UTILITIES, PRIOR TO DIGGING. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING

OFFICER'S REPRESENTATIVE (COR) OF HIS OPERATIONAL PLANS. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR DETAILED INFORMATION AND ASSISTANCE IN LOCATING UTILITIES WITH BASE CIVIL ENGINEERING AND BASE COMMUNICATIONS. IN THE EVENT

AN UNEXPECTED UTILITY IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COR. ANY UTILITIES OR SERVICES DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED IMMEDIATELY AT THE

CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE COR.

4. THE CONTRACTOR SHALL COORDINATE ALL AIRFIELD CLOSURES WITH AIRFIELD MANAGEMENT THROUGH THE COR.

HANGAR 1

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N-2 N-4

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LEGEND

NOTES

1. GEOTECHNICAL INVESTIGATIONS PROVIDED BY

TERRACON CONSULTANTS, INC. SEE SPECIFICATIONS

FOR FULL GEOTECHNICAL ENGINEERING REPORT

2. SEE SHEETS B-102 AND B-103 FOR BORING LOGS

GRAPHIC SCALE

( IN FEET )

20 10 20 40 80

1 inch = 20 ft.

BORING LOCATION AND DESIGNATION

PCC SLAB REPLACEMENT BOUNDARY

B-102

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V-102 V-103

1370900.00 1371000.00 1371100.00 1371200.00 1371300.00 1371400.00 1371500.00 1371600.00 1371700.00 1371800.00 1371900.00 1372000.00 1372100.00 1372200.00

1371500.00 1371600.00 1371700.00 1371800.00 1371900.00 1372000.00 1372100.00 1372200.00 1372300.00 1372400.00 1372500.00 1372600.00 1372700.00

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1371400.00 1371500.00 1371600.00 1371700.00 1371800.00

1371900.00 1372000.00 1372100.00 1372200.00

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HANGAR 1

BUILDING 1A

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CD101

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REMOVE PCC PAVING (12-13.5" THICK).

REMOVE EXISTING BASE (17-24" THICK) AND

SUBGRADE MATERIAL THE DEPTH NECESSARY TO

INSTALL NEW PAVEMENT SECTION.

DEMOLITION LEGEND DEMOLITION NOTES

1. EXISTING FEATURES ARE BASED ON FIELD SURVEY

AND BASE MAPPING INFORMATION. CONTRACTOR

SHALL FIELD VERIFY EXISTING UTILITIES PRIOR TO ANY

DEMOLITION.

2. NOTIFY CONTRACTING OFFICER IMMEDIATELY OF ANY

DISCREPANCIES IN THE FIELD WHICH VARY FROM

WHAT IS INDICATED.

3. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO

EXISTING PCC PAVEMENT TO REMAIN. CONTRACTOR

SHALL CAREFULLY DOCUMENT ANY EXISTING DAMAGE

AND REPORT IT TO THE CONTRACTING OFFICER PRIOR

TO ANY DEMOLITION. ANY SLABS DAMAGED BY THE

CONTRACTOR SHALL BE REMOVED AND REPLACED

FROM JOINT LINE TO JOINT LINE.

4. JOINT LINES SHOW EXISTING CONCRETE PAVEMENT.

5. NO DEMOLITION WILL BE PERMITTED PRIOR TO

PAVEMENT MIX DESIGN APPROVAL.

6. SEE SHEET C-141 FOR COORDINATES OF DEMOLITION

BOUNDARIES.

7. ODD SHAPED PANELS AND PANELS WITH

PENETRATIONS SHOULD BE ASSUMED TO

HAVE REINFORCEMENT.

8. ALL CONCRETE AND OTHER MATERIALS TO BE

REMOVED SHALL BE HAULED OFF BASE AND DISPOSED

AT PERMITTED LANDFILL BY CONTRACTOR.

9. EXISTING BASE/SUBGRADE MATERIALS MAY BE USED

AS SATISFACTORY MATERIAL PROVIDED THEY MEET

SPECIFIED REQUIREMENTS IN SECTION 31 00 00.

EXISTING BASE/SUBGRADE MATERIALS SHALL NOT BE

USED AS AGGREGATE BASE, SEPARATION LAYER, AND

STABILIZED DRAINAGE LAYER MATERIAL.

10. THE ESTIMATED PAVEMENT THICKNESS OF 12-13.5

INCHES IS BASED ON RECORD DOCUMENTS. ACTUAL

THICKNESS MAY VARY AT SOME LOCATIONS.

