Attachment_6 _Proposed_Task_Order_(Project___TYN_2052G)_Scope_of_Work.pdf

PDF 4 MB Posted Jun 17, 2015

Attached to: Airfield Civil Works IDIQ Federal contract opportunity
Solicitation number: FA4819-15-B-0001
Issued by: Department of the Air Force Air Combat Command

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Attachment 6 - Proposed Task Order (Project TYN 2025G) Scope of Work/Drawings

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Other files for this federal contract opportunity

Other files attached to Airfield Civil Works IDIQ, newest first.
File	Type	Posted
Attachment_2 _Bid_Schedule_(16_Jul_15).xlsx	XLSX spreadsheet	Jul 16, 2015
FA4819-15-B-0001-0003.pdf	PDF	Jul 16, 2015
Attachment_3 _Line_Item_Descriptions_(16_Jul_15).xlsx	XLSX spreadsheet	Jul 16, 2015
Attachment_1 _Airfield_Civil_Works_SOW_(16_Jul_15).pdf	PDF	Jul 16, 2015
Attachment_2 _Bid_Schedule_(16_Jul_15).xlsx	XLSX spreadsheet	Jul 16, 2015
Attachment_7 _Proposed_Task_Order_(Project___TYN_2052G)_Bid_Schedule_(16_Jul_15).xlsx	XLSX spreadsheet	Jul 16, 2015
FA4819-15-B-0001-0002.pdf	PDF	Jul 15, 2015
Attachment_2 _Bid_Schedule_(15_Jul_15-Corrected).xlsx	XLSX spreadsheet	Jul 15, 2015
Airfield_Civil_Works_IDIQ_-_Questions_ _Answers_(Final).doc	DOC document	Jul 2, 2015
Site_Visit_Minutes_-_Airfield_Civil_Works_IDIQ.pdf	PDF	Jun 26, 2015
FA4819-15-B-0001-0001.pdf	PDF	Jun 26, 2015
Airfield_Civil_Works_IDIQ_Site_Visit_-_Questions_ _Answers.pdf	PDF	Jun 26, 2015
Attachment_2 _Bid_Schedule.xlsx	XLSX spreadsheet	Jun 17, 2015
Attachment_7 _Proposed_Task_Order_(Project___TYN_2052G)_Bid_Schedule-Quantity_Only.xlsx	XLSX spreadsheet	Jun 17, 2015
FA4819-15-B-0001_(Final).doc	DOC document	Jun 17, 2015
Attachment_5 _General_Financial_Information.pdf	PDF	Jun 17, 2015
Attachment_1 _Airfield_Civil_Works_SOW_(6_Mar_15).pdf	PDF	Jun 17, 2015
Attachment_3 _Line_item_Descriptions.xlsx	XLSX spreadsheet	Jun 17, 2015
Attachment_4 _DBA__FL150201.pdf	PDF	Jun 17, 2015
FA4819-15-B-0001_(DRAFT).pdf	PDF	Apr 20, 2015
Attachment_2 _Bid_Schedule_(DRAFT).pdf	PDF	Apr 20, 2015
Attachment_4 _DBA__FL150201_(DRAFT).pdf	PDF	Apr 20, 2015
Attachment_1 _Airfield_Civil_Works_SOW_(DRAFT).pdf	PDF	Apr 20, 2015
Attachment_3 _Line_item_Descriptions_(DRAFT).pdf	PDF	Apr 20, 2015

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L A

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G I H

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9 A

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XLWU 14-2052G

N/A

PROJECT:

N/A

SHEET OF 121

B Y:

