W912QR22R0020_Plans-0002.pdf

RUNWAY 05-23

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CIVILIAN

AIRCRAFT

APRON

MASS

PARKING

APRON

(MPA)

BASE BID

25 'RUNWAY SHOULDERS, ASSOCIATED

TAXIWAY SHOULDERS, AND

TAXIWAY A & D THROATS

SEE SHEETS GC101-GC102 FOR

PHASING INFORMATION

BASE BID

200' WIDE RUNWAY

(EXCL. PCC SECTIONS)

SEE SHEETS GC101-GC102

FOR PHASING INFORMATION

BASE BID

RUNWAY OVERRUNS

SEE SHEETS GC101-GC102

FOR PHASING INFORMATION

BASE BID

RUNWAY OVERRUNS

SEE SHEETS GC101-GC102

FOR PHASING INFORMATION

BID OPTION #1

TAXIWAY G/MPA

SEE SHEET GC103 FOR

PHASING INFORMATION

PCC PAVEMENT

SECTIONS TO REMAIN

CONTRACTOR'S HAUL ROUTE (TYP.)

SEE NOTE 12 AND SHEETS

GC101-GC105 FOR WORK/BID

OPTION-SPECIFIC AIRFIELD ACCESS,

HAUL ROUTES, AND SIGNAGE

TRANSIENT

APRON

~2 AC SITE CONTRACTOR

STAGING AREA

BID OPTION #1

TAXIWAY G/MPA

SEE SHEET GC104 FOR

PHASING INFORMATION

BID OPTION #1

TAXIWAY C THROAT (NORTH)

SEE SHEET GC105 FOR

PHASING INFORMATION

PCC PAVEMENT

SECTION TO REMAIN

BASE BID

25 'RUNWAY SHOULDERS, ASSOCIATED

TAXIWAY SHOULDERS, AND

TAXIWAY A & D THROATS

SEE SHEETS GC101-GC102 FOR

PHASING INFORMATION

BASE BID

TAXIWAY C THROAT (SOUTH)

SEE SHEETS GC101-GC102

FOR PHASING INFORMATION

AIRFIELD

ACCESS GATE

AVAILABLE OPTIONAL ON-SITE

BATCH PLANT SITE #2

~5 AC SITE. LIMITS OF ON-BASE

LOCATION TO BE CONFIRMED BY

BASE REPRESENTATIVE.

AVAILABLE OPTIONAL ON-SITE

BATCH PLANT SITE #1

~2.5 AC SITE. LIMITS OF ON-BASE

LOCATION TO BE CONFIRMED BY

BASE REPRESENTATIVE.

BASE ENTRANCE

SECURITY CHECKPOINT

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US Army Corps of Engineers

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GI111

GENERAL PLAN NOTES:

1. SEE WORK SUMMARY, THIS SHEET, FOR BASE BID AND CIVIL WORKS BID OPTION OVERVIEW.

2. SCHEDULE MANPOWER AND EQUIPMENT AS REQUIRED TO COMPLETE ALL SCHEDULED WORK WITHIN THE SPECIFIED TIME

FRAMES. SEE TIME FRAMES ON PHASING PLANS.

3. MAINTAIN COMMUNICATION AND PROJECT COORDINATION WITH THE CONTRACTING OFFICER'S REPRESENTATIVE AND BASE

OPERATIONS AT ALL TIMES.

4. AIRCRAFT OPERATING AREAS (AOA) SHALL REMAIN ACTIVE THROUGHOUT THE PROJECT EXCEPT DURING THE CLOSURE

PERIOD. PLACE LIGHTED LOW PROFILE BARRICADES AND/OR CHANNELIZER CONES AT THE LOCATIONS SHOWN ON THE

PHASING PLANS AND/OR AS DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE AND BASE OPERATIONS. LOW

PROFILE BARRICADES SHALL BE UTILIZED ADJACENT TO ALL AREAS WHERE AIRCRAFT ARE OPERATING.

5. NOTAMS SHALL BE ISSUED BY THE GOVERNMENT AFTER COORDINATING WITH THE CONTRACTING OFFICER'S

REPRESENTATIVE AND BASE OPERATIONS. NOTICE TO AIRMEN (NOTAMS) SHALL BE ISSUED FOR RUNWAY CLOSURES AND

REOPENING. COORDINATE, IN WRITING, SCHEDULED RUNWAY CLOSURES AND REOPENINGS A MINIMUM OF 72 HOURS IN

ADVANCE UNLESS OTHERWISE SPECIFIED.

6. REFER TO "ARTICLE II - GENERAL AND SPECIAL PROVISIONS" OF THE CONTRACT DOCUMENTS FOR ADDITIONAL SAFETY

CONSIDERATIONS.

7. THE LOCATION OF THE CONTRACTOR'S FIELD OFFICE AND STAGING AREA FOR STORING MATERIALS AND PARKING

CONSTRUCTION EQUIPMENT WILL BE PROVIDED BY THE BASE. THE BASE WILL INDICATE LOCATION OF WATER AND

ELECTRICITY SOURCES. THE CONTRACTOR SHALL COORDINATE THE UTILITY CONNECTIONS WITH THE PUBLIC UTILITY

COMPANIES. ALL COSTS ASSOCIATED WITH THE UTILITY CONNECTIONS AND MODIFICATIONS WILL BE BORNE BY THE

CONTRACTOR (SEE SPEC 00 80 00.00 06, PARA 1.10.A). THE ACTUAL SIZE OF THE STAGING AREA SHALL BE APPROVED BY BASE

OPERATIONS AND THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO COMMENCING WITH CONSTRUCTION. CLEARLY

MARK THE ACCESS ROUTES TO PREVENT CONSTRUCTION EQUIPMENT AND VEHICLES FROM ENTERING ACTIVE AIRFIELD

OPERATIONS AREAS. RESTORE THE STORAGE AREAS AND ACCESS ROUTES TO THEIR ORIGINAL OR IMPROVED CONDITION AS

WELL AS ROADS AT NO ADDITIONAL COST TO THE GOVERNMENT.

8. PROVIDE SUFFICIENT EROSION AND SILTATION CONTROL DEVICES TO ENSURE THAT NO SILT OR OTHER CONSTRUCTION

MATERIALS ARE DEPOSITED BEYOND THE PROJECT LIMITS. ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE IN

PLACE AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO THE COMMENCEMENT OF EARTHWORK. .

9. LEGALLY DISPOSE OF ALL DEBRIS AND UNSATISFACTORY MATERIALS OFF GOVERNMENT PROPERTY IN ACCORDANCE WITH

FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS.

10. VEHICLES AND EQUIPMENT SHALL AT ALL TIMES GIVE WAY TO AIRCRAFT OPERATIONS, SUPPORT VEHICLES, AND EMERGENCY

VEHICLES. CONTRACTOR VEHICLES/EQUIPMENT SHALL NOT ENTER ANY RUNWAY, TAXIWAY OR APRON IN THE AIR

OPERATIONS AREA (AOA) AT ANY TIME, WITHOUT PRIOR AUTHORIZATION FROM BASE OPERATIONS AND/OR THE

CONTRACTING OFFICER'S REPRESENTATIVE.

11. AT A MINIMUM, AT THE COMPLETION OF WORK EACH DAY, INSPECT THE WORK AREA AND VERIFY THAT ALL CONES, BARRICADES, AND LIGHTS ARE IN PLACE AND IN WORKING ORDER. CONTRACTOR SHALL CHECK IN BEFORE AND AFTER DAILY

WORK WITH AIRFIELD MANAGEMENT AND SECURITY FORCES.

12. HAUL ROUTES SHALL BE SUBMITTED AND APPROVED BY THE BASE PRIOR TO CONSTRUCTION. HAUL ROUTES SHOWN MAY BE

CHANGED AT BASE DIRECTION DUE TO MISSION REQUIREMENTS.

13. THOROUGHLY CLEAN VEHICLE TIRES PRIOR TO THE VEHICLES ENTERING THE AIRFIELD AND PRIOR TO LEAVING THE WORK

AREA. AT THE END OF EACH SHIFT, WITH THE CONTRACTING OFFICER'S REPRESENTATIVE, INSPECT THE ADJACENT

ROADWAYS, AS WELL AS PAVED HAUL ROUTES USED BY THE CONTRACTOR WITHIN AIRPORT PROPERTY, AND CLEAN DAILY.

