N6274224R6716_0001 w.attachments.pdf

PDF 21 MB Posted Aug 12, 2024

Attached to: D/B UFC Repair Taxiways D-E and C-E At Basa Airbase, Floridablanca, Philippines
Solicitation number: N6274224R6716
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Aug 13, 2024

This document is a solicitation for the Design-Build (D/B) repair of Taxiways D-E and C-E at Basa Air Base in Floridablanca, Philippines. The solicitation includes details on a pre-proposal site visit (PPSV) scheduled for August 8, 2024 at 8:00 AM, where contractors must arrive at the main gate of Basa Air Base. The deadline for submitting pre-proposal inquiries (PPIs) is August 15, 2024. The solicitation is issued by the Department of the Navy Naval Facilities Engineering Command (NAVFAC). Contractors are required to provide design and construction services to repair the specified taxiways at the Basa Air Base in the Philippines.

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Other files

File	Type	Posted
Released_AMD0003_24R6716.pdf	PDF	Aug 22, 2024
Released amd2_n6274224R6716.pdf	PDF	Aug 21, 2024
Exhibit A_24R6716_PPI_Fillable.xlsx	XLSX spreadsheet	Jul 23, 2024
Exhibit A_24R6716_PPI_Fillable.docx	DOCX document	Jul 23, 2024
RELEASED RFP 24R6716.pdf	PDF	Jul 23, 2024
Exhibit D - BOQ 24R6716_fillable.xlsx	XLSX spreadsheet	Jul 23, 2024

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ACQR6062742

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

N6274224R6716 D/B UFC Repair of Taxiw ays D-E and C-E, Basa Air Base, Floridablanca, Pampanga, Philippines.

Detail of Amendment 0001 begins on the next page.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 09-Aug-2024

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X N6274224R6716

X 9B. DATED (SEE ITEM 11)

22-Jul-2024

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

09-Aug-2024

CODE

NAVFAC ROICC THAILAND (US EMBASSY)

7 SATHORN TAI ROAD

BANGKOK THAILAND 10120

N62742 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N6274224R6716

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMD 0001 PART 6

The following changes will be considered part of this solicitation:

A. Proposal due date is unchanged and remains 23 August 2024, no later than 11:00 a.m. Thailand time.

B. Part 6, replace the entire Part 6 under this solicitation as attached.

C. All other terms and conditions remain unchaged.

(End of Summary of Changes)

D/B UFC Repair of Taxiways D-E and Taxiways C-E, Basa Air Base N6274224R6716_0001

Floridablanca, Pampanga, Philippines Part 6

Amendment 0001

PART 6 – Page 1 of 31

SBU - CONTRACTING AND ACQUISITIONS

PART 6

ATTACHMENTS

ATTACHMENT 1: LOCATION AND PHOTOS OF EXISTING CONDITION

Figure 1: Project Location Map

PHOTOS: TAXIWAY LOCATIONS

Photo 1: View of Taxiway D toward Taxiway E. Photo taken from Runway 21

Photo 2: Raveling, weathering distresses and patching at Taxiway D

Photo 3: Raveling and weathering distresses at Taxiway D

Photo 4: Raveling and weathering distresses at Taxiway D

Photo 5: View of transition from Taxiway D to Taxiway E

Photo 6: Raveling and weathering distresses at Taxiway D to E

Photo 7: View of transition from Taxiway D to Taxiway E

Photo 8: Raveling and weathering distresses at Taxiway D to E

Photo 9: Taxiway E to Taxiway C (right), looking south

Photo 10: Raveling and weathering distresses at Taxiway E

Photo 11: Taxiway E (front) and Taxiway C (right), looking towards the runway

Photo 12: Raveling and weathering distresses at Taxiway C. (Center) Buried electrical wire of existing taxiway edge lighting crossing Taxiway C

Photo 13: Buried electrical wire of existing taxiway edge lighting crossing Taxiway C

Photo 14: View of Taxiway C and Runway intersection

Photo 15: Intersection of Runway (left) and Taxiway C (right)

Photo 16: Intersection of Runway (left) and Taxiway C (right)

Photo 17: Raveling and weathering at runway-to-Taxiway C intersection

Photo 18: View of Taxiway E section, from Taxiway C to Taxiway B

Photo 19: View of Taxiway E, looking north

Photo 20: View of Taxiway E, at the end of Taxiway E repair. Existing ramp on left

Photo 21: Taxiway E, transition from recently completed asphalt overlay to existing Taxiway E pavement for repair