CONTRACTOR SHOULD ANTICIPATE THAT REINFORCING

STEEL MAY BE PRESENT AT MULTIPLE LOCATIONS.

11. REMOVE EXISTING GROUNDING POINTS IN ALL PCC TO

BE REMOVED.

KEY NOTES

1. DOUBLE SAWCUT EXISTING PCC PAVING PER DETAIL 6,

C-504.

2. EXISTING UNDERGROUND ELECTRIC LINE. PROTECT IN

PLACE.

3. EXISTING WATER MAIN. LINE OWNED BY BASE AND

OPERATED BY AMERICAN WATER. PROTECT IN PLACE.

4. EXISTING ELECTRICAL GROUNDING POINT BOXES.

REPLACE IN KIND.

REMOVE PCC VALLEY GUTTER (THICKNESS UNKNOWN).

REMOVE EXISTING BASE (THICKNESS UNKNOWN)

AND/OR SUBGRADE MATERIAL THE DEPTH NECESSARY

TO INSTALL NEW VALLEY GUTTER.

REMOVE AC PAVING (THICKNESS UNKNOWN).

REMOVE EXISTING BASE (THICKNESS UNKNOWN)

AND/OR SUBGRADE MATERIAL THE DEPTH NECESSARY

TO INSTALL NEW PAVEMENT SECTION. SAWCUT AND

LEAVE CLEAN/STRAIGHT FACE AT EDGE.

GRAPHIC SCALE

( IN FEET )

20 10 20 40 80

1 inch = 20 ft.