14. DOCUMENT THE CONDITIONS OF ANY PROPOSED HAUL ROUTES AND STORAGE AREAS ON AIRPORT PROPERTY PRIOR TO THE

START OF CONSTRUCTION WITH CONCURRENCE FROM BASE OPERATIONS AND THE CONTRACTING OFFICER. PHOTOS/VIDEOS

ARE NOT PERMITTED ON THE AIRFIELD. HAUL ROADS AND STORAGE AREAS DAMAGED BY THE CONTRACTOR'S EQUIPMENT

SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION BEFORE THE CONTRACT WILL BE CONSIDERED COMPLETE. ALL COSTS

FOR RESTORATION OF HAUL ROADS AND STORAGE AREAS SHALL BE AT NO ADDITIONAL COST TO THE GOVERNMENT .

15. HAUL ROUTES SHALL BE CLEANED DAILY WITH THE USE OF A SWEEPER TRUCK. CURBS, SIDEWALKS, AND GRASS SURFACES

THAT HAVE BEEN DAMAGED DUE TO HAULING TRAFFIC SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST

TO THE GOVERNMENT.

16. AT THE COMPLETION OF THE CONTRACT, ALL CONTRACTOR'S AND SUBCONTRACTOR'S FACILITIES SHALL BE REMOVED

PROMPTLY AND THE AREA LEFT CLEAN AND FREE OF ALL DEBRIS OR SURPLUS MATERIAL. ANY DISTURBED AREAS WITHIN THE

SITE (INCLUDING ALL AREAS ADJACENT TO AND WITHIN WORK AREAS, HAUL ROUTES, STAGING AREAS, AFFECTED DRAINAGE

SWALES & UTILITIES, AND DISTURBED AREAS CAUSED BY THE REMOVAL OF EROSION CONTROL MEASURES) SHALL BE

RESTORED TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL EXPENSE TO THE GOVERNMENT. FAILURE TO DO SO MAY

RESULT IN A DELAY OF PARTIAL/FINAL PAYMENT APPROVAL UNTIL AREA IS RESTORED. ALL COSTS ASSOCIATED WITH SITE

RESTORATION SHALL BE CONSIDERED INCIDENTAL TO THE VARIOUS PROJECT ITEMS. EROSION CONTROLS SHALL REMAIN IN

PLACE UNTIL GRASS IS ESTABLISHED.

17. THE CONTRACTOR MAY UTILIZE ONLY (1) OF THE (2) AVAILABLE LOCATIONS FOR AN ON-SITE PROJECT-SPECIFIC BATCH PLANT, AS INDICATED ABOVE. THE CONTRACTOR MAY ALSO ELECT TO UTILIZE SOME OFF-BASE ALTERNATE SITE THAT IS NO MORE

THAN 15 MINUTES OF HAUL TIME FROM THE PLACING SITE. ONCE SELECTED, THE BATCH PLANT LOCATION SHALL NOT BE

MOVED DURING THE LIFE OF THE PROJECT.

18. CONTRACTOR SHALL DOCUMENT EXISTING SITE CONDITIONS PRIOR TO MOBILIZATION OF BATCH PLANT(S). SITE SHALL BE

RESTORED TO PRE-USE CONDITION AFTER DEMOBILIZATION OF BATCH PLANT(S).

19. TEMPORARY HAUL ROADS AND STAGING AREAS SHALL BE CONSTRUCTED BY THE CONTRACTOR TO SUPPORT ACCESS TO

AND FROM THE WORKSITE AN OFF-SITE BATCH PLANT, IF USED, AND ASSOCIATED STOCKPILE AREAS AT NO ADDITIONAL COST

TO THE GOVERNMENT. A TEMPORARY SECURITY ACCESS GATE SHALL BE INSTALLED BY THE CONTRACTOR TO GAIN ACCESS

TO THE ACTIVE AIRFIELD AT NO ADDITIONAL COST TO THE GOVERNMENT. THE REQUIREMENTS OF THE ACCESS GATE SHALL

BE COORDINATED WITH THE CONTRACTING OFFICER AND BASE SECURITY FORCES FOR APPROVAL. THE ACCESS GATE SHALL

REMAIN CLOSED AND LOCKED DURING ALL NON-WORK HOURS.

20. CONTRACTOR SHALL PROVIDE A SOILS TEST REPORTS FROM AN ACCREDITED ENVIRONMENTAL ENGINEERING FIRM BEFORE

MOBILIZATION AND AFTER DEMOBILZATION THAT CERTIFIES NO CONTAMINATION HAS BEEN DEPOSITED ON THE SITE. ANY

CONTAMINATION FOUND SHALL BE REMEDIATED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

SCALE IN FEET

650 0

PLAN

NORTH

BASE BID (CTGB222011, FAC 955):

200' WIDE RUNWAY REHABILITATION

·· VARIABLE MILL AND OVERLAY

·· ASPHALT CONCRETE (AC) AND PORTLAND CEMENT

CONCRETE (PCC) DEMOLITION & REMOVAL

·· FULL-DEPTH PCC CONSTRUCTION

BASE BID (CTGB222011, FAC 955):

25' WIDE RUNWAY SHOULDERS AND ASSOCIATED TAXIWAY

SHOULDERS, TAXIWAYS A & D THROATS

·· CONSTANT MILL AND OVERLAY

·· EXTERIOR 25' FOD MITIGATION

BASE BID (CTGB222012, FAC 999):

RUNWAY OVERRUNS

·· CONSTANT MILL AND OVERLAY

BID OPTION 1 (CTGB222010, FAC 998):

PORTION OF TAXIWAY G (EAST) & ADJACENT SECTION

OF MASS PARKING APRON

·· MILL AND OVERLAY

·· AC AND PCC DEMOLITION & REMOVAL

·· FULL-DEPTH PCC CONSTRUCTION

BID OPTION 1 (CTGB222010, FAC 998):

PORTION OF TAXIWAY G (WEST) & ADJACENT SECTION

OF MASS PARKING APRON

·· MILL AND OVERLAY

·· AC AND PCC DEMOLITION & REMOVAL

·· FULL-DEPTH PCC CONSTRUCTION

BID OPTION 1 (CTGB2220009, FAC 998):

TAXIWAY C THROATS (NORTH)

·· AC AND PCC DEMOLITION & REMOVAL

·· FULL-DEPTH PCC CONSTRUCTION

·· MILL AND OVERLAY

BASE BID AND BID OPTIONS WORK SUMMARY

SEE SHEET GI113 & GI114 FOR ELECTRICAL BID OPTION WORK SUMMARIES

BASE BID (CTGB2220009, FAC 998):

TAXIWAY C THROATS (SOUTH)

·· AC AND PCC DEMOLITION & REMOVAL

·· FULL-DEPTH PCC CONSTRUCTION

ALL WORK ASSOCIATED WITH THE FOLLOWING WORK PACKAGES (AS AWARDED TO

THE CONTRACT) SHALL BE COMPLETED DURING THE DEFINED AIRFIELD CLOSURE

PERIOD.

· BASE BID

· OPTION #2

· OPTION #3

· OPTION #17

· OPTION #18

BID OPTION #1 MAY ALSO BE CONSTRUCTED DURING THE DEFINED AIRFIELD CLOSURE

PERIOD WITHOUT PHASING PROVISIONS AS PER SHEETS GC103, GC104, AND GC105.

HOWEVER, IF BID OPTION #1 IS AWARDED OUTSIDE OF THE DEFINED AIRFIELD

CLOSURE PERIOD, PHASING SHALL BE COMPLETED IN ACCORDANCE WITH GC103,

GC104, AND GC105. WORK PORTIONS (TAXIWAY G - EAST, TAXIWAY G - WEST, AND

TAXIWAY C THROAT - NORTH) SHALL NOT BE NOT BE CONSTRUCTED CONCURRENTLY.

EACH PORTION OF BID OPTION #1 MUST BE COMPLETED, ACCEPTED, AND OPEN TO

AIRCRAFT OPERATIONS PRIOR TO THE COMMENCEMENT OF THE ADJACENT PORTION.