Photo 22: Taxiway E (front) and Taxiway B (rear) intersection

ATTACHMENT 2: AS-BUILT DRAWINGS OF RUNWAY AND TAXIWAYS A, B and PORTION

OF E

ATTACHMENT 3: PAVEMENT EVALUATION REPORT

ATTACHMENT 4: HISTORICAL WEATHER DATA

ATTACHMENT 5: AFP BUILDING PERMIT REQUIREMENTS

ATTACHMENT 6: BASE ACCESS REQUEST REQUIREMENTS

ATTACHMENT 7: CONSTRUCTION TRUCK ACCESS & HAULING ROUTE

Amendment 0001

PART 6 – Page 2 of 31

SBU - CONTRACTING AND ACQUISITIONS

ATTACHMENT 1: LOCATION AND PHOTOS OF EXISTING CONDITION

TW-D

TW-C

-E

TW-B

TW-A

HADR

RWY 21

RWY 03

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Amendment 0001

PART 6 – Page 3 of 31

SBU - CONTRACTING AND ACQUISITIONS

Figure 1: Project Location Map

IVO 14°59'17.38"N, 120°29'47.16"E

ATTACHMENT 2: EXISTING CONDITIONS, TAXIWAY PHOTOS (EXISTING

CONDITIONS, FEB 2024)

PHOTOS: TAXIWAY LOCATIONS

Photo 1: View of Taxiway D toward Taxiway E. Photo taken from Runway 21

Photo 2: Raveling, weathering distresses and patching at

Taxiway D

Photo 3: Raveling and weathering distresses at Taxiway D Photo 4: Raveling and weathering distresses at Taxiway

HADR

Amendment 0001

PART 6 – Page 4 of 31

Photo 5: View of transition from Taxiway D to Taxiway E Photo 6: Raveling and weathering distresses at Taxiway D to E

Photo 7: View of transition from Taxiway D to Taxiway E Photo 8: Raveling and weathering distresses at Taxiway D to E

Amendment 0001

PART 6 – Page 5 of 31

Photo 9: Taxiway E to Taxiway C (right), looking south Photo 10: Raveling and weathering distresses at Taxiway E

Photo 11: Taxiway E (front) and Taxiway C (right), looking towards the runway

Photo 12: Raveling and weathering distresses at Taxiway

C. (Center) Buried electrical wire of existing taxiway edge lighting crossing Taxiway C

Amendment 0001

PART 6 – Page 6 of 31

Photo 13: Buried electrical wire of existing taxiway edge lighting crossing Taxiway C

Photo 14: View of Taxiway C and Runway intersection

Photo 15: Intersection of Runway (left) and Taxiway C

(right)

Photo 16: Intersection of Runway (left) and Taxiway C

(right)

Amendment 0001

PART 6 – Page 7 of 31

Photo 17: Raveling and weathering at runway-to-Taxiway

C intersection

Photo 18: View of Taxiway E section, from Taxiway C to

Taxiway B

Photo 19: View of Taxiway E, looking north Photo 20: View of Taxiway E, at the end of Taxiway E repair. Existing ramp on left.

Amendment 0001

PART 6 – Page 8 of 31

Photo 21: Taxiway E, transition from recently completed asphalt overlay to existing Taxiway E pavement for repair.

Photo 22: Taxiway E (front) and Taxiway B (rear) intersection

Part 6 - A2.1 - Runway Lights As-Built N6274224R6716_0001

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC

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AS SHOWN

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AutoCAD SHX Text NAVAL FACILITIES ENGINEERING SYSTEM COMMAND PACIFIC Joint Base Pearl Harbor-Hickam

AutoCAD SHX Text DESIGN-BUILD UFC REPAIR OF RUNWAY AND OVERRUN BASA AIR BASE Basa Air Base, Pampanga, Philippines

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CONTRACT NUMBER N62742-22-F-4033 RECORD DRAWINGS, 25 AUGUST 2023

AutoCAD SHX Text ECC - SAN ANTONIO COLONNADE CENTER 9830 COLONNADE BLVD, STE 240 SAN ANTONIO, TX 78230 TEL: +1 (210) 641-1415

AutoCAD SHX Text UNIT 290, 15TH AVENUE, CUBAO, QUEZON CITY METRO MANILA, PHILIPPINES TEL: +632 912 4036

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RECORD DRAWINGS DATED : 08/25/2023