REPAIR AIRFIELD PAVEMENT

TYNDALL A.F.B., FLORIDA

PROJECT No. XLWU 14-2052G

PROJECT LOCATION DRAWING INDEX

SHEET DESCRIPTION OF SHEET

C1 COVERSHEET

C2 GENERAL NOTES

C3 MASTER ENGINEERING PLAN

C4 EXISTING CONDITIONS

C5 C5.1 C6

TAXIWAY F PAVEMENT REPAIR

C6.1

TAXIWAY F PAVEMENT MARKINGS

C7 TAXIWAY C PAVEMENT REPAIR

C7.1 TAXIWAY C PAVEMENT MARKINGS

PANAMA CITY, FLORIDA

TYNDALL AFB

MAIN FLIGHTLINE

TYNDALL AFB

DRONE FLIGHTLINE

GULF OF MEXICO

C O M B A T

M M A

N D

NOT FOR CONSTRUCTION

C8 HANGAR 3 & 4 APRON PAVEMENT REPAIR

C8.1 HANGAR 3 & 4 APRON PAVEMENT MARKINGS

RUNWAY 14R/32L PAVEMENT REPAIR

RUNWAY 14R/32L PAVEMENT MARKINGS

L A

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XLWU 14-2052G

N/A

PROJECT:

N/A

SHEET OF 122

B Y:

C O M B A T

M M A

N D

NOT FOR CONSTRUCTION

L N

GENERAL NOTES

1. THE CONTRACTING OFFICER MAY MAKE MINOR ELEVATION OR DIMENSIONAL ADJUSTMENT TO THE WORK DURING DESIGN AND CONSTRUCTION; SHOULD SUCH ADJUSTMENTS BE NECESSARY TO BETTER FIT THE WORK TO FIELD CONDITIONS.

2. THE INFORMATION CONTAINED HEREIN IS BASED ON HISTORICAL LINE WORK AND BORING DATA CONTAINED IN PAVEMENT EVALUATIONS AND CONDITION INDEX SURVEYS, THE GOVERNMENT DOES PROVIDE ANY GUARANTEES OR WARRANTIES AS TO THE ACCURACY OF THE INFORMATION;

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE INFORMATION.

3. DIMENSIONS PROVIDE HEREIN ARE APPROXIMATE TO CONVEY PROJECT INTENT AND DOES NOT ALLEVIATE THE CONTRACTOR THE RESPONSIBILITY TO FIELD VERIFY SITE CONDITIONS.

4. QUESTIONS REGARDING THE WORK THAT MAY AFFECT A BID PROPOSAL, INCLUDING BUT NOT LIMITED TO TECHNICAL ASPECTS OR PAYMENT PROVISIONS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER. SUBMITTAL OF A BID WILL SERVE AS AN INDICATION THAT THE BIDDER FULLY UNDERSTANDS THE SCOPE OF WORK TO BE ACCOMPLISHED AND THE PAYMENT PROVISIONS THAT HAVE BEEN ESTABLISHED.

5. CONTRACTOR IS NOT TO DISTURB CONTROLS IN ANY MANNER UNLESS DIRECTED BY CONTRACTING OFFICER.

6. PAVEMENT, GROUND OR ANY GOVERNMENT PROPERTY DISTURBED BY HAULING OPERATIONS OR CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO A PRE-CONSTRUCTION CONDITION OR BETTER TO THE SATISFACTION OF THE CONTRACTING OFFICER AT THE CONTRACTOR'S EXPENSE. NO

SEPARATE PAYMENT WILL BE MADE FOR THIS WORK.

7. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES PRIOR TO THE DESIGN PORTION OF THE PROJECT. LOCATION, DEPTH, TYPE AND MATERIAL OF UTILITIES TO BE INCLUDED IN THE DESIGN PLANS.

8. CONTRACTOR SHALL COORDINATE ALL ACTIVITIES WITH AIRFIELD MANAGEMENT AND OTHER AIRFIELD CONTRACTORS. COORDINATION EFFORTS, DELAYS AND OTHER IMPACTS THAT MAY OCCUR SHALL NOT BE CAUSE FOR CLAIM AND ARE NOT REIMBURSABLE.

9. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS, WAIVERS AND APPROVALS FROM LOCAL, STATE AND FEDERAL ENTITIES PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.

10. WHERE CONCRETE REMOVAL IS SPECIFIED, CONTRACTOR SHALL REMOVE TO THE NEAREST JOINT. REMOVAL OF PARTIAL CONCRETE SLABS WILL NOT BE PERMITTED, UNLESS APPROVED IN WRITING FROM CONTRACTING OFFICER.