REMOVE EXISTING STATIC GROUND

CIVIL ABBREVIATIONS

ABC -- AGGREGATE BASE COURSE

AC -- ASPHALT CONCRETE

ADJ -- ADJACENT

AFFF -- AQUEOUS FILM FORMING FOAM

AIP -- ABANDON IN PLACE

ALT -- ALTERNATE

APPROX -- APPROXIMATE

ASC -- AGGREGATE SURFACE COURSE

ASPH -- ASPHALT

ASTM -- AMERICAN SOCIETY FOR TESTING & MATERIALS

BC -- BACK OF CURB OR BEGINNING OF CURVE

BFP -- BACKFLOW PREVENTER

BITUM -- BITUMINOUS

BLDG -- BUILDING

BOR -- BUREAU OF RECLAMATION

BPRV -- BACKFLOW PREVENTER

BRG -- BEARING

BT -- BLACKTOP

BW -- BACK OF WALK

CC -- CLEAR COVER

C&G -- CURB & GUTTER

C&HW -- CHILLED & HOT WATER

CI -- CAST IRON

CJ -- CONSTRUCTION JOINT

CL -- CENTERLINE

CLR -- CLEARANCE

CMP -- CORRUGATED METAL PIPE

CMU -- CONCRETE MASONRY UNIT

CO -- CLEAN-OUT

COMM -- COMMUNICATIONS

COMP -- COMPACTION

CONC -- CONCRETE

CONST -- CONSTRUCTION

CONT -- CONTINUOUS

COORD -- COORDINATE

COR -- CONTRACTING OFFICER'S REPRESENTATIVE

CSG -- COMPACTED SUBGRADE

CTJ -- CONTRACTION JOINT

CU.FT. -- CUBIC FEET

CWB -- CAPILLARY WATER BARRIER

CWR -- CHILLED WATER RETURN

CWS -- CHILLED WATER SUPPLY

D -- DOWELED

DCV -- DOUBLE CHECK VALVE

DI -- DRAIN or DROP INLET

DIP -- DUCTILE IRON PIPE

DIA -- DIAMETER

DIM -- DIMENSION

E -- EAST or EASTING or ELECTRICAL

EJ -- EXPANSION JOINT

EOP or EP -- EDGE OF PAVEMENT

EOR -- EDGE OF ROAD

ELEC -- ELECTRICAL

ELEV or EL -- ELEVATION

EXIST or (E) -- EXISTING

EXP -- EXPANSION

FAC -- FACILITY

FD -- FLOOR DRAIN

FDC -- FIRE DEPARTMENT CONNECTION

FED -- FEDERAL

FES -- FLARED END SECTION

FF -- FINISH FLOOR

FG -- FINISH GRADE

FH -- FIRE HYDRANT

FL -- FLOW LINE

FM -- FORCE MAIN

FT -- FEET or FOOT

FW -- FIRE WATER

G -- GAS

GA -- GAGE

GALV -- GALVANIZED

GFGI -- GOVERNMENT FURNISHED & GOVERNMENT INSTALLED

GV -- GATE VALVE

H -- HORIZONTAL

HORIZ -- HORIZONTAL

HT -- HEIGHT

HWR -- HOT WATER RETURN

HWS -- HOT WATER SUPPLY

IAW -- IN ACCORDANCE WITH

ID -- INSIDE DIAMETER

IE -- INVERT ELEVATION

IN -- INCH

CIVIL ABBREVIATIONS

ABC -- AGGREGATE BASE COURSE

AC -- ASPHALT CONCRETE

ADJ -- ADJACENT

AFFF -- AQUEOUS FILM FORMING FOAM

AIP -- ABANDON IN PLACE

ALT -- ALTERNATE

APPROX -- APPROXIMATE

ASC -- AGGREGATE SURFACE COURSE

ASPH -- ASPHALT

ASTM -- AMERICAN SOCIETY FOR TESTING & MATERIALS

BC -- BACK OF CURB OR BEGINNING OF CURVE

BFP -- BACKFLOW PREVENTER

BITUM -- BITUMINOUS

BLDG -- BUILDING

BOR -- BUREAU OF RECLAMATION

BPRV -- BACKFLOW PREVENTER

BRG -- BEARING

BT -- BLACKTOP

BW -- BACK OF WALK

CC -- CLEAR COVER

C&G -- CURB & GUTTER

C&HW -- CHILLED & HOT WATER

CI -- CAST IRON

CJ -- CONSTRUCTION JOINT

CL -- CENTERLINE

CLR -- CLEARANCE

CMP -- CORRUGATED METAL PIPE

CMU -- CONCRETE MASONRY UNIT

CO -- CLEAN-OUT

COMM -- COMMUNICATIONS

COMP -- COMPACTION

CONC -- CONCRETE

CONST -- CONSTRUCTION

CONT -- CONTINUOUS

COORD -- COORDINATE

COR -- CONTRACTING OFFICER'S REPRESENTATIVE

CSG -- COMPACTED SUBGRADE

CTJ -- CONTRACTION JOINT

CU.FT. -- CUBIC FEET

CWB -- CAPILLARY WATER BARRIER

CWR -- CHILLED WATER RETURN

CWS -- CHILLED WATER SUPPLY

D -- DOWELED

DCV -- DOUBLE CHECK VALVE

DI -- DRAIN or DROP INLET

DIP -- DUCTILE IRON PIPE

DIA -- DIAMETER

DIM -- DIMENSION

E -- EAST or EASTING or ELECTRICAL

EJ -- EXPANSION JOINT

EOP or EP -- EDGE OF PAVEMENT

EOR -- EDGE OF ROAD

ELEC -- ELECTRICAL

ELEV or EL -- ELEVATION

EXIST or (E) -- EXISTING

EXP -- EXPANSION

FAC -- FACILITY

FD -- FLOOR DRAIN

FDC -- FIRE DEPARTMENT CONNECTION

FED -- FEDERAL

FES -- FLARED END SECTION

FF -- FINISH FLOOR

FG -- FINISH GRADE

FH -- FIRE HYDRANT

FL -- FLOW LINE

FM -- FORCE MAIN

FT -- FEET or FOOT

FW -- FIRE WATER

G -- GAS

GA -- GAGE

GALV -- GALVANIZED

GFGI -- GOVERNMENT FURNISHED & GOVERNMENT INSTALLED

GV -- GATE VALVE

H -- HORIZONTAL

HORIZ -- HORIZONTAL

HT -- HEIGHT

HWR -- HOT WATER RETURN

HWS -- HOT WATER SUPPLY

IAW -- IN ACCORDANCE WITH

ID -- INSIDE DIAMETER

IE -- INVERT ELEVATION

IN -- INCH

INDUSTRIAL WASTE

SURVEY CONTROL POINT

TREE

CHAIN LINK FENCE

SWALE OR DITCH

FINISH GRADE SPOT ELEVATION

CONTOUR LINE

DRAIN INLET or DROP INLET

COMMUNICATIONS

GAS VALVE

GAS LINE

FORCE MAIN (SEWER)

STORM DRAIN LINE

RAILROAD TRACK

BARBED WIRE FENCE

BENCH MARK

ELECTRICAL LINE

DIRECTION OF FLOW

POWER POLE W/GUY

POWER LINE

MANHOLE W/ SLOTTED INLET

INLET OR CATCH BASIN

PUMP STATION or LIFT STATION

PRESSURE REDUCER-BACKFLOW

SANITARY SEWER LINE

CLEANOUT

CHILLED & HOT WATER

CONCRETE CURB & GUTTER

TAPPING SLEEVE AND VALVE

GATE VALVE

FIRE WATER

WATER LINE

ASPHALT CONCRETE PVMT.