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AutoCAD SHX Text 0+840

AutoCAD SHX Text 0+860

AutoCAD SHX Text 0+880

AutoCAD SHX Text 1+060

AutoCAD SHX Text 1+120

AutoCAD SHX Text 1+160

AutoCAD SHX Text 1+180

AutoCAD SHX Text 1+200

AutoCAD SHX Text 1+220

AutoCAD SHX Text 1+240

AutoCAD SHX Text 1+360

AutoCAD SHX Text 1+380

AutoCAD SHX Text 1+400

AutoCAD SHX Text 1+460

AutoCAD SHX Text 1+500

AutoCAD SHX Text 1+520

AutoCAD SHX Text 1+540

AutoCAD SHX Text 1+560

AutoCAD SHX Text 1+580

AutoCAD SHX Text 1+620

AutoCAD SHX Text 1+640

AutoCAD SHX Text 1+660

AutoCAD SHX Text 1+680

AutoCAD SHX Text 1+700

AutoCAD SHX Text 1+720

AutoCAD SHX Text 1+740

AutoCAD SHX Text 1+760

AutoCAD SHX Text 1+780

AutoCAD SHX Text 1+800

AutoCAD SHX Text 1+820

AutoCAD SHX Text 1+840

AutoCAD SHX Text 1+860

AutoCAD SHX Text 1+880

AutoCAD SHX Text 1+900

AutoCAD SHX Text 1+920

AutoCAD SHX Text 1+940

AutoCAD SHX Text 1+960

AutoCAD SHX Text 2+120

AutoCAD SHX Text 2+140

AutoCAD SHX Text 2+160

AutoCAD SHX Text 2+180

AutoCAD SHX Text 2+200

AutoCAD SHX Text 2+220

AutoCAD SHX Text 2+240

AutoCAD SHX Text 2+280

AutoCAD SHX Text 2+300

AutoCAD SHX Text 2+320

AutoCAD SHX Text 2+340

AutoCAD SHX Text 2+360

AutoCAD SHX Text 2+380

AutoCAD SHX Text 2+400

AutoCAD SHX Text 2+520

AutoCAD SHX Text 2+540

AutoCAD SHX Text 2+560

AutoCAD SHX Text 2+580

AutoCAD SHX Text 2+600

AutoCAD SHX Text 2+620

AutoCAD SHX Text 2+640

AutoCAD SHX Text 2+660

AutoCAD SHX Text 2+680

AutoCAD SHX Text 2+700

AutoCAD SHX Text 2+720

AutoCAD SHX Text 2+740

AutoCAD SHX Text 2+760

AutoCAD SHX Text 2+780

AutoCAD SHX Text 2+800

AutoCAD SHX Text 2+820

AutoCAD SHX Text 2+840

AutoCAD SHX Text 2+860

AutoCAD SHX Text 2+880

AutoCAD SHX Text

EXISTING TAXIWAY "D"

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EXISTING TAXIWAY "C"

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EXISTING TAXIWAY "B"

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EXISTING TAXIWAY "A"

AutoCAD SHX Text 0+420

AutoCAD SHX Text 0+440

AutoCAD SHX Text 0+460

AutoCAD SHX Text 0+480

AutoCAD SHX Text 0+500

AutoCAD SHX Text 0+520

AutoCAD SHX Text 0+540

AutoCAD SHX Text 0+560

AutoCAD SHX Text 0+620

AutoCAD SHX Text 0+640

AutoCAD SHX Text 0+700

AutoCAD SHX Text 0+720

AutoCAD SHX Text 0+740

AutoCAD SHX Text 0+900

AutoCAD SHX Text 0+920

AutoCAD SHX Text 0+940

AutoCAD SHX Text 0+960

AutoCAD SHX Text 0+980

AutoCAD SHX Text 1+000

AutoCAD SHX Text 1+020

AutoCAD SHX Text 1+040

AutoCAD SHX Text 1+080

AutoCAD SHX Text 1+100

AutoCAD SHX Text 1+140

AutoCAD SHX Text 1+260

AutoCAD SHX Text 1+280

AutoCAD SHX Text 1+300

AutoCAD SHX Text 1+320

AutoCAD SHX Text 1+340

AutoCAD SHX Text 1+380

AutoCAD SHX Text 1+420

AutoCAD SHX Text 1+440

AutoCAD SHX Text 1+480

AutoCAD SHX Text 1+600

AutoCAD SHX Text 1+980

AutoCAD SHX Text 2+000

AutoCAD SHX Text 2+020

AutoCAD SHX Text 2+040

AutoCAD SHX Text 2+060

AutoCAD SHX Text 2+080

AutoCAD SHX Text 2+100

AutoCAD SHX Text 2+260

AutoCAD SHX Text 2+420

AutoCAD SHX Text 2+440

AutoCAD SHX Text 2+460

AutoCAD SHX Text 2+480

AutoCAD SHX Text 2+500

AutoCAD SHX Text 2+898.78

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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AS SHOWN