11. CONTRACTOR TO PERFORM FULL DEPTH REMOVAL OF PAVEMENT, BASE COURSE AND SUBGRADE TO A MINIMUM DEPTH OF 12" BELOW NEW BASE COURSE ELEVATION. REPLACE WITH NEW PAVEMENT, BASE COURSE AND SUBGRADE PER SPECIFICATIONS AND UFC REQUIREMENTS.

12. REMOVAL OF CONCRETE WILL REQUIRE A FULL DEPTH DOUBLE SAW CUT AT THE JOINT BETWEEN THE AREA TO BE REMOVED AND REMAIN. INITIAL CUT TO BE PERFORMED AT THE JOINT WITH A SECONDARY CUT OFFSET A MINIMUM OF 1 FOOT INTERIOR TO THE AREA TO BE REMOVED.

DAMAGE TO ADJACENT CONCRETE WILL REQUIRE THE CONTRACTOR TO PERFORM A FULL SLAB REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE.

13. CONCRETE JOINTS SHALL BE 12.5' LONGITUDINALLY AND TRANSVERSELY WHERE SITE CONDITIONS ALLOW. THE LENGTH TO WIDTH RATIO FOR CONCRETE SLABS SHALL NOT EXCEED 0.75 to 1.25.

14. TYPICAL PAVEMENT REPAIR SECTION CONSISTS OF 12" PCC, 6" GRADED AGGREGATE BASE AND 12" COMPACTED SUBGRADE, SEE SPECIFICATION FOR MORE INFORMATION.

15. DOWELS INSTALLED WITH METHOD OTHER THAN DRILL AND EPOXY SHALL REQUIRE A WIRE DOWEL BASKET.

16. EXTENSIVE STOCKPILED MATERIALS WILL NOT BE PERMITTED WITHIN THE CONSTRUCTION ACTIVITY AREAS, AIRFIELD OPERATIONS AREAS AND APPROACH ZONES. EXTENSIVE STOCKPILES SHALL BE AS DEFINED BY THE CONTRACTING OFFICERS' REPRESENTATIVE.

17. OPEN TRENCHES, EXCAVATIONS, AND STOCKPILED MATERIAL AT THE CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED WITH ORANGE FLAGS AND LIGHTED WITH FLASHING YELLOW LIGHTS UNITS DURING HOURS OF RESTRICTED VISIBILITY AND/OR DARKNESS. UNDER NO CIRCUMSTANCES ARE FLARE POTS TO BE NEAR AIRCRAFT OPERATION AREAS. STOCKPILED MATERIAL WILL BE CONSTRAINED IN A MANNER TO PREVENT DISLOCATION THAT MAY RESULT FROM AIRCRAFT JET BLAST OR WIND. MATERIAL SHOULD NOT BE STORED NEAR AIRCRAFT OPERATING

AREAS OR PAVEMENT AREAS.

18. RUNWAYS, TAXIWAYS AND APRONS CLOSED TEMPORARILY TO ALLOW THE PASSAGE OF CONSTRUCTION TRAFFIC SHALL BE KEPT FREE OF ALL DEBRIS (I.E. SOIL, GRAVEL, BOLTS, NUTS AND ETC.) AT ALL TIMES. ANY INCIDENTAL SPILLAGE OF ANY SUCH MATERIALS SHALL BE CLEANED UP BY THE CONTRACTOR BY MEANS OF AN APPROVED METHOD BEFORE THE RUNWAY, TAXIWAY OR APRON IS REPOPENED TO AIRCRAFT TRAFFIC. CONTRACTOR IS REQUIRED TO HAVE A VACUUM TRUCK AND A SWEEPER ON SITE AT ALL TIMES. CONTRACTOR SHALL DESIGNATE PERSONNEL TO PERIODICALLY INSPECT CONSTRUCTION AREAS TO DETERMINE IF ANY SUCH DEBRIS IS PRESENT. INSPECTIONS SHALL BE MADE AT LEAST DAILY THAT THE FREQUENCY OF THESE INSPECTIONS SHALL BE MADE AT LEAST DAILY. CONTRACTING OFFICER MAY REQUIRE THE FREQUENCY OF THESE INSPECTIONS BE INCREASED IF CONSTRUCTION ACTIVITIES AREA SUCH A NATURE THAT DEBRIS IS MORE LIKELY TO BE DEPOSITED ON A RUNWAY, TAXIAWY OR APRON. ADDITIONAL INSPECTION AND VACUUM TRUCK AND SWEEPER REQUIREMENTS ARE CONSIDERED INCIDENTAL TO CONSTRUCTION FOR AIRFIELD ENVIRONMENTS AND THE COST OF THE CONTRACT AND WILL NOT BE PAID FOR SEPARATELY.