NON-AIRFIELD PCC. PVMT.

AIRFIELD PCC PAVEMENT

SIDEWALK

TO BE REMOVED

CIVIL LEGEND

EXISTING NEW

MANHOLE

BACKFLOW PREVENTER

PREVENTER ASSEMBLY

W/ INDICATOR POST

FIRE HYDRANT

BUILDING

DETAIL NUMBER

SHEET # WHERE DETAIL IS

DRAWN

DETAIL ID

FIBER OPTICS/COMM. LINE

SEE DEMOLITION SHEET

C-XXX

INDUSTRIAL WASTE

SURVEY CONTROL POINT

TREE

CHAIN LINK FENCE

SWALE OR DITCH

FINISH GRADE SPOT ELEVATION

CONTOUR LINE

DRAIN INLET or DROP INLET

COMMUNICATIONS

GAS VALVE

GAS LINE

FORCE MAIN (SEWER)

STORM DRAIN LINE

RAILROAD TRACK

BARBED WIRE FENCE

BENCH MARK

ELECTRICAL LINE

DIRECTION OF FLOW

POWER POLE W/GUY

POWER LINE

MANHOLE W/ SLOTTED INLET

INLET OR CATCH BASIN

PUMP STATION or LIFT STATION

PRESSURE REDUCER-BACKFLOW

SANITARY SEWER LINE

CLEANOUT

CHILLED & HOT WATER

CONCRETE CURB & GUTTER

TAPPING SLEEVE AND VALVE

GATE VALVE

FIRE WATER

WATER LINE

ASPHALT CONCRETE PVMT.

NON-AIRFIELD PCC. PVMT.

AIRFIELD PCC PAVEMENT

SIDEWALK

TO BE REMOVED

CIVIL LEGEND

EXISTING NEW

MANHOLE

BACKFLOW PREVENTER

PREVENTER ASSEMBLY

W/ INDICATOR POST

FIRE HYDRANT

BUILDING

DETAIL NUMBER

SHEET # WHERE DETAIL IS

DRAWN

DETAIL ID

NOTE:

THE CIVIL LEGEND AND ABBREVIATIONS SHOWN ON

THIS SHEET ARE TYPICAL AND FOR INFORMATION

ONLY. SOME ARE NOT APPLICABLE TO THE PROJECT

DRAWINGS.

FIBER OPTICS/COMM. LINE

SEE DEMOLITION SHEET

C-XXX

COCO

IE -- INVERT ELEVATION

IN -- INCH

INV -- INVERT ELEVATION

IW -- INDUSTRIAL WASTE

JT -- JOINT

Kg -- KILOGRAM

KJ -- KEYED JOINT

kPa -- KILOPASCAL

L -- LENGTH or LEFT

LB -- POUNDS

LG -- LIP OF GUTTER

LF -- LINEAR FEET

m -- METER

MAX -- MAXIMUM

MECH -- MECHANICAL

MFR -- MANUFACTURER

MH -- MANHOLE

MIN -- MINIMUM

mm -- MILLIMETER

N -- NEWTON or NORTH or NORTHING

NIC -- NOT IN CONTRACT

NO. -- NUMBER

NPW -- NON-POTABE WATER

NTS -- NOT TO SCALE

NTC -- NATIONAL TRAINING CENTER

OC -- ON CENTER

OCEW -- ON CENTER EACH WAY

OD -- OUTSIDE DIAMETER

OHP -- OVERHEAD POWER

OS&Y -- OUTSIDE STEM & YOKE

P -- POWER LINE

POC -- POINT OF CONNECTION

PCC -- PORTLAND CEMENT CONCRETE

PFJ -- PERFORATED FELT JOINT

PI -- POINT OF INTERSECTION

PIV -- POST INDICATOR VALVE

POV -- PRIVATELY OWNED VEHICLE

PP -- POWER POLE

PP -- PLASTIC PIPE

PPP -- PERFORATED PLASTIC PIPE

PRV -- PRESSURE REDUCING VALVE

PSI -- POUNDS PER SQ.IN.