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NORTH

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SCALE BAR 1:600

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BH-1

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BH-2

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BH-4

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BH-3

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BH-5

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BH-6

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BH-7

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BH-8

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BH-9

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BH-10

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BH-11

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BH-12

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BH-14

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BH-15

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BH-17

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BH-19

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BH-20

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BH-21

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BH-24

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BH-25

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BH-30

AutoCAD SHX Text BOREHOLES IN OVERRUN ADJACENT TO RUNWAY 21 THRESHOLD BOREHOLES 1 THROUGH 4 ARE 5.0m DEEP AND EACH LOCATED AT 10.0m FROM THE RUNWAY CENTER LINE. BOREHOLES 3 & 4 ARE LOCATED IN OVERRUN 10.0m FROM RUNWAY 21 THRESHOLD. BOREHOLES 1 & 2 ARE LOCATED IN OVERRUN 10.0m FROM OVERRUN END.

AutoCAD SHX Text RUNWAY BOREHOLES BOREHOLES 12 THROUGH 17 ARE 3.0m DEEP, EACH LOCATED AT 10.0m FROM RUNWAY CENTER LINE, AND SPACED AT 100.0m APART (MEASURED PARALLEL TO RUNWAY).

AutoCAD SHX Text RUNWAY BOREHOLES BOREHOLES 5 THHROUGH 11 ARE 3.0m DEEP, EASH LOCATED AT 10.0m FROM RUNWAY CENTER LINE, AND SPACED AT 100.0m APART (MEASURED PARALLEL TO RUNWAY). BOREHOLE 5 WAS LOCATED 352.0m FROM RUNWAY 21 THRESHOLD.

AutoCAD SHX Text

CEMENTITIOUS CONCRETE AREA THERE HAS NO BOREHOLES IN CEMENTITIOUS AREA.

AutoCAD SHX Text BOREHOLES IN OVERRUN ADJACENT TO RUNWAY 03 THRESHOLD BOREHOLES 27 THROUGH 30 ARE 5.0m DEEP AND EACH LOCATED AT 10.0m FROM THE RUNWAY CENTERLINE. BOREHOLES 27 TO 28 ARE LOCATED IN OVERRUN 10.0m FROM RUNWAY 03 THRESHOLD. BOREHOLES 29 & 30 ARE LOCATED IN OVERRUN 10.0m FROM OVERRUN END.

AutoCAD SHX Text RUNWAY BOREHOLES BOREHOLES 18 THROUGH 24 AND 26 ARE 3.0m DEEP, BOREHOLE 25 AT 4.0m; EACH LOCATED AT 10.0m FROM RUNWAY CENTER LINE AND SPACED AT 100.0m APART (MEASURED PARALLEL TO RUNWAY). BOREHOLE 26 WAS LOCATED 350.0m FROM RUNWAY 03 THRESHOLD.

AutoCAD SHX Text

LEGEND:

AutoCAD SHX Text

BOREHOLE

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RECORD DRAWINGS DATED : 08/25/2023

1 AS-BUILT 08/25/2023AS-BUILT 08/25/202308/25/2023

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

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DES DRW

C R

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DRAWFORM REVISION: 25 AUGUST 2020

CHK

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

- P

- F

, P

SIG

N-

ILD

R B

01/26/2023

N62742-22-F-4033

KEY MAP

CG-102

1 GRADING PLAN @ STA 0+000 TO STA 0+260

SCALE 1 : 500 MTS.

CG-102

G R

A D

3 SECTION DETAILS @ STA 0+049.59 TO STA 0+260

1 : 100 MTS.

CG-102

2 SECTION DETAILS @ STA 0+000 TO STA 0+049.59

SCALE 1 : 100 MTS.

CG-102

Part 6 - A2.2 - Runway, TW A-B, Portio of E, As-built N6274224R6716_0001

Part 6

AutoCAD SHX Text 0+020

AutoCAD SHX Text 0+040

AutoCAD SHX Text 0+060

AutoCAD SHX Text 0+080

AutoCAD SHX Text 0+100

AutoCAD SHX Text 0+140

AutoCAD SHX Text 0+180

AutoCAD SHX Text 0+120

AutoCAD SHX Text 0+040

AutoCAD SHX Text 0+000

AutoCAD SHX Text 0+020

AutoCAD SHX Text 0+060

AutoCAD SHX Text 0+080

AutoCAD SHX Text 0+100

AutoCAD SHX Text 0+120

AutoCAD SHX Text 0+140

AutoCAD SHX Text 0+180

AutoCAD SHX Text 0+160

AutoCAD SHX Text 0+200

AutoCAD SHX Text 0+220

AutoCAD SHX Text 0+240

AutoCAD SHX Text 0+260

AutoCAD SHX Text EXISTING 360mm PCCP

AutoCAD SHX Text

EXISTING AGGREGRATE BASECOURSE

AutoCAD SHX Text

APPROVED PAVED SHOULDER (BY OTHERS) SEE SHEET C-511 FOR JOINT CONNECTION DETAILS

AutoCAD SHX Text

APPROVED PAVED SHOULDER (BY OTHERS) SEE SHEET C-511 FOR JOINT CONNECTION DETAILS

AutoCAD SHX Text EAST EDGE (SEE RUNWAY STATION DATA BELOW FOR EXISTING ELEV., FINISH ELEV., MILLING ELEV. & MILLING DEPTH)

AutoCAD SHX Text WEST EDGE (SEE RUNWAY STATION DATA BELOW FOR EXISTING ELEV., FINISH ELEV., MILLING ELEV., & MILLING DEPTH)

AutoCAD SHX Text CENTER (SEE RUNWAY STATION DATA BELOW FOR EXISTING ELEV., FINISH ELEV., MILLING ELEV. & MILLING DEPTH)

AutoCAD SHX Text

SLOPE VARIES, REFER TO TABLE FOR SLOPE @ SPECIFIC LOCATION

AutoCAD SHX Text

SLOPE VARIES, REFER TO TABLE FOR SLOPE @ SPECIFIC STATION

AutoCAD SHX Text

EXISTING BITUMINOUS CONCRETE SURFACE REMOVED BY MILLING

AutoCAD SHX Text

APPROVED PAVED SHOULDER (BY OTHERS) SEE SHEET C-511 FOR JOINT CONNECTION DETAILS

AutoCAD SHX Text

APPROVED PAVED SHOULDER (BY OTHERS) SEE SHEET C-511 FOR JOINT CONNECTION DETAILS

AutoCAD SHX Text

EXISTING AGGREGRATE BASECOURSE

AutoCAD SHX Text

SLOPE VARIES, REFER TO TABLE FOR SLOPE @ SPECIFIC LOCATION

AutoCAD SHX Text

SLOPE VARIES, REFER TO TABLE FOR SLOPE @ SPECIFIC STATION

AutoCAD SHX Text EAST EDGE (SEE RUNWAY STATION DATA BELOW FOR EXISTING ELEV., FINISH ELEV., MILLING ELEV. & MILLING DEPTH)

AutoCAD SHX Text WEST EDGE (SEE RUNWAY STATION DATA BELOW FOR EXISTING ELEV., FINISH ELEV., MILLING ELEV., & MILLING DEPTH)

AutoCAD SHX Text CENTER (SEE RUNWAY STATION DATA BELOW FOR EXISTING ELEV., FINISH ELEV., MILLING ELEV. & MILLING DEPTH)

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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AS SHOWN

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NORTH

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LEGEND AND SYMBOLS:

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EXISTING PCCP RUNWAY SURFACE

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EXISTING BITUMINOUS CONCRETE RUNWAY SURFACE

AutoCAD SHX Text

DEMOLISHED/REPLACED

AutoCAD SHX Text

SOUTH OVERRUN

AutoCAD SHX Text

EXISTING PCCP RUNWAY SURFACE

AutoCAD SHX Text

SCALE BAR 1:100

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SCALE BAR 1:500

AutoCAD SHX Text

WEST EDGE OF THE RUNWAY

AutoCAD SHX Text

EAST EDGE OF THE RUNWAY

AutoCAD SHX Text

WEST EDGE

AutoCAD SHX Text

CENTER

AutoCAD SHX Text

EAST EDGE

AutoCAD SHX Text

SINKHOLE APPROXIMATELY 7M WIDE BY 8M LONG

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SINKHOLE APPROXIMATELY 6M WIDE BY 10M LONG

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NORTH

AutoCAD SHX Text EXISTING BITUMINOUS CONCRETE OVERRUN REMOVED BY MILLING/COLD PLANING INCLUDING UNSUITABLE MATERIAL OF SUBBASE & BASE COURSE LAYERS FOR THE TWO SINKHOLE IN THE OVERRUN NEAR THE 03 RUNWAY THRESHOLD

AutoCAD SHX Text

EXISTING TAXIWAY "A"

AutoCAD SHX Text

RUNWAY & SHOULDER JOINT CONNECTION SEE SHEET C-511 FOR DETAILS

AutoCAD SHX Text

RUNWAY & SHOULDER JOINT CONNECTION SEE SHEET C-511 FOR DETAILS

AutoCAD SHX Text

EXISTING AIRFIELD LIGHTING

AutoCAD SHX Text

RECORD DRAWINGS DATED : 08/25/2023

1 AS-BUILT 08/25/2023AS-BUILT 08/25/202308/25/2023

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

DRAWFORM REVISION: 25 AUGUST 2020

CHK

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

- P

- F

, P

SIG

N-

ILD

R B

01/26/2023

N62742-22-F-4033

KEY MAP

1 GRADING PLAN @ STA 1+020 TO STA 1+260

SCALE 1 : 500 MTS.

G R

A D

CG-106

2 SECTION DETAILS @ STA1+020 TO STA 1+260

SCALE 1 : 100 MTS.

CG-106

Part 6 - A2.2 - Runway, TW A-B, Portio of E, As-built N6274224R6716_0001

Part 6

AutoCAD SHX Text 1+020

AutoCAD SHX Text 1+040

AutoCAD SHX Text 1+060

AutoCAD SHX Text 1+080

AutoCAD SHX Text 1+100

AutoCAD SHX Text 1+120

AutoCAD SHX Text 1+140

AutoCAD SHX Text 1+160

AutoCAD SHX Text 1+180

AutoCAD SHX Text 1+200

AutoCAD SHX Text 1+220

AutoCAD SHX Text 1+260

AutoCAD SHX Text 1+240

AutoCAD SHX Text

EXISTING BITUMINOUS CONCRETE SURFACE REMOVED BY MILLING

AutoCAD SHX Text

EXISTING AGGREGRATE BASECOURSE

AutoCAD SHX Text

APPROVED PAVED SHOULDER (BY OTHERS) SEE SHEET C-511 FOR JOINT CONNECTION DETAILS

AutoCAD SHX Text

APPROVED PAVED SHOULDER (BY OTHERS) SEE SHEET C-511 FOR JOINT CONNECTION DETAILS

AutoCAD SHX Text EAST EDGE (SEE RUNWAY STATION DATA BELOW FOR EXISTING ELEV., FINISH ELEV., MILLING ELEV. & MILLING DEPTH)

AutoCAD SHX Text WEST EDGE (SEE RUNWAY STATION DATA BELOW FOR EXISTING ELEV., FINISH ELEV., MILLING ELEV., & MILLING DEPTH)

AutoCAD SHX Text CENTER (SEE RUNWAY STATION DATA BELOW FOR EXISTING ELEV., FINISH ELEV., MILLING ELEV. & MILLING DEPTH)

AutoCAD SHX Text

SLOPE VARIES, REFER TO TABLE FOR SLOPE @ SPECIFIC LOCATION

AutoCAD SHX Text

SLOPE VARIES, REFER TO TABLE FOR SLOPE @ SPECIFIC STATION

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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AS SHOWN

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NORTH

AutoCAD SHX Text

LEGEND AND SYMBOLS:

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EXISTING BITUMINOUS CONCRETE RUNWAY SURFACE

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DEMOLISHED/REPLACED

AutoCAD SHX Text

EXISTING BITUMINOUS CONCRETE RUNWAY REMOVED BY MILLING/COLD PLANING

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SCALE BAR 1:100

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SCALE BAR 1:500

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WEST EDGE OF THE RUNWAY

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EAST EDGE OF THE RUNWAY

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NORTH

AutoCAD SHX Text

WEST EDGE

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CENTER

AutoCAD SHX Text

EAST EDGE

AutoCAD SHX Text

EXISTING TAXIWAY "B"

AutoCAD SHX Text

RUNWAY & SHOULDER JOINT CONNECTION SEE SHEET C-511 FOR DETAILS

AutoCAD SHX Text

RUNWAY & SHOULDER JOINT CONNECTION SEE SHEET C