19. CONTRACTOR'S HAUL ROUTE SHALL NOT INCLUDE ANY ACTIVE RUNWAY OR ACTIVE TAXIWAY NOR CROSS INTO ANY ACTIVE RUNWAY OR TAXIWAY SAFETY AREA, ACTIVE RUNWAY OR ACTIVE TAXIWAY.

20. USE AND LOCATION OF HAUL ROUTES, STOCKPILE AREAS, LAY DOWN YARDS, EMPLOYEE PARKING AREAS AND ETC. WILL BE DISCUSSED PRIOR TO DESIGN EFFORTS. AGREED LOCATIONS SHALL BE INCORPORATE INTO THE CONSTRUCTION PLANS.

21. ALL COST RELATED TO COMPLIANCE WITH SECURITY PROVISIONS OF THE CONTRACT INCLUDING THE COST FOR BADGING, BACKGROUND CHECKS, AIRFIELD DRIVING LICENSURE AND ETC. SHALL BE INCLUDED IN THE CONTRACT PRICE AND NO SEPARATE MEASUREMENT OF PAYMENT OR

PAYMENT WILL BE MADE FOR COMPLIANCE WITH SECURITY REQUIREMENTS.

22. CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING AND CONTROLLING ALL CONSTRUCTION ACTIVITIES IN SUCH A MANNER AS TO:

A. MAINTAIN SAFETY OF AIRCRAFT OPERATIONS, ESPECIALLY IN AREAS WHERE OPERATIONS ARE RESTRICTED DURING THE PROJECT.

B. MAINTAIN SAFETY OF CONSTRUCTION ACTIVITIES

C. MINIMIZE CONFLICTS BETWEEN AIRCRAFT OPERATIONS AND CONSTRUCTION ACTIVITIES

D. MINIMIZE DELAYS TO CONTRACTOR'S OR SUBCONTRACTOR'S ACTIVITIES.

E. KEEP AIRFIELD OPERATIONAL OR ALL USER AIRCRAFT WITH MINIMUM TIME FOR TAXIWAY CLOSURES A NECESSITY.

F. MAINTAIN SAFE OPERATION OF AUTOMOBILE TRAFFIC WHICH MIGHT BE HAMPERED BY CONSTRUCTION ACTIVITIES OR TRAFFIC.

18. CONTRACTOR AND SUBCONTRACTOR PERSONNEL SHALL REMAIN WITHIN THE LIMITS OPEN TO CONSTRUCTION ACTIVITIES AT ALL TIMES, UNLESS EMERGENCY CONDITIONS WARRANT OTHERWISE. THESE AREAS WILL BE DEFINED BY THE GOVERNMENT.

19. CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR INITIATING AND SUPERVISING ALL SAFETY REQUIREMENTS.

20. CONTRACTOR SHALL ASSURE THE SAFETY OF AIRCRAFT OPERATIONS AND MOVEMENTS ON THE ACTIVE RUNWAYS, TAXIWAYS AND APRONS WITHIN THE VICINITY OF WORK. CONSTRUCTION AREAS NEAR ADJOINING RUNWAYS, TAXIWAYS AND APRONS SHALL BE IDENTIFIED WITH LOW PROFILE BARRICADES WITH LIGHTS TO DELINEATE CONSTRUCTION AREAS. CONSTRUCTION AREAS MUST REMAIN FREE AND CLEAR OR DEBRIS. BARRICADES SHALL BE SUFFICIENTLY TO PROTECT AGAINST PROP WASH, JET BLAST AND/OR WIND.