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GI112

GENERAL PLAN NOTES (CONTINUED FROM GI111):

21. CONTRACTOR SHALL OBTAIN STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FROM THE DISTRICT. IF CONTRACTOR ELECTS TO UTILIZE (1) OF THE AVAILABLE

PROJECT-SPECIFIC ON-BASE BATCH PLANT SITES, THEY MUST ALSO GENERATE AN ENVIRONMENTAL PLAN FOR THE BATCH PLANT SITE TO ACCOMPANY THE NOTICE

OF INTENT (NOI). CONTRACTOR SHALL GENERATE AN ENVIRONMENTAL PLAN FOR THE BATCH PLANT SITE TO ACCOMPANY THE NOTICE OF INTENT (NOI). ALL NOI

DOCUMENTS SHALL BE SUBMITTED TO, REVIEWED BY, AND APPROVED BY BASE ENVIRONMENTAL PRIOR TO SUBMISSION TO INDIANA DEPARTMENT OF

ENVIRONMENTAL MANAGEMENT (IDEM). NOI AND ENVIRONMENTAL PLAN APPROVAL FOR THE BATCH PLANT SITE SHALL BE OBTAINED FROM IDEM PRIOR TO ANY LAND

DISTURBANCE. SWPPP REQUIREMENTS SHALL APPLY FOR ALL WORK WITHIN, AND OUTSIDE OF, THE AIRFIELD CLOSURE PERIOD.

22. WATER METER SHALL AND ACCESSED SHALL BE COORDINATED THROUGH PERU UTILITIES PRIOR TO ESTABLISHING CONNECTION TO ANY WATER UTILITIES.

CONTRACTOR SHALL SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED CONNECTION, INSTALLATION, AND REMOVAL OF THE WATER SERVICE. THE LINE SHALL BE

METERED BY THE CONTRACTOR AND PAID TO PERU UTILITIES. SEE NOTE 25 FOR ASSOCIATED CONTACT INFORMATION.

23. ELECTRIC SERVICE SHALL BE COORDINATED WITH THE BASE AND THE RURAL ELECTRIC MEMBERSHIP CORPORATION (REMC). CONTRACTOR TO PROVIDE METER AND

SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED INSTALLATION AND REMOVAL OF ELECTRICAL SERVICE. A UTILITY CONNECTION PLAN SHALL BE PROVIDED

WITHIN THE SITE PLAN SUBMITTAL AND APPROVED BY THE BASE PRIOR TO MOBILIZATION. SEE NOTE 25 FOR ASSOCIATED CONTACT INFORMATION.

24. TEMPORARY HAUL ROADS THAT ARE INSTALLED TO SUPPORT ACCESS TO AND FROM AN OFF-SITE BATCH PLANT, IF USED, SHALL BE REMOVED IN THEIR ENTIRETY AND

RESTORED TO PRE-CONSTRUCTION CONDITION. GRASS WITHIN THE AIRFIELD FENCE BOUNDARY FENCE SHALL BE WITH RE-ESTABLISHED WITH HYDRO SEED.

OUTSIDE THE FENCE LINE (WITHIN MCEDA PROPERTY), SEED AND MULCH SHALL BE USED.

25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LEASE AGREEMENTS AND PERMITS ASSOCIATED WITH CONSTRUCTING AND OPERATING BATCH

PLANTS FOR THIS PROJECT. THIS INCLUDES BUT IS NOT LIMITED TO COORDINATION WITH ALL REGULATORY AGENCIES AND PAYMENT OF ANY ASSOCIATED FEES.

SPECIFIC ADDITIONAL REQUIREMENTS SHALL INCLUDE:

25.1. NOT USED.

25.2. CONTRACTOR SHALL PROVIDE DOCUMENTS DETAILING THE ASSESSMENT OF AIR EMISSIONS IMPACTS ASSOCIATED WITH THE CONSTRUCTION AND OPERATION OF

THE CONTRACTOR’S BATCH PLANTS.

25.3. CONTRACTOR SHALL PROVIDE A DETAILED ASSESSMENT OF HOW CONSTRUCTION AND OPERATION OF BATCH PLANTS MAY AFFECT ANY ACTIVE PERMIT(S) ON FILE

FOR GRISSOM ARB.

26. NOT USED.

26. CONSTRUCTION VEHICLES AND EMPLOYEE VEHICLES SHALL BE PARKED OUTSIDE OF THE SECURE AIRFIELD AND WITHIN LIMITS SPECIFIED AND AS APPROVED BY THE

BASE.

27. CONSTRUCTION MATERIALS STAGING AND STOCKPILE AREA SHALL ONLY BE WITHIN DESIGNATED STAGING AND STOCKPILE AREA. A SITE LAYDOWN PLAN MUST BE

SUBMITTED TO THE BASE FOR APPROVAL AS PART OF THE PRE-CONSTRUCTION WORK.

28. LEAVING ANY TRENCHES OR OTHER EXCAVATIONS OPEN AT NIGHT, ON WEEKENDS OR AT OTHER TIMES WHEN NOT ON THE SITE IS PROHIBITED WITHOUT PRIOR

APPROVAL OF THE CONTRACTING OFFICER'S REPRESENTATIVE. ANY TRENCHES/EXCAVATIONS APPROVED TO BE LEFT UNATTENDED SHALL BE ADEQUATELY

PROTECTED, MARKED, AND LIGHTED.

29. PRIOR TO THE COMMENCEMENT OF THE PROJECT, ALL THE CONTRACTOR AND SUBCONTRACTOR'S PERSONNEL SHALL ATTEND A FOREIGN OBJECT DEBRIS (FOD) AND

SAFETY PRESENTATION AT THE BASE OPERATIONS. ALL ATTENDEES WILL BE REQUIRED TO UNDERSTAND AND COMPLY WITH SAFETY AND SECURITY REQUIREMENTS.

30. THE CONTRACTOR SHALL SUPPLY A DUMPSTER WITH COVER TO KEEP THE CONSTRUCTION SITE FREE OF PAPER, BOXES, AND OTHER DEBRIS WHICH COULD BE BLOWN

ONTO THE AOA AND/OR ATTRACT WILDLIFE. NO DUMPSTER WILL BE ALLOWED ON THE MPA. SUBMIT PROPOSED DUMPSTER LOCATION ON SITE/WORK PLAN FOR

APPROVAL PRIOR TO CONSTRUCTION.

31. PAY PARTICULAR ATTENTION TO THE DUST CONTROL REQUIREMENTS OF THIS CONTRACT. FURNISH AND OPERATE A MINIMUM OF ONE (1) SELF-PROPELLED VACUUM

SWEEPER TO MAINTAIN OPERATIONS OF THE RUNWAYS, TAXIWAYS, APRONS, AND OTHER AIRCRAFT OPERATING AREAS SENSITIVE TO DUST. THE CONTRACTOR SHALL

BE RESPONSIBLE FOR DUST CONTROL WITHIN THE CONSTRUCTION LIMITS AS WELL AS ALONG ANY PUBLIC ROADWAYS USED BY HIS EQUIPMENT AND VEHICLES. THE

CONTRACTING OFFICER'S REPRESENTATIVE RESERVES THE RIGHT TO STOP WORK IF NECESSARY IN ORDER TO BRING DUST UNDER CONTROL. FAILURE TO CONTROL

THESE ITEMS SHALL RESULT IN SUSPENSION OF PROJECT WORK. NO ADDITIONAL COMPENSATION OR TIME SHALL BE MADE TO THE CONTRACTOR SHOULD LOSS OF

PRODUCTIVITY OR DOWN-TIME OCCUR AS A RESULT OF THE CONTRACTING OFFICER LIMITING OR SUSPENDING WORK BECAUSE OF THE CONTRACTOR'S FAILURE TO

CONTROL DUST. AT A MINIMUM THE CONTRACTOR SHALL PROVIDE A WATER TRUCK AND APPLY WATER FOR DUST CONTROL AS NECESSARY. ADDITIONAL MEASURES

MAY BE REQUIRED AS DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

32. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT LOCATIONS AND/OR ELEVATIONS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS ARE

BASED ON RECORD DRAWINGS AND WERE FIELD SURVEYED FOR CONFIRMATION ONLY WHERE POSSIBLE. THIS INFORMATION IS NOT TO BE RELIED ON AS BEING

COMPLETE OR EXACT AND THE CONTRACTOR SHALL FIELD VERIFY ALL INFORMATION PRIOR TO COMMENCEMENT OF THE WORK. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO ENSURE ALL EXISTING UTILITIES ARE IDENTIFIED AND PROTECTED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE

CONTRACTING OFFICER IN WRITING OF ANY DISCREPANCY DISCOVERED DURING FIELD VERIFICATION.