PT -- POINT

PVC -- POLYVINYL CHLORIDE

PVMT -- PAVEMENT

R -- RADIUS or RIGHT

RD -- ROAD

REF -- REFERENCE

REINF -- REINFORCED

REQ'D -- REQUIRED

RR -- RAILROAD

RWD -- REDWOOD

S -- SLOPE or SOUTH

S&R -- SUPPLY & RETURN

SS OR S/S -- SANITARY SEWER

S4S -- SURFACE 4 SIDES

SD -- STORM DRAIN

SEC -- SECTION

SEJ -- SPECIAL EXPANSION JOINT

SHT -- SHEET

SJ -- SLIP JO INT

SL -- SLOPE

SMS -- SELECT MATERIAL SUBBASE

SPA -- SPACES

SPECS -- SPECIFICATIONS

SQ.FT. -- SQUARE FEET

SS -- SANITARY SEWER

SSMH -- SANITARY SEWER MANHOLE

ST -- STREET

STA -- STATION

STD -- STANDARD

SW -- SIDEWALK or SOUTHWEST

SYM -- SYMMETRICAL

IE -- INVERT ELEVATION

IN -- INCH

INV -- INVERT ELEVATION

IW -- INDUSTRIAL WASTE

JT -- JOINT

Kg -- KILOGRAM

KJ -- KEYED JOINT

kPa -- KILOPASCAL

L -- LENGTH or LEFT

LB -- POUNDS

LG -- LIP OF GUTTER

LF -- LINEAR FEET

m -- METER

MAX -- MAXIMUM

MECH -- MECHANICAL

MFR -- MANUFACTURER

MH -- MANHOLE

MIN -- MINIMUM

mm -- MILLIMETER

N -- NEWTON or NORTH or NORTHING

NIC -- NOT IN CONTRACT

NO. -- NUMBER

NPW -- NON-POTABE WATER

NTS -- NOT TO SCALE

NTC -- NATIONAL TRAINING CENTER

OC -- ON CENTER

OCEW -- ON CENTER EACH WAY

OD -- OUTSIDE DIAMETER

OHP -- OVERHEAD POWER

OS&Y -- OUTSIDE STEM & YOKE

P -- POWER LINE

POC -- POINT OF CONNECTION

PCC -- PORTLAND CEMENT CONCRETE

PFJ -- PERFORATED FELT JOINT

PI -- POINT OF INTERSECTION

PIV -- POST INDICATOR VALVE

POV -- PRIVATELY OWNED VEHICLE

PP -- POWER POLE

PP -- PLASTIC PIPE

PPP -- PERFORATED PLASTIC PIPE

PRV -- PRESSURE REDUCING VALVE

PSI -- POUNDS PER SQ.IN.

PT -- POINT

PVC -- POLYVINYL CHLORIDE

PVMT -- PAVEMENT

R -- RADIUS or RIGHT

RD -- ROAD

REF -- REFERENCE

REINF -- REINFORCED

REQ'D -- REQUIRED

RR -- RAILROAD

RWD -- REDWOOD

S -- SLOPE or SOUTH

S&R -- SUPPLY & RETURN

SS OR S/S -- SANITARY SEWER

S4S -- SURFACE 4 SIDES

SD -- STORM DRAIN

SEC -- SECTION

SEJ -- SPECIAL EXPANSION JOINT

SHT -- SHEET

SJ -- SLIP JO INT

SL -- SLOPE

SMS -- SELECT MATERIAL SUBBASE

SPA -- SPACES

SPECS -- SPECIFICATIONS

SQ.FT. -- SQUARE FEET

SS -- SANITARY SEWER

SSMH -- SANITARY SEWER MANHOLE

ST -- STREET

STA -- STATION

STD -- STANDARD

SW -- SIDEWALK or SOUTHWEST

SYM -- SYMMETRICAL

T -- TELEPHONE

TAN -- TANGENT

TC -- TOP OF CURB

TE -- THICKENED EDGE JOINT

TEB -- THICKENED EDGE AT BLDG.

TP -- TOP OF PAVEMENT

TR -- TOP OF RETAINING WALL

TRANS -- TRANSFORMER

TS -- TOP OF SAND

TW -- TOP OF WALL

TYP -- TYPICAL

U.O.N -- UNLESS OTHERWISE NOTED

UG -- UNDERGROUND

V -- VERTICAL

VCP -- VITRIFIED CLAY PIPE

VERT -- VERTICAL

W -- WATER, WEST or WIDTH

W/ -- WITH

W/O -- WITHOUT

& -- AND

@ -- AT

Ø -- DIAMETER

# -- NUMBER

T -- TELEPHONE

TAN -- TANGENT

TC -- TOP OF CURB

TE -- THICKENED EDGE JOINT

TEB -- THICKENED EDGE AT BLDG.