21. CONTRACTOR SHALL COORDINATE RUNWAYS, TAXIWAYS AND APRONS WITH CONS, CE AND AIRFIELD MANAGEMENT. ALL REQUESTED CLOSURES ARE SUBJECT TO AIR OPERATIONS SCHEDULING APPROVAL.

22. CONTRACTOR WILL BE REQUIRED TO SUBMIT A COMPLETE DOCUMENT DESCRIBING HOW THE WORK WILL BE ACCOMPLISHED IN ACCORDANCE WITH THE CONSTRUCTION AND PHASING PLAN A MINIMUM OF 14 DAYS PRIOR TO CONSTRUCTION. COMMENCE CONSTRUCTION PENDS

APPROVAL OF COMPLIANCE DOCUMENTS.

23. ALL WORK SHALL COMPLY WITH UNIFIED FACILITIES CRITERIA SECTION 14 “CONSTRUCTION PHASING PLAN AND OPERATIONAL SAFETY ON AIRFIELDS DURING CONSTRUCTION” UNLESS GOVERNMENT DIRECTED OTHERWISE.

24. CONTRACTOR SHALL BE REQUIRED TO FURNISH ALL MATERIALS AND PERFORM ALL WORK FOR THE PROPER INSTALLATION, MAINTENANCE AND REMOVAL OF TEMOPRARY EROSION CONTROL MEASURES NECESSARY TO MITIGATE THE OFF-SITE DISCAHRGE OF SEDIMENTS.

25. THE CONTRACTOR IS RESPONSIBLE GOT THE REMOVAL OF ANY SEDIMENT THAT MIGRATES OFF-SITE OR INTO THE STORM DRAINAGE SYSTEM.