33. COORDINATE UTILITY LOCATING SERVICES WITH THE BASE. THE BASE REQUIRES 15 DAY NOTIFICATION FOR UTILITY LOCATING WORK. ALL EXISTING UTILITIES IN THE

VICINITY OF ANY EXCAVATION SHALL BE CLEARLY MARKED ON THE GROUND BY THE CONTRACTOR PRIOR TO BEGINNING EXCAVATION. A MINIMUM OF 72 HOURS

NOTICE TO THE CONTRACTING OFFICER, BASE OPERATIONS, AND THE UTILITY COMPANY IS REQUIRED WHEN DISRUPTION OF UTILITIES ARE REQUESTED BY THE

CONTRACTOR. ALL COSTS ASSOCIATED WITH LOCATING UTILITIES SHALL BE CONSIDERED INCIDENTAL TO THE VARIOUS PROJECT ITEMS.

34. DOCUMENT THE CONDITION OF ANY HAUL ROUTES USED TO SUPPORT ACCESS TO AND FROM BATCH PLANT SITES AND/OR ANY OTHER LEASED SPACE. THE USE OF

PUBLIC OR PRIVATE ROADS BY THE CONTRACTOR SHALL NOT RESULT IN ANY ADDITIONAL COSTS TO THE GOVERNMENT. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR ANY AND ALL PERMITS ASSOCIATED WITH USE OF ROADS AND CROSSINGS. THE CONTRACTOR SHALL REPAIR OR REPLACE, AT THEIR OWN EXPENSE, ANY ROADS

OR CROSSINGS DAMAGED BY THEIR OPERATIONS. THE REPAIRS MUST BE INSPECTED AND APPROVED BY THE ROAD OR CROSSING OWNER OR AUTHORITY.

35. HAND DIG WHEN WITHIN THREE (3) FEET OF ANY KNOWN OR SUSPECTED UNDERGROUND UTILITIES.

36. THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE, AT HIS/HER OWN EXPENSE, ANY UTILITIES DAMAGED BY HIS/HER OPERATIONS, AT NO ADDITIONAL COST

TO THE GOVERNMENT. THE REPAIRS MUST BE INSPECTED AND APPROVED BY THE UTILITY GOVERNMENT.

37. SMOKING IS STRICTLY PROHIBITED ON THE BASE.

38. ALL SITE LAYOUT INCLUDING PAVEMENT MARKINGS, WILL BE PERFORMED BY OR UNDER THE SUPERVISION OF AN INDIANA PROFESSIONAL LAND SURVEYOR (INPLS).

39. REFER TO SHEET VS101 FOR SURVEY CONTROL DATA.

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BASE BID

25' RUNWAY SHOULDERS,

ASSOCIATED TAXIWAY

SHOULDERS, AND

TAXIWAYS A & D THROATS

EXISTING

PAVEMENT EDGE

RUNWAY 05-23

TAXIWAY F

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CIVILIAN AIRCRAFT

PARKING APRON

MASS PARKING

APRON (MPA)

BASE ENTRANCE

SECURITY

CHECKPOINT

BASE BID

200' WIDE RUNWAY

(EXCL. PCC SECTIONS)

CONTRACTOR'S

HAUL ROUTE

(TYP.)

UNLIT RUNWAY

CLOSURE MARKER

PLACE AND SECURE UNLIT RUNWAY

CLOSURE MARKER AT EACH RUNWAY END

(TYP.)

CLOSURE MARKERS SHALL BE PLACED ON

TOP OF RUNWAY DESIGNATION NUMERALS.

SEE DETAIL BELOW

~2 AC SITE CONTRACTOR

STAGING AREA

PCC PAVEMENT

SECTIONS TO REMAIN

PCC PAVEMENT

SECTIONS TO REMAIN

PLACE AND SECURE LIGHTED RUNWAY

CLOSURE MARKER AT EACH RUNWAY END

(TYP.) SEE DETAIL BELOW

LIGHTED RUNWAY

CLOSURE MARKER

AIRSIDE ACCESS

GATE

STABILIZED CONSTRUCTION

ENTRANCE

SEE DETAIL M17 ON C-507

BASE BID

RUNWAY OVERRUNS

BASE BID

RUNWAY OVERRUNS

GROUND CONTROL

CHECK POINTS

BASE BID

TAXIWAY C SOUTH

THROAT

AVAILABLE OPTIONAL ON-SITE

BATCH PLANT SITE #2

~5 AC SITE. SEE GI111.

AVAILABLE OPTIONAL ON-SITE

BATCH PLANT SITE #1

~2.5 AC SITE. SEE GI111.

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GC101

BASE BID

SCALE IN FEET

650 0

PLAN

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BASE BID PHASING/CLOSURE NOTES:

DURATION:

· 150 DAYS

· 7 DAYS/WEEK, UNLESS OTHERWISE APPROVED AND DIRECTED BY THE GOVERNMENT

WORK HOURS:

· 0600-1800

· WORK OUTSIDE OF THESE HOURS SHALL REQUIRE PRIOR APPROVAL FROM BASE

OPERATIONS AND THE CONTRACTING OFFICER

CLOSURES:

· WING-ASSIGNED AIRCRAFT WILL VACATE GRISSOM FOR THE DURATION OF THE RUNWAY

CLOSURE

200' WIDE RUNWAY

MAJOR WORK ITEMS:

· ASPHALT CONCRETE (AC)/PORTLAND CEMENT CONCRETE (PCC) DESIGN APPROVAL

· AC REMOVAL

· DEMOLISH PCC PAVEMENT

· EXCAVATE BASE MATERIALS (DEPTH PER TYPICAL SECTIONS)

· VARIABLE AC MILL AND OVERLAY

· CONSTRUCT FULL-DEPTH PCC PAVEMENT SECTION (PER TYPICAL SECTIONS)

ADDITIONAL COMMENTS:

· ALL CONSTRUCTION DEBRIS AND MATERIALS SHALL BECOME PROPERTY OF THE

CONTRACTOR AND SHOULD BE DISPOSED OF OFF GOVERNMENT PROPERTY, UNLESS

OTHERWISE DIRECTED BY THE CONTRACTING OFFICER, IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS

25' RUNWAY SHOULDERS, ASSOCIATED TAXIWAY SHOULDERS, AND

TAXIWAYS A & D THROATS

MAJOR WORK ITEMS:

· ASPHALT CONCRETE (AC) MILL AND OVERLAY

· FOD MITIGATION IN EXTERIOR 25' OF SHOULDER

ADDITIONAL COMMENTS:

· RUNWAY CLOSURE MARKERS SHALL BE SECURED SUCH THAT THEY REMAIN IN PLACE

FOR THE PROJECT DURATION

SPECIAL PROVISIONS:

· SEE BID OPTION #2 DRAWINGS TO COORDINATE AND INTEGRATE RUNWAY EDGE LIGHT

WORK WITH THE MILL AND INLAY SCOPE OF RUNWAY SHOULDERS INDICATED IN BASE BID

GENERAL SAFETY AND PHASING NOTES:

1. SAFETY/SECURITY PLAN: REVIEW THE OUTLINED REQUIREMENTS AND PROCEDURES

CONTAINED IN THE FAA ADVISORY CIRCULAR NO. 150/5370-2F OPERATIONAL SAFETY ON

AIRPORTS DURING CONSTRUCTION AND THE USACE EM 385-1-1 SAFETY AND HEALTH

REQUIREMENTS MANUAL. PREPARE AND SUBMIT FOR APPROVAL A SAFETY PLAN

COMPLIANCE DOCUMENT (SPCD) IN ACCORDANCE WITH THE REQUIREMENTS OF AC

150/53702-F SECTION 103.B., 104.C.(1), AND 203.C AS WELL AS REQUIREMENTS OUTLINED IN

USACE EM 385-1-1. BASE OPERATIONS AND THE CONTRACTING OFFICER'S REPRESENTATIVE

SHALL REVIEW THE CONTRACTOR'S SPCD, AND THE APPROVAL OF THE PLAN WILL BE

REQUIRED PRIOR TO THE CONTRACTOR'S MOBILIZATION FOR THE PROJECT. THE SPCD

SHALL ADDRESS THE FOLLOWING MAJOR ITEMS AT A MINIMUM AS THEY PERTAIN TO THE

SCHEDULED WORK EFFORTS:

· PROCEDURES AND REQUIREMENTS FOR RUNWAY & PARTIAL TAXIWAY CLOSURES.

· NOTIFICATION OF SCHEDULED CONSTRUCTION ACTIVITIES.

· CONSTRUCTION ACTIVITIES WITHIN RUNWAY SAFETY AREAS AND OTHER AIRPORT

OPERATIONAL AREAS.

· DAILY AIRFIELD AND RADIO COMMUNICATIONS.

· PLACEMENT OF ALL BARRICADES/CONES.

· CONSTRUCTION AND PUBLIC ROADWAY SIGNAGE.

· GATE ACCESS PROCEDURES/USE OF GATE GUARDS.

· REMOVAL & DISPOSAL OF SURPLUS MATERIALS & DEBRIS.

· DUST AND FOD CONTROL.

· LIGHT FIXTURE REMOVAL, STORAGE, RECONDITIONING, AND REINSTALLATION (AS

NEEDED, PENDING AWARD OF BID OPTION #2).

2. SAFETY OFFICER: PROVIDE A SAFETY OFFICER/POINT OF CONTACT PERSON WHO CAN BE

CONTACTED 24 HOURS A DAY-SEVEN DAYS A WEEK FOR THE DURATION OF THE PROJECT.

THIS PERSON WILL BE RESPONSIBLE FOR TAKING IMMEDIATE ACTION TO CORRECT ANY

CONSTRUCTION ACTIVITIES IDENTIFIED AS NOT IN THE BEST INTEREST OF AIR FIELD'S SAFE

OPERATION AND/OR SECURITY.

3. CROSSING/ACCESSING ACTIVE RUNWAYS/TAXIWAYS OR STAGING EQUIPMENT IN RUNWAY

APPROACHES WITHOUT PRIOR COORDINATION WITH BASE OPERATIONS AND THE

CONTRACTING OFFICER'S REPRESENTATIVE IS PROHIBITED. THE CONTRACTOR'S RADIO

COMMUNICATIONS PERSONNEL SHALL VERIFY THE PROPER RADIO FREQUENCY TO

MONITOR.

4. ALL AUTHORIZED CONSTRUCTION VEHICLES SHALL DISPLAY AN ORANGE/WHITE

CHECKERED FLAG, SHALL HAVE AN AMBER/YELLOW STROBE BEACON LIGHT ATTACHED TO

THE ROOF AND BE CLEARLY IDENTIFIED BY EITHER ASSIGNED INITIALS OR NUMBERS

PROMINENTLY DISPLAYED ON EACH SIDE OF VEHICLE. THERE SHALL BE NO SEPARATE

PAYMENT FOR PROVIDING FLASHING YELLOW BEACONS AND ORANGE/WHITE CHECKERED

FLAGS IN ACCORDANCE WITH FAA AC 150/5210-5D.

5. CONSTRUCTION PERSONNEL: WEAR APPROPRIATE REFLECTIVE SAFETY VESTS AND

CUSTOMARY PERSONAL PROTECTIVE EQUIPMENT (PPE) AT ALL TIMES WHEN WORKING ON

THE AIRFIELD AND ADJACENT WORK AREAS. ALL PERSONNEL SHALL BE AWARE OF SAFETY

REQUIREMENTS AND THE DANGERS OF WORKING ADJACENT TO ACTIVE AIRCRAFT

OPERATIONAL AREAS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES.

ENSURE THAT ALL PERSONNEL UNDERSTAND AND COMPLY WITH THE AIRFIELD'S

SAFETY/SECURITY REQUIREMENTS AND THE FOREIGN OBJECT DEBRIS (FOD) PROCEDURES.

6. IN THE EVENT OF A CONSTRUCTION ACCIDENT, CALL 765-688-3353 (GRISSOM FIRE DEPT)

AND IMMEDIATELY NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE AND BASE

OPERATIONS.

7. CLOSURE BARRICADES/CONES: ALL REQUIRED LIGHTED SAFETY BARRICADES, LIGHTED

CHANNELIZER CONES, FLAGGED STAKES, TRAFFIC CONES, TEMPORARY TRAFFIC SIGNS,

ETC., SHALL BE IN PLACE PRIOR TO THE COMMENCEMENT OF WORK. THERE SHALL BE NO

SEPARATE PAYMENT FOR FURNISHING, PLACING, RELOCATING, MAINTAINING, AND

REMOVAL OF THESE AS MAY BE REQUIRED BY BASE OPERATIONS OR THE CONTRACTING

OFFICER TO ENSURE SAFETY OVER THE LIFE OF THE PROJECT. AT THE COMPLETION OF

THE PROJECT, ALL LIGHTED SAFETY BARRICADES, CHANNELIZER CONES AND SIGNS SHALL

BE REMOVED, AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR.

8. SUBMIT PROPOSED WORK HOURS TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR

TO CONSTRUCTION. IN THE EVENT NIGHT WORK IS EXPECTED, A LIGHTING PLAN MUST BE

SUBMITTED TO THE CONTRACTING OFFICER AND BASE OPERATIONS FOR APPROVAL.

TEMPORARY LIGHT TOWERS MUST BE LOCATED AND AIMED SO AS TO NOT AFFECT AIR

TRAFFIC CONTROL PERSONNEL IN THE TOWER, AND AIRCRAFT OPERATIONS ON RUNWAYS,

TAXIWAYS, AND APRONS.

9. CONTRACTOR ACCESS TO THE CONSTRUCTION SITE SHALL BE LIMITED TO THE SECURITY

CHECKPOINT SHOWN ON THE PLAN, UNLESS OTHERWISE DIRECTED BY THE CONTRACTING

OFFICER. THE SECURITY CHECK POINTS SHALL BE MANNED WITH FULL-TIME

RADIO-EQUIPPED ACCESS/GATE GUARDS. ALL GATES SHALL BE CLOSED AND LOCKED WHEN

NOT MANNED AND DURING HOURS OF CONSTRUCTION INACTIVITY.

10. CONTRACTOR VEHICLES AND PERSONNEL SHALL BE INSPECTED BY BASE SECURITY

FORCES PRIOR TO ACCESSING THE SECURE SIDE OF THE AIRFIELD.

RUNWAY OVERRUNS

MAJOR WORK ITEMS:

· REMOVE AND REPLACE GROUND CONTROL CHECK POINTS

SPECIAL PROVISIONS:

· SEE BID OPTION #2 DRAWINGS TO COORDINATE AND INTEGRATE RUNWAY

APPROACH LIGHT WORK WITH THE MILL AND INLAY SCOPE OF RUNWAY

OVERRUNS INDICATED IN BASE BID.

TAXIWAY C SOUTH THROAT

MAJOR WORK ITEMS:

· ASPHALT CONCRETE (AC) REMOVAL

· PORTLAND CEMENT CONCRETE (PCC) REMOVAL

· EXCAVATE BASE MATERIAL (PER SECTIONS)

· SOIL STABILIZATION, AS DIRECTED BY THE CONTRACTING OFFICER

· PLACE & COMPACT BASE/SUBBASE

· PLACE PCC

· PLACE PAVEMENT MARKINGS

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GC102

BASE BID

LIGHTED CHANNELIZER CONE NOTES:

1. THERE SHALL BE NO SEPARATE PAYMENT FOR SUPPLYING, PLACING, MAINTAINING AND REMOVAL OF LIGHTED

CHANNELIZER CONES. THE CONTRACTOR SHALL RETAIN POSSESSION OF THE CONES UPON COMPLETION OF THE

PROJECT.

2. LIGHTED CHANNELIZER CONES SHALL BE USED FOR THE FOLLOWING CONDITIONS:

· AT LOCATIONS IN ACCORDANCE WITH AIRFIELD CLOSURE REQUIREMENTS.

· TO IDENTIFY A RUNWAY AND/OR TAXIWAY SAFETY AREA TO KEEP PERSONNEL AND EQUIPMENT FROM

ENTERING AN ACTIVE RUNWAY OR TAXIWAY.

3. THE CONTRACTOR SHALL ENSURE THE CONTINUOUS OPERATION OF ALL LIGHTS FOR THE DURATION OF THE

PROJECT. LIGHTS AND/OR BATTERIES SHALL BE REPLACED AS NEEDED.

4. PLACE CONES CONTINUOUSLY AT 4' ON CENTER ON ALL PAVED SURFACES AND 10' ON ALL TURF AREAS.

LIGHTED LOW PROFILE BARRICADE NOTES:

1. THERE SHALL BE NO SEPARATE PAYMENT FOR SUPPLYING, PLACING, MAINTAINING AND REMOVAL OF

LIGHTED LOW PROFILE BARRICADES.

2. THE LIGHTED SAFETY BARRICADES SHALL BE PLACED AT LOCATIONS IN ACCORDANCE WITH AIRFIELD

CLOSURE REQUIREMENTS AND BE USED WHEN A WORK AREA IS DIRECTLY ADJACENT TO AN ACTIVE

TAXIWAY TO KEEP AIRCRAFTS AND VEHICLES FROM TRAVELING INTO A WORK AREA.

3. BARRICADES SHALL BE INTERCONNECTED ON AIRFIELD PAVEMENTS AND WITHIN AIR OPERATIONS AREAS

(AOA). BARRICADE SPACING MAY BE INCREASED TO 10' ON CENTER IN ALL OTHER AREAS UNLESS

OTHERWISE DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING AND/OR PROVIDING ADDITIONAL

BARRICADES AROUND THE SITE AS NECESSARY TO ACCOMMODATE THE PROPOSED WORK.

5. THE CONTRACTOR SHALL ENSURE THE CONTINUOUS OPERATION OF ALL LIGHTS FOR THE DURATION OF

THE PROJECT. LIGHTS AND BATTERIES SHALL BE REPLACED AS NEEDED.

6. THE BARRICADES SHALL BE FILLED WITH WATER.

RUNWAY CLOSURE MARKER NOTES:

1. CLOSURE MARKER SHALL CONFORM TO UFC 3-260-04, AIRFIELD AND HELIPORT MARKING, SECTION 8-5.

2. UNLIT CLOSURE MARKERS SHALL BE PLACED ON RUNWAY DESIGNATION MARKINGS PRIOR TO ACCESSING THE RUNWAY ENVIRONMENT / COMMENCING

CONSTRUCTION ACTIVITIES. LIGHTED CLOSURE MARKERS SHALL BE PLACED DIRECTLY ADJACENT TO THE UNLIT MARKER, ON CENTERLINE, AND REMAIN LIT

BETWEEN DUSK AND DAWN.

3. MARKER PLACEMENT, AS DIRECTED BY THE CONTRACTING OFFICER, FOR CONSTRUCTION OUTSIDE OF THE EXTENDED RUNWAY CLOSURE WITHIN THE RUNWAY

ENVIRONMENT SHALL BE PLACED AT THE BEGINNING OF, AND REMOVED AT THE END OF, EACH PHASE/WORK SHIFT.

4. UPON PROJECT COMPLETION, THE RUNWAY CLOSURE MARKERS ARE TO REMAIN THE PROPERTY OF THE CONTRACTOR.

5. UNLIT MARKER: MARKER SHALL BE ANCHORED BY AN APPROVED METHOD SUCH THAT IT REMAINS IN PLACE FOR THE PROJECT DURATION.

6. LIGHTED MARKER: MARKER SHALL BE FUELED AND MAINTAINED BY THE CONTRACTOR TO REMAIN LIT WHILE IN USE ON THE RUNWAY.

7. LOCATIONS OF ALL MARKINGS, AND MEANS OF INSTALLATION AND FASTENING, SHALL BE APPROVED BY THE CONTRACTING OFFICERS REPRESENTATIVE.

30lb. SOLID OCTAGONAL

RUBBER BASE

RED BATTERY POWERED

OMNI-DIRECTIONAL FLASHING LIGHT

WITH PHOTOCELL SECURELY

FASTENED TO TOP OF CONE

MINIMUM OF TWO 6"

WHITE REFLECTIVE BANDS

28"

HIGH DENSITY FLUORESCENT

ORANGE

POLYETHYLENE CONE

8-1/2"

16-1/2"

1-3/4"

SOLAR POWERED FLASHING RED

LIGHT WITH PHOTOCELL SECURELY

FASTENED TO TOP OF BARRICADE

(2 PER BARRICADE)

FLUORESCENT ORANGE

POLYETHYLENE BARRICADE

WITH WHITE REFLECTIVE

SHEETING BOTH SIDES

LIGHTED LOW-PROFILE BARRICADE

LIGHTED CHANNELIZER CONE

UNLIT RUNWAY CLOSURE MARKER

YELLOW VINYL 'X' PLACED

OVER RUNWAY

IDENTIFICATION MARKINGS

DIESEL

ENGINE

BACKUP

GENERATOR

YELLOW

FLASHING

LIGHTS

LIGHTED RUNWAY CLOSURE MARKER

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CIVILIAN AIRCRAFT

PARKING APRON

SEE HAUL ROUTE ON

GI111 AND NOTE 1 ON

THIS SHEET

SECTION OF

APRON/TAXILANE LIMITED

TO 150' MAX WINGSPAN

TRANSIENT

APRON

MPA

LOW PROFILE

BARRICADES (TYP.)

SEE DETAIL ON GC101

TEMPORARY TAXIWAY

CENTERLINES

SEE INSET FOR LAYOUT

BID OPTION #1

TAXIWAY G/MPA

~2 AC SITE CONTRACTOR

STAGING AREA

LIGHTED

CHANNELIZER CONES

(TYP.)

SEE DETAIL ON GC101

LIGHTED CHANNELIZER

CONES (TYP.)

SEE DETAIL ON GC102

TEMPORARY RESTRICTION

AREA BOUNDARY

COORDINATE FINAL LOCATION

WITH BASE OPS AND

CONTRACTING OFFICER'S

REPRESENTATIVE

AIRSIDE

ACCESS GATE

LOW PROFILE

BARRICADES (TYP.)

SEE DETAIL ON GC102

AVAILABLE OPTIONAL ON-SITE BATCH

PLANT SITE #2

~5 AC SITE. SEE GI111.

AVAILABLE OPTIONAL ON-SITE BATCH

PLANT SITE #1

~2.5 AC SITE. SEE GI111.

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N: 1971398.8176

E: 193658.1400

N: 1971399.6888

E: 193980.0472

N: 1971400.5602

E: 194302.0353

N: 1971311.0061

E: 194392.2776

N: 1971399.2631

E: 193748.1387

N: 1971400.1343

E: 194070.0459

N: 1971401.0056

E: 194392.0340

N: 1971310.1348

E: 194070.2895

N: 1971309.2636

E: 193748.3823

N: 1971307.9631

E: 193267.7929

N: 1971311.4160

E: 194543.7416

N: 1971222.0178

E: 194633.9829

N: 1971221.4165

E: 194543.9851

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RESTRICTED AREA BOUNDARY

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GC103

OPTION #1

OPTION #1 PHASING/CLOSURE NOTES:

THIS SHEET SHALL BE ACTIVATED IF OPTION #1 IS AWARDED

DURATION:

· 180 DAYS

· 6 DAYS/WEEK, UNLESS OTHERWISE APPROVED BY THE GOVERNMENT

WORK HOURS:

· 0600-1800

· WORK OUTSIDE OF THESE HOURS SHALL REQUIRE PRIOR APPROVAL FROM BASE OPERATIONS

AND THE CONTRACTING OFFICER

CLOSURES:

· TAXIWAY G BETWEEN TRANSIENT APRON AND MPA ROW F

·· BYPASS CONSTRUCTION VIA TEMPORARY CENTERLINE

· 8 MPA PARKING POSITIONS (2 EACH IN ROWS C, D, E, F)

· TAXIWAY C NORTH OF TAXIWAY F

MAJOR WORK ITEMS:

· PLACE TEMPORARY PAVEMENT MARKINGS

·· RE-ALIGN TAXIWAY/TAXILANE CENTERLINES

·· RELOCATE RESTRICTED AREA BOUNDARY IN COORDINATION WITH THE CONTRACTING

OFFICER AND BASE OPS

· ASPHALT CONCRETE (AC) REMOVAL

· PORTLAND CEMENT CONCRETE (PCC) REMOVAL

· EXCAVATE BASE MATERIAL (PER SECTIONS)

· SOIL STABILIZATION, AS DIRECTED BY THE CONTRACTING OFFICER

· PLACE & COMPACT BASE/SUBBASE

· AC MILL AND INLAY

· PLACE PCC

· REMOVE TEMPORARY PAVEMENT MARKINGS

· PLACE PAVEMENT MARKINGS

ADDITIONAL COMMENTS:

· RADIO-EQUIPPED ESCORTS REQUIRED BETWEEN STAGING AREA AND WORK AREA

· ALL CONSTRUCTION DEBRIS AND MATERIALS SHALL BECOME PROPERTY OF THE CONTRACTOR

AND DISPOSED OF OFF-SITE, UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER, IN

ACCORDANCE WITH THE CONTRACT DOCUMENTS

· REFER TO SHEET GC101 FOR GENERAL SAFETY AND PHASING NOTES

· HAUL ROUTES SHALL BE SUBMITTED AND APPROVED BY THE BASE PRIOR TO CONSTRUCTION.

HAUL ROUTES SHOWN MAY BE CHANGED AT BASE DIRECTION DUE TO MISSION REQUIREMENTS.

TAXIWAY G - AREA 1 (WEST)

SCALE = 1"=200'

TEMPORARY CENTERLINE LAYOUT

SCALE = 1"=100'

SCALE IN FEET

100 0

SCALE IN FEET

200 0

PLAN

NORTH

LIGHTED CHANNELIZER CONES (TYP.)

SEE DETAIL ON GC102

LEGEND (FOR SHEET GC103 ONLY):

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SEE DETAIL ON GC102

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PARKING APRON

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TAXIWAY G/MPA

HAUL ROUTE SIGNAGE (TYP.)

SEE LEGEND, THIS SHEET

TRANSIENT

APRON

MPA

LOW PROFILE

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SEE DETAIL ON GC102

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SEE DETAIL ON GC102

~2 AC SITE CONTRACTOR

STAGING AREA

AVAILABLE OPTIONAL ON-SITE

BATCH PLANT SITE #2

~5 AC SITE. SEE GI111.

AVAILABLE OPTIONAL ON-SITE

BATCH PLANT SITE #1

~2.5 AC SITE. SEE GI111.

SCALE IN FEET

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GC104

OPTION #1

PLAN

NORTH

SIGN LEGEND

A

ACCESS

WORK

AREA HERE

STOP WAIT

FOR

ESCORT

NOTES:

1. ALL SIGNS RED BACKGROUND AND WHITE LETTERS

2. ALL SIGNS SHALL BE 48" X 48" UNLESS OTHERWISE NOTED

3. SIGNS MUST BE MOUNTED ON TEMPORARY TRIPODS WITH

APPROPRIATE BALLASTS

4. ALL SIGNS MUST BE IN ACCORDANCE WITH MUTCD MANUAL

B

BID OPTION #1 PHASING/CLOSURE NOTES:

THIS SHEET SHALL BE ACTIVATED IF BID OPTION #1 IS AWARDED

DURATION:

· 140 DAYS

· 6 DAYS/WEEK, UNLESS OTHERWISE APPROVED BY THE GOVERNMENT

WORK HOURS:

· 0600-1800

· WORK OUTSIDE OF THESE HOURS SHALL REQUIRE PRIOR APPROVAL FROM BASE OPERATIONS

AND THE CONTRACTING OFFICER

CLOSURES:

· TAXIWAY G BETWEEN MPA ROW F AND CIVILIAN PARKING APRON

· 1 MPA PARKING POSITION IN ROW F

MAJOR WORK ITEMS:

· RELOCATE SECURITY LINE IN COORDINATION WITH THE CONTRACTING OFFICER AND BASE OPS

· ASPHALT CONCRETE (AC) REMOVAL

· PORTLAND CEMENT CONCRETE (PCC) REMOVAL

· EXCAVATE BASE MATERIAL (PER SECTIONS)

· SOIL STABILIZATION, AS DIRECTED BY THE CONTRACTING OFFICER

· PLACE & COMPACT BASE/SUBBASE

· AC MILL AND OVERLAY

· PLACE PCC

· PLACE PAVEMENT MARKINGS

ADDITIONAL COMMENTS:

· RADIO-EQUIPPED ESCORTS REQUIRED BETWEEN STAGING AREA AND WORK AREA

· ALL CONSTRUCTION DEBRIS AND MATERIALS SHALL BECOME PROPERTY OF THE CONTRACTOR

AND DISPOSED OF OFF-SITE, UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER, IN

ACCORDANCE WITH THE CONTRACT DOCUMENTS

· REFER TO SHEET GC101 FOR GENERAL SAFETY AND PHASING NOTES

TAXIWAY G - AREA 2 (EAST)

SCALE = 1"=200'

SCALE IN FEET

200 0

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SEE DETAIL ON GC102

LEGEND (FOR SHEET GC104 ONLY):

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SEE DETAIL ON GC102

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TAXIWAY C NORTH

THROAT

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BARRICADES (TYP.)

SEE DETAIL ON GC102

AIRSIDE

ACCESS GATE

LOW PROFILE

BARRICADES

(TYP.) SEE

DETAIL ON

GC102

~2 AC SITE CONTRACTOR

STAGING AREA

AVAILABLE OPTIONAL ON-SITE BATCH

PLANT SITE #2

~5 AC SITE. SEE GI111.

AVAILABLE OPTIONAL ON-SITE

BATCH PLANT SITE #1

~2.5 AC SITE. SEE GI111.

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C

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TAXIWAY G

N: 1970980.0571

E: 193622.1339

N: 1971087.3598

E: 193766.1425

N: 1970997.3614

E: 193766.6699

N: 1971065.6423

E: 194581.5676

N: 1971001.7654

E: 194518.1662

N: 1970986.7470

E: 194661.0546

N: 1971060.9823

E: 193703.0117

N: 1971091.7638

E: 194517.6388

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GC105

OPTION #1

SCALE IN FEET

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PLAN

NORTH

BID OPTION #1 PHASING/CLOSURE NOTES:

THIS SHEET SHALL BE ACTIVATED IF BID OPTION #1 IS AWARDED

DURATION:

· 36 DAYS

· 6 DAYS/WEEK UNLESS OTHERWISE APPROVED BY THE GOVERNMENT

WORK HOURS:

· 0600-1800

· WORK OUTSIDE OF THESE HOURS SHALL REQUIRE PRIOR APPROVAL FROM BASE OPERATIONS AND

THE CONTRACTING OFFICER

CLOSURES:

· 3 MPA PARKING POSITIONS (1 EACH IN ROWS D, E, F)

· TAXIWAY G TEMPORARILY REALIGNED

· TAXIWAY C (NORTH OF TAXIWAY F)

MAJOR WORK ITEMS:

· PLACE TEMPORARY PAVEMENT MARKINGS

·· RE-ALIGN TAXIWAY/TAXILANE CENTERLINE

·· RELOCATE RESTRICTED AREA BOUNDARY IN COORDINATION WITH THE CONTRACTING OFFICER

AND BASE OPS

· ASPHALT CONCRETE (AC) REMOVAL

· PORTLAND CEMENT CONCRETE (PCC) REMOVAL

· EXCAVATE BASE MATERIAL (PER SECTIONS)

· SOIL STABILIZATION, AS DIRECTED BY THE CONTRACTING OFFICER

· PLACE & COMPACT BASE/SUBBASE

· AC MILL AND OVERLAY

· PLACE PCC PAVEMENT

· REMOVE TEMPORARY PAVEMENT MARKINGS

· PLACE PAVEMENT MARKINGS

ADDITIONAL COMMENTS:

· TEMPORARY BYPASS CENTERLINE LAYOUT SHALL BE APPROVED BY THE CONTRACTING OFFICER

PRIOR TO PLACEMENT

· RADIO-EQUIPPED ESCORTS REQUIRED BETWEEN STAGING AREA AND WORK AREA

· ALL CONSTRUCTION DEBRIS AND MATERIALS SHALL BECOME PROPERTY OF THE CONTRACTOR

AND DISPOSED OF OFF-SITE, UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER, IN

ACCORDANCE WITH THE CONTRACT DOCUMENTS

· REFER TO SHEET GC101 FOR GENERAL SAFETY AND PHASING NOTES

TEMPORARY CENTERLINE LAYOUT

SCALE = 1"=100'

TAXIWAY C - NORTH

SCALE = 1"=400'

LIGHTED CHANNELIZER CONES (TYP.)

SEE DETAIL ON GC102

LEGEND (FOR SHEET GC105 ONLY):

LOW PROFILE BARRICADES (TYP.)

SEE DETAIL ON GC102

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BASE BID

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18.5"

WEAKENED PLANE CONTROL CRACK

18.5"

EXISTING PAVEMENT TO REMAIN (REFER TO NOTE 1)

NOTES:

1. CONC. TO CONC. PAVEMENT CONSTRUCTION JOINTS SHALL BE USED WHERE A COLD JOINT EXISTS DUE TO

TERMINATION OF DAILY ACTIVITIES OR AT THE INTERFACE OF THE PROJECT LIMITS. THE CONTRACTOR SHALL

TERMINATE CONCRETE PLACEMENT IN A MANNER TO ALIGN WITH EXISTING/ADJACENT CONCRETE JOINTS.

PROPOSED CONCRETE PAVEMENT

SEE DETAIL F11 ON C-504

9"

SEE DETAIL M17 ON C-504

10"

(TYP.)

DRILL AND GROUT DOWEL WITH

EPOXY BONDING AGENT

FULL-DEPTH PCC RUNWAY AS PER

DETAIL F5 ON C-501

1-1.5"Ø SMOOTH EPOXY COATED DOWEL, 20" LONG,

18" O.C. APPLY BOND BREAKER COATING TO END OF

THE DOWEL.

D

H

NOTES:

1. ALL REBAR AND/OR WWF EXPOSED AS A PART OF DEMOLITION OPERATION SHALL BE TREATED WITH AN EPOXY BASED

CORROSION-INHIBITING PAINT - 2 COATS.

2. THE CONTRACTOR SHALL TAKE ANY AND ALL PRECAUTIONS NOT TO UNDERMINE THE EXISTING PAVEMENT AND/OR BASE MATERIAL

IDENTIFIED TO REMAIN. ALL EXCAVATION OF BASE MATERIALS WITHIN 24-INCHES OF THE EXISTING PAVEMENTS TO REMAIN SHALL

BE COMPLETED BY HAND. ANY AREAS OF EXISTING PAVEMENT OR BASE MATERIAL UNDERMINED OR DAMAGED DURING

EXCAVATION OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE GOVERNMENT.

3. THE CONTRACTOR SHALL VACUUM EXISTING PCC SURFACE TO REMAIN AND REMOVE ALL LOOSE MATERIALS AND DEBRIS PRIOR TO

PLACEMENT CONCRETE PAVEMENT. EXPOSED FACE OF EXISTING CONCRETE PAVEMENT TO REMAIN UNDISTURBED SHALL BE FREE

OF DEBRIS AND LOOSE AGGREGATE PRIOR TO PLACEMENT OF PROPOSED CONCRETE PAVEMENT.

E

PROPOSED CONCRETE PAVEMENT EXISTING CONCRETE PAVEMENT TO REMAIN UNDISTURBED

STA 146+21

EXISTING PCC TO REMAIN

UNDISTURBED

EXISTING CONCRETE PAVEMENT PROPOSED CONCRETE PAVEMENT

STA 136+00

EXISTING PAVEMENT TO

REMAIN UNDISTURBED

18.5" REINFORCED PCC

4" BASE COURSE

8" SUBBASE COURSE

SCALE: NTS

PROPOSED FULL DEPTH RUNWAY

PCC TO EXISTING RUNWAY PCC (WEST) -

M4

SCALE: NTS

DOWELED CONSTRUCTION JOINT -

D10

SCALE: NTS

NON-DOWELED CONTRACTION JOINT -

D18

D

± 9.5" REINFORCED PCC

± 3" ASPHALT CONCRETE

± 8" NON-REINFORCED PCC

EXISTING SUBGRADE

± 9" NON-REINFORCED PCC

18.5" NON-REINFORCED PCC

4" BASE COURSE

8" SUBBASE COURSE

10" TYP.

D

1"Ø SMOOTH EPOXY COATED DOWEL, 20" LONG, 18"

O.C. APPLY BOND BREAKER COATING TO END OF THE

DOWEL (IN PROPOSED PCC CONCRETE SIDE).

DRILL AND GROUT DOWEL WITH

EPOXY BONDING AGENT

SEE DETAIL M17 ON C-504

SEE DETAIL F11 ON C-504

10" TYP.

D = 1-1.5"Ø SMOOTH EPOXY COATED DOWEL, 20" LONG,

18" O.C. APPLY BOND BREAKER COATING TO END OF

THE DOWEL (IN PROPOSED PCC CONCRETE SIDE).

NOTES:

1. EXISTING PCC PAVEMENT SHALL BE CUT BACK 20-FEET FROM EDGE OF PROPOSED PAVEMENT. REMOVE ALL ASSOCIATED MATERIAL TO A DEPTH SUFFICIENT TO CONSTRUCT

THE PROPOSED FULL DEPTH RUNWAY PCC PAVEMENT SECTION AS SHOWN.

2. THE PAVEMENT 'CUT BACK' LIMIT OF 20-FEET SHALL BE REPLACED WITH PCC. THE PCC SHALL FORMED AND ADJUSTED TO MATCH THE ALIGNMENT OF THE EXISTING ADJACENT

SLABS TO REMAIN.

3. THE CONTRACTOR SHALL VACUUM EXISTING PCC SURFACE TO REMAIN AND REMOVE ALL LOOSE MATERIALS AND DEBRIS PRIOR TO PLACEMENT CONCRETE PAVEMENT.

EXPOSED FACE OF EXISTING CONCRETE PAVEMENT TO REMAIN UNDISTURBED SHALL BE FREE OF DEBRIS AND LOOSE AGGREGATE PRIOR TO PLACEMENT OF PROPOSED

CONCRETE PAVEMENT.

4. ALL REBAR AND/OR WWF EXPOSED AS A PART OF DEMOLITION OPERATION SHALL BE TREATED WITH AN EPOXY BASED CORROSION-INHIBITING PAINT - 2 COATS.

5. THE CONTRACTOR SHALL TAKE ANY AND ALL PRECAUTIONS NOT TO UNDERMINE THE EXISTING PAVEMENT AND/OR BASE MATERIAL IDENTIFIED TO REMAIN. ALL EXCAVATION OF

BASE MATERIALS WITHIN 24-INCHES OF THE EXISTING PAVEMENTS TO REMAIN SHALL BE COMPLETED BY HAND. ANY AREAS OF EXISTING PAVEMENT OR BASE MATERIAL

UNDERMINED OR DAMAGED DURING EXCAVATION OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE GOVERNMENT.

6. A GUILLOTINE-BREAKER IS PROHIBITED FOR CONCRETE DEMOLITION PURPOSES IN AN EFFORT TO PRESERVE AND PROTECT UNDERLYING PAVEMENT COURSES AND ADJACENT

PAVEMENT TO REMAIN.

7. IN THE EVENT THERE ARE EXISTING DOWELS DISCOVERED IN THE EXPOSED FACE OF THE EXISTING CONCRETE TO REMAIN. THE CONTRACTOR SHALL CAREFULLY CUT EXISTING

DOWELS AND OFFSET PROPOSED DOWELS A MINIMUM OF 12".

SCALE: NTS

PROPOSED FULL DEPTH RUNWAY

PCC TO EXISTING RUNWAY PCC (EAST)

M12

1"

2"

EXPANSION

CAP, SLIP FIT

10" TYP.

3"

DRILL AND GROUT DOWEL

WITH EPOXY BONDING AGENT

D = 1-1.5"Ø SMOOTH EPOXY COATED DOWEL, 20" LONG,

18" O.C. APPLY BOND BREAKER COATING TO END OF

THE DOWEL (IN PROPOSED PCC CONCRETE SIDE).

SEE DETAIL M11 ON C-504

CUT BACK EXISTING PCC ± 20' (SEE

CD-109) REMOVE EXISTING PCC

SLAB TO EXISTING BASE MATERIAL

5' MIN. (TYP.)

10"

(TYP.)

18.5"

1-1.5"Ø SMOOTH EPOXY COATED DOWEL, 20" LONG, 18" O.C.

APPLY BOND BREAKER COATING TO END OF THE DOWEL.

SEE DETAIL F5 ON C-503 FOR TYPICAL DOWEL BAR ASSEMBLY.

WEAKENED PLANE CONTROL CRACK

SEE DETAIL F11 ON C-504

9"

F

SCALE: NTS

DOWELED CONTRACTION JOINT -

D4

JOINT SEAL DETAIL M11 ON C-504

STA 146+01

STA 145+67.5

NON-EXTRUDING

PREFORMED

COMPRESSIBLE

MATERIAL

F

S J

WEAKENED PLANE

CONTROL CRACK

EXCAVATE EXISTING BASE

MATERIAL TO DEPTH

REQUIRED FOR

CONSTRUCTION OF PCC

THICKENED EDGE

EXISTING BASE

MATERIAL

COMPACT AND PROOF ROLL EXISTING

SUBGRADE AS SPECIFIED IN 31 00 00.00 06

STABILIZE UNSUITABLE SUBGRADE AS SPECIFIED

IN SECTION 31 00 00.00 06 AND 32 11 13.13 AND AS

AUTHORIZED BY THE CONTRACTING OFFICER

COMPACT AND PROOF ROLL EXISTING SUBGRADE AS SPECIFIED IN

31 00 00.00 06 STABILIZE UNSUITABLE SUBGRADE AS SPECIFIED IN

SECTION 31 00 00.00 06 AND 32 11 13.13 AND AS AUTHORIZED BY

THE CONTRACTING OFFICER

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