TP -- TOP OF PAVEMENT

TR -- TOP OF RETAINING WALL

TRANS -- TRANSFORMER

TS -- TOP OF SAND

TW -- TOP OF WALL

TYP -- TYPICAL

U.O.N -- UNLESS OTHERWISE NOTED

UG -- UNDERGROUND

V -- VERTICAL

VCP -- VITRIFIED CLAY PIPE

VERT -- VERTICAL

W -- WATER, WEST or WIDTH

W/ -- WITH

W/O -- WITHOUT

& -- AND

@ -- AT

Ø -- DIAMETER

# -- NUMBER

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A-10 Thunderbolt II

LOW PROFILE BARRIER

CONSTRUCTION AREA

EQUIPMENT STAGING AREA

HANGAR 1

HANGAR 204

BUILDING 1A

CONTRACTOR ACCESS

54'

C-501

C-121

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GRAPHIC SCALE

( IN FEET )

40 20 40 80 160

1 inch = 40 ft.

PHASING NOTES

1. WORK IN PHASE ONE INCLUDES, BUT IS NOT LIMITED TO, EXISTING PAVEMENT DEMOLITION AND PCC

PAVEMENT INSTALLATION IN THE THREE EASTERN MOST ROWS, AS WELL AS THE SUBSURFACE

DRAINAGE PIPES AND STRUCTURES.

2. AIRCRAFT HANGARS 1 AND 204 SHALL BE REMAIN ACCESSIBLE TO AIRCRAFT TRAFFIC DURING ALL

PHASES.

3. THE PROJECT IS LOCATED WITHIN A RESTRICTED/CONTROLLED AREA AND THEREFORE CONSTRUCTION

ACTIVITIES (INCLUDING DEMOLITION) CANNOT START UNTIL A FREE ZONE (FZ) APPLICATION IS APPROVED

BY THE USER/CUSTOMER AND THE 75TH OSS/RESTRICTED AREA. PLEASE SEE AIRFIELD SAFETY SPEC

SECTION FOR THIS SUBMITTAL REQUIREMENT.

4. FREE ZONE AREA TO BE ESTABLISHED BY THE CONTRACTOR AFTER LIMITS OF FREE ZONE AREA IS

COORDINATED AND APPROVED BY THE CONTRACTING OFFICER INCLUDING INPUTS FROM AIRFIELD

MANAGEMENT AND SECURITY FORCES. THE CONTRACTOR SHALL COMPLY WITH ALL IDENTIFICATION

BADGING, VEHICLE PASSES, ESCORTS, FLIGHT LINE DRIVER TRAINING, COMPANY LOGO VEHICLES, ETC

AS REQUIRED WHEN TRAVELING THROUGH THE AIRFIELD ENVIRONMENT TO AND FROM THE FREE ZONE

AREA. THE CONTRACTOR VEHICLES AND PERSONNEL MAY MOVE FREELY WITHIN THE FREE ZONE AREA

ONCE THEY HAVE ARRIVED.

5. ALL WORK SHALL BE PHASED TO MINIMIZE IMPACT TO THE APRON. WORK SHALL BE SCHEDULED AND

COORDINATED WITH THE CONTRACTING OFFICER/AIRFIELD MANAGER PRIOR TO APPROVAL OF

CONTRACTOR'S SCHEDULE. WORK TO BE DONE IN THIS AREA SHALL BE CLEARLY IDENTIFIED IN THE

CONTRACTOR'S SCHEDULE.

6. GATE AT THE CONTRACTOR ACCESS SHALL REMAIN OPEN DURING CONSTRUCTION. CONTRACTOR

SHALL PROVIDE PERSONNEL TO PROVIDE TRAFFIC SAFETY, MAINTAIN FOD CHECKPOINT AND RESTRICT

ACCESS TO SITE TO AUTHORIZED PERSONNEL.

7. ALL AIRCRAFT OPERATING ADJACENT TO WORKING AREAS WILL BE TOWED AND NOT UNDER POWER.

8. CONTRACTOR WILL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING ROAD WAY AND

AIRFIELD PAVEMENT CAUSED BY CONSTRUCTION TRAFFIC.

9. CONTRACTOR TO SWEEP UP ANY FOD OUTSIDE FREE ZONE GENERATED FROM THE PROJECT.

10. EQUIPMENT STAGING AREA SHOWN ON THIS SHEET IS APPROXIMATE. ACTUAL LOCATION SHALL BE

COORDINATED WITH CONTRACTING OFFICER OR PROJECT MANAGER. SEE SHEET G-101 FOR LOCATION

OF CONTRACTOR TRAILER AND MATERIALS STAGING AREA.