TW-A:T10A

STW-A:TSA01

OR-14R/32L:O06C

OR-14R/32L:O05C

OR-14R/32L:O07C

AP-HRDSTND:A05B1

AP-HRDSTND:A05B2

TW-A:T20A

TW-A:T21C

TW-P:T19A

SAP-W_ARM:AS06B

STW-A:TS21C

TW-C:T22C

AP_WESTARM:A06B

TW-C:T43C

TW-P:T30A

AP-MAIN95:A07B1

AP-MAIN95:A07B2

TW-P:T31A

AP-MAIN95:A08B1

AP-HANG1/2:A19B

AP-MAIN95:A07B3

AP-HANG1/2:A21B

AP-MAIN95:A08B2

AP-HANG1/2:A20B

AP-MAIN2ND:A09B1

TW-P:T32A

TW-P:T41A

TW-D:T23C

STW-D:TSD03

TW-P:T33A

TW-E:T44C1

TW-E:T24CTW-E:T44C2

TW-P:T34A

TW-P:T35A

TW-P:T41A

TW-P:T36A TW-F:25A

TW-G:T26C

TW-G:T27A1

TW-GT27A2

TW-P:T37A

TW-H:T38A

AP-HANG3:A22B

AP-MAIN2ND:A09B2

AP-HANG3:A23B

AP-HANG4:A24B

AP-MAINTRS:A10B2

AP-HANG4:25B

AP-MAINTRS:A10B1

AP-MAINTRS:A11B

AP-MAINTRS:A12B

AP-MAINTRS:A13B

AP-MAINTRS:A14B

AP-GOAT:A27B

AP-GOAT:A26B

APMAINTRS:A15B

APHANG5:A28B

APHANG5:A41B

APHANG5:A40B

APHANG5:A44B

APHANG5:A45B

APHANG5:A46B

AP-MAINOF:A16B

AP-RINSE:A43B

STW-P:TSP01

TW-H:T28A1

TW-H:T28A3 STW-H:TSH01

AP-HANGAC:A42B1

AP-HANGAC:A42B2

TW-H:T28A2

AP-HANGACC:A33B

AP-HANGACC:A30B

AP-HANGACC:A32B

AP-HANGACC:A29B

AP-HANGACC:A31B

AP-EASTARM:A17B

TW-J:T29A

TW-J:T42A

STW-J:TSJ01

AP-WARMUP:A47B

SAP-WARMUP:AS47B

TW-POWER:T39C

AP-POWER:A35B

AP-POWER:A34B

RW-14R/32L:R07A2

RW-14R/32L:R07A1

TW-B:T11A

TW-B:T12C

RW-14R/32L:R08C2

RW-14R/32L:R08C1

RW-14R/32L:R18C2

RW-14R/32L:R18C1

TW-D:T13C

STW-D:TSD02

TW-G:T14A

TW-G:T15C

SR-14R/32L:RS32L

TW-F:T17A

TW-F:T16C

RW-14R/32L:R10C

RW-14R/32L:R11C

RW-14R/32L:R09C2

RW-14R/32L:R09C1

RW-14R/32L:R13A

RW-14R/32L:R12C

RW-14R/32L:R20A2

RW-14R/32L:R20A1

OR-14R/32L:O08A

SR-14R/32L:RS32L

STW-J:TSJ01

OR-14L/32R:O01C

OR-14L/32R:O02C

RW-L/32R:R01A2

RW-14L/32R:R01A1

RW-L/32R:R02C

RW-14L/32R:R03C

RW-L/32R:R04C

RW-14L/32R:R21C

RW-14L/32R:R22C

RW-L/32R:R05C

RW-14L/32R:R23C

RW-L/32R:R06A2

RW-14L/32R:R06A1

OR-14L/32R:O04C

OR-14L/32R:O03C

SR-14L/32R:RS32R

TW-K:T09A

STW-K:TSK01

AP-ALERT:A03B1

AP-ALERT:A03B3

AP-ALERT:A03B2

TW-B:T04C

TW-B:T05C

TW-B:T02C1

TW-B:T02C2

TW-F:T41A1

TW-F:T41A2

TW-F:T41A3

TW-G:T06C

TW-G:T07C

TW-D:T03C

TW-H:T18A

STW-H:TSH02

500'

250'

1000'

L A

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-2

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G I H

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9 A

L A

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-6

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SCALE H: V:

XLWU 14-2052G

N/A

PROJECT:

1"=500'

SHEET OF 123

B Y:

C O M B A T

M M A

N D

NOT FOR CONSTRUCTION

TBD

FACILITY

NUMBER

RW-14R/32L:R08C1

BRANCH IDENTIFIER

SECTION IDENTIFIERPAVEMENT SECTION PROPERTIES TABLE

PAVEMENT BASE COURSE SUBGRADESECTION

3" ASPHALT UNKNOWN SILTY SANDR 02 C

12" PCC 7" GAB SILTY SANDR 01 A1

12" PCC 7" GAB SILTY SANDR 01 A2

12" PCC 6" GAB SILTY SANDR 03 C

9.25" PCC UNKNOWN SILTY SANDR 04 C

12" PCC 6" GAB SILTY SANDT 41 A2

6.25" PCC UNKNOWN SILTY SANDT 41 A3

2" ASPHALT 6" GAB SILTY SANDRS 32 R

3" ASPHALT UNKNOWN SILTY SANDR 02 C

OVERLAY

N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A

RWY 14L KEEL

TAXIWAY F

REPAIR AREA

PAVEMENT SECTION PROPERTIES TABLE

PAVEMENT BASE COURSE SUBGRADESECTION

12" PCC 6" GAB SILTY SANDT 43 C

6.25" PCC 8" SAND/CLAY SILTY SANDT 22 C

15.5" PCC 15" SAND SILTY SANDT 31 A

13" PCC UNKNOWN SILTY SANDA 09 B1

9.25" PCC UNKNOWN SILTY SANDA 09 B2

6" PCC 8" SAND/CLAY SILTY SANDA 22 B

13.5" PCC UNKNOWN SILTY SANDA 23 B

10" PCC UNKNOWN SILTY SANDA 24 B

4.5" ASPHALT 7" AC/SAND SILTY SAND0 08 A

12.25" ASPHALT 8" GAB SILTY SANDT 42 A

OVERLAY

N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A

TAXIWAY C

HANGAR 3&4

REPAIR AREA

32L OVERRUN

PAVEMENT SECTION PROPERTIES TABLE

PAVEMENT BASE COURSE SUBGRADESECTION

6.25" PCC * 8" SAND/CLAY SILTY SANDR 08 C1

5.50" PCC * 8" SAND/CLAY SILTY SANDR 08 C2

15.5" PCC UNKNOWN SILTY SANDR 09 C1

13" PCC UNKNOWN SILTY SANDR 09 C2

OVERLAY

10.25" ASPHALT

6" ASPHALT

11.5" ASPHALT

9" ASPHALT

RWY 14R/32L

REPAIR AREA

* - DENOTES CRACK & SEAT CONCRETE PAVEMENT

PCC - PORTLAND CEMENT CONCRETE

GAB - GRADED AGGREGATE BASE

AC - ASPHALTIC CONCRETE

RWY 14R/32L

TWY B

RWY 14L/32R

TWY B

TWY F

Y F

Y D

Y J

TWY K

Y H

TWY P TWY P TWY P

TWY G

TWY J

C8C4 D

C7C4 C

C5C4 A

C6C4 B

500'

250'

1000'

L A

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-2

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G I H

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9 A

L A

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-6

) 2

-0

SCALE H: V:

XLWU 14-2052G

N/A

PROJECT:

1"=500'

SHEET OF 124

B Y:

C O M B A T

M M A

N D

NOT FOR CONSTRUCTION

RUNWAY 14L/32R

EXISTING PAVEMENT: 6" PORTLAND CEMENT CONCRETE

EXISTING JOINT SPACING: RANDOM

EXISTING BASE COURSE: UNKNOWN

PAVEMENT REPAIR LIMITS

FULL DEPTH REMOVAL OF PAVEMENT, BASE

COURSE AND SUBGRADE TO A MINIMUM DEPTH OF

12" BELOW NEW BASE COURSE ELEVATION

150'

25'

60'

30'

120'

L A

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-2

R F t h

G I H

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W I

L A

5T H

L E

9 A

L A

, F

) 2

-6

) 2

-0

SCALE H: V:

XLWU 14-2052G

N/A

PROJECT:

1"=60'

SHEET OF 125

B Y:

C O M B A T

M M A

N D

NOT FOR CONSTRUCTION

C5C4 A

TAXIWAY F REPAIR

PAVEMENT REPAIR LIMITS

AIRFIELD MARKINGS WITHIN THE PAVEMENT REPAIR

LIMITS AND ADJACENT AREAS AFFECTED BY CONSTRUCTION

TO BE PAINTED PER ETL 04-2 AND SITE CONDITIONS

25'

60'

30'

120'

L A

E, F

-2

R F t h

G I H

E T

W I

L A

5T H

L E

9 A

L A

, F

) 2

-6

) 2

-0

SCALE H: V:

XLWU 14-2052G

N/A

PROJECT:

1"=60'

SHEET OF 126

C5.1

B Y:

C O M B A T

M M A

N D

NOT FOR CONSTRUCTION

4720'

EXISTING PAVEMENT: 11.5" ASPHALTIC CONCRETE

EXISTING BASE COURSE: 6.75" CRACK & SEAT CONCRETE

EXISTING PAVEMENT: 9" ASPHALTIC CONCRETE

EXISTING BASE COURSE: 7" CRACK & SEAT CONCRETE

PAVEMENT REPAIR LIMITS

CONTRACTOR TO PERFORM

2" MILL & HMA OVERLAY

50'

25'

100'

L A

E, F

-2

R F t h

G I H

E T

W I

L A

5T H

L E

9 A

L A

, F

) 2

-6

) 2

-0

SCALE H: V:

XLWU 14-2052G

N/A

PROJECT:

1"=50'

SHEET OF 127

B Y:

C O M B A T

M M A

N D

NOT FOR CONSTRUCTION

C6C4 B

RUNWAY 14R/32L PAVEMENT REPAIR

50'

25'

100'