11. THE ANTICIPATED AIRCRAFT REQUIRING ACCESS TO APRON AND HANGAR 1 DURING CONSTRUCTION IS

THE A-10. AIRCRAFT SHALL ENTER HANGAR 1 THROUGH NORTH SIDE OF HANGAR 1 DOOR AND WILL NOT

ENTER INTO CONSTRUCTION AREA.

12. THE ANTICIPATED AIRCRAFT REQUIRING ACCESS TO APRON AND HANGAR 204 DURING CONSTRUCTION IS

THE C-130. CONTRACTOR SHALL REMOVE AND REPLACE BARRICADES WHEN AIRCRAFT REQUIRE ACCESS

TO THE HANGARS/APRON. CONTRACTOR SHALL PROVIDE VERTICAL AND HORIZONTAL CLEARANCE OF

ALL EQUIPMENT AND MATERIALS WITHIN AIRCRAFT TOW PATH DURING ALL AIRCRAFT TOWS. ALL C-130

AIRCRAFT WILL BE BACKED INTO HANGARS.

13. C-130 AIRCRAFT ARE ANTICIPATED TO ARRIVE EVERY 175 CALENDAR DAYS. ANTICIPATED SCHEDULE OF

ARRIVALS AND DEPARTURES IS SEPTEMBER/OCTOBER 2021, MARCH/APRIL 2022, AND

SEPTEMBER/OCTOBER 2022. EXACT SCHEDULES SHALL BE CONFIRMED WITH THE CONTRACTING

OFFICER PRIOR TO COMMENCING CONCRETE WORK. CONTRACTOR SHALL BE PROVIDED WITH A MINIMUM

OF 30 DAYS PRIOR NOTICE OF AIRCRAFT ENTERING CONSTRUCTION AREAS.

14. AIRCRAFT TRAFFIC SHALL NOT BE ALLOWED ON THE NEW CONCRETE PAVEMENT BEFORE THE

REQUIREMENTS UNDER PARAGRAPH "PAVEMENT PROTECTION" IN SPECIFICATION SECTION 32 13 11 ARE

MET AND THE CONCRETE HAS CURED FOR 28 DAYS.

15. PRIOR TO OPENING ANY RUNWAY, TAXIWAY, OR TOWWAY PAVEMENTS AT THE END OF A PHASE, THE

CONTRACTOR SHALL REMOVE ALL LOOSE MATERIALS AND FOREIGN OBJECT DEBRIS (FOD) FROM THE

PAVEMENT SURFACES. ONCE THE PAVEMENTS AREA IS APPROVED BY AIRFIELD MANAGEMENT FOR

AIRCRAFT OPERATIONS, THE CONTRACTOR SHALL REMOVE THE BARRICADES.

16. THE HILL AFB AIR SHOW WILL BE FROM JUNE 24-26, 2022. THE CONTRACTOR SHALL CLEAR THE SITE BY

MONDAY JUNE 20, 2022 AND WILL RESUME CONSTRUCTION ON MONDAY, JUNE 27 2022. ANY

CONSTRUCTION BARRIERS/FENCE, EQUIPMENT, FOD, MATERIAL, ETC. SHALL BE REMOVED TO PROVIDE

ACCESS TO THE APRON. THE APRON SHALL HAVE A HARD PAVED SURFACE AND NO OPEN TRENCHES.

17. IN THE EVENT THAT NEW CONCRETE PAVEMENTS HAVE NOT BEEN COMPLETED WHEN A C-130 AIRCRAFT

IS TO BE TOWED IN OR OUT OF HANGAR 204, A TEMPORARY UNPAVED ACCESS ROAD AND RAMPS INTO

AND OUT OF THE EXCAVATION WILL NEED TO BE CONSTRUCTED. THE SURFACE OF THE RAMP MUST BE

A MINIMUM OF 25' WIDE.

PHASING PLAN LEGEND

PAVEMENT REPLACEMENT AREA

CONTRACTOR STAGING AREA

LOW PROFILE BARRIERS

GEOTECHNICAL NOTES

DESIGN AND CONSTRUCTION OF TEMPORARY UNPAVED AIRCRAFT-TOWING ACCESS ROAD AND RAMP:

1. SUBMIT DRAWINGS AND CALCULATIONS, CERTIFIED BY A UTAH LICENSED PROFESSIONAL ENGINEER WITH 3

YEARS OF RELEVANT GEOTECHNICAL EXPERIENCE IN AIRFIELD DESIGN AND THE UTAH GREAT SALT LAKE

REGION, DESCRIBING THE METHODS FOR THE TEMPORARY UNPAVED ACCESS ROAD AND RAMP SYSTEM.

DRAWINGS MUST INCLUDE MATERIAL SIZES AND TYPES AND THE SEQUENCE AND METHOD OF INSTALLATION

AND REMOVAL. CALCULATIONS MUST INCLUDE DATA AND REFERENCES USED.

2. SUBSURFACE INFORMATION INCLUDING BORING LOGS AND LABORATORY TEST RESULTS ARE INCLUDED IN THE

SPECIFICATION SECTION 31 00 00 AS PART OF THE CONSTRUCTION DOCUMENTS. THE SPECIFICATIONS OF

THE C-130J AND C-130J-30 HERCULES AIRCRAFT ARE AVAILABLE UPON REQUEST. CONTRACTOR MUST SUBMIT

THE TEMPORARY UNPAVED ACCESS ROAD AND RAMP DESIGN, INCLUDING MATERIAL GRADATION, AND

SUBGRADE CBR TEST RESULTS IN ACCORDANCE WITH SPECIFICATION SECTION 01 33 00 - SUBMITTAL

PROCEDURES, A MINIMUM OF 30 DAYS PRIOR TO STARTING WORK.

a. THE UNPAVED AIRCRAFT TOWING ROAD MUST BE DESIGNED USING THE LATEST VERSION OF THE

PAVEMENT-TRANSPORTATION COMPUTER ASSISTED STRUCTURAL ENGINEERING (PCASE) SOFTWARE

AVAILABLE FROM THE TRI-SERVICE TRANSPORTATION WEBSITE AS SHOWN BELOW:

HTTPS://TRANSPORTATION.ERDC.DREN.MIL/PCASE/SOFTWARE.ASPX

b. THE SLOPE OF THE RAMP MUST NOT BE STEEPER THAN 1 VERTICAL TO 15 HORIZONTAL RATIO IN THE

DIRECTION OF AIRCRAFT TRAVEL. THE DESIGN MUST DEMONSTRATE THAT ALL PARTS OF THE AIRCRAFT

(NOSE, TAIL, AND WINGS) ARE CLEAR FROM THE GROUND AND THE HANGAR STRUCTURE DURING THE TOWING

OPERATION.

c. THE DESIGN MUST ALSO INCLUDE SLOPE STABILITY ANALYSES TO ENSURE THE RAMP CAN PROVIDE STABILITY

AGAINST FAILURE DURING THE TOWING OPERATION.

d. TEMPORARY ROAD AND RAMP MUST BE CONSTRUCTED USING THE SAME TYPE OF AGGREGATE BASE COURSE

MATERIAL AS SHOWN IN PARAGRAPHS UNDER “PART 2 – PRODUCTS” OF THE SPECIFICATION SECTION 32 11 23

COMPACTED TO AT LEAST 95% OF THE LABORATORY MAXIMUM DENSITY.

3. THE THICKNESS OF THE BASE COURSE SPECIFIED IN THE DESIGN OF THE ACCESS ROAD AND RAMPS MUST BE

NO LESS THAN 6". PRIOR TO TRAFFICKING THE RAMPS, THE CONTRACTOR MUST PROOF LOAD, WITH A FULL

WATER TRUCK OR LOADED DUMP TRUCK, THE RAMPS TO ID ANY UNSTABLE AREAS. IF UNSTABLE AREAS EXIST

THE BASE WILL PROVIDE AND PLACE AM-2 MAT OVER THE AREAS TO ALLOW FOR TRANSIT OF AIRCRAFT AND

TOW VEHICLES. THE BASE IS RESPONSIBLE FOR TOWING THE AIRCRAFT AND REMOVING THE AM-2 IF USED.

A-10 Thunderbolt II

TUG GT35

Tow-bar13.3ft

C J

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CONSTRUCTION AREA

EQUIPMENT STAGING AREA

HANGAR 1

BUILDING 1A

CONTRACTOR ACCESS

LOW PROFILE BARRIER

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C-501

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PAVEMENT REPLACEMENT AREA

CONTRACTOR STAGING AREA

LOW PROFILE BARRIERS

PHASING NOTES

1. WORK IN PHASE TWO INCLUDES, BUT IS NOT LIMITED TO, EXISTING PAVEMENT DEMOLITION AND PCC

PAVEMENT INSTALLATION IN THE REMAINING WESTERN ROWS, PLACEMENT OF PAVEMENT MARKINGS, DEMOLITION AND CONSTRUCTION OF CONCRETE VALLEY GUTTER AND ASPHALT PAVEMENTS .