PAVEMENT REPAIR LIMITS

AIRFIELD MARKINGS WITHIN THE PAVEMENT REPAIR

LIMITS AND ADJACENT AREAS AFFECTED BY CONSTRUCTION

TO BE PAINTED PER ETL 04-2 AND SITE CONDITIONS

L A

E, F

-2

R F t h

G I H

E T

W I

L A

5T H

L E

9 A

L A

, F

) 2

-6

) 2

-0

SCALE H: V:

XLWU 14-2052G

N/A

PROJECT:

1"=50'

SHEET OF 128

C6.1

B Y:

C O M B A T

M M A

N D

NOT FOR CONSTRUCTION

EX. PAVEMENT: 6.25" PORTLAND CEMENT CONCRETE

EX. JOINT SPACING: 10' LONGITUDINAL / 15' TRANSVERSE

EX. BASE COURSE: 8" SAND / CLAY

100'

RUNWAY 14R/32L

TAXIWAY P

PAVEMENT REPAIR LIMITS

FULL DEPTH REMOVAL OF PAVEMENT,

BASE COURSE AND SUBGRADE TO A

MINIMUM DEPTH OF 12" BELOW NEW

BASE COURSE ELEVATION

50'

25'

100'

L A

E, F

-2

R F t h

G I H

E T

W I

L A

5T H

L E

9 A

L A

, F

) 2

-6

) 2

-0

SCALE H: V:

XLWU 14-2052G

N/A

PROJECT:

1"=50'

SHEET OF 129

B Y:

C O M B A T

M M A

N D

NOT FOR CONSTRUCTION

C7C4 C

TAXIWAY C REPAIR

LIMITS AND ADJACENT AREAS AFFECTED BY CONSTRUCTION

TO BE PAINTED PER ETL 04-2 AND SITE CONDITIONS

50'

25'

100'

L A

E, F

-2

R F t h

G I H

E T

W I

L A

5T H

L E

9 A

L A

, F

) 2

-6

) 2

-0

SCALE H: V:

XLWU 14-2052G

N/A

PROJECT:

1"=50'

SHEET OF 1210

C7.1

B Y:

C O M B A T

M M A

N D

NOT FOR CONSTRUCTION

EXISTING PAVEMENT: 13.55" PORTLAND CEMENT CONCRETE

EXISTING JOINT SPACING: 25' LONGITUDINAL / 20' TRANSVERSE

EXISTING BASE COURSE: UNKNOWN

95TH RAMP

EXISTING PAVEMENT: 6" PORTLAND CEMENT CONCRETE

EXISTING JOINT SPACING: 10' LONGITUDINAL / 15' TRANSVERSE

EXISTING BASE COURSE: 8" SAND / CLAY

EXISTING PAVEMENT: 10" PORTLAND CEMENT CONCRETE

EXISTING JOINT SPACING: 25' LONGITUDINAL / 20' TRANSVERSE

EXISTING BASE COURSE: UNKNOWN

200'

71'

75' 225'

FULL DEPTH REMOVAL OF PAVEMENT, BASE

COURSE AND SUBGRADE TO A MINIMUM DEPTH

OF 12" BELOW NEW BASE COURSE ELEVATION

PAVEMENT REPAIR LIMITS

110'

50'

25'

100'

L A

E, F

-2

R F t h

G I H

E T

W I

L A

5T H

L E

9 A

L A

, F

) 2

-6

) 2

-0

SCALE H: V:

XLWU 14-2052G

N/A

PROJECT:

1"=50'

SHEET OF 1211

B Y:

C O M B A T

M M A

N D

NOT FOR CONSTRUCTION

4 A

C8C4 D

HANGAR 3 & 4 APRON PAVEMENT REPAIR

LIMITS AND ADJACENT AREAS AFFECTED BY CONSTRUCTION

TO BE PAINTED PER ETL 04-2 AND SITE CONDITIONS

50'

25'

100'

L A

E, F

-2

R F t h

G I H

E T

W I

L A

5T H

L E

9 A

L A

, F

) 2

-6

) 2

-0

SCALE H: V:

XLWU 14-2052G

N/A

PROJECT:

1"=50'

SHEET OF 1212

C8.1

B Y:

C O M B A T

M M A

N D

NOT FOR CONSTRUCTION

4 A

C5.1

C6.1

C7.1

C8.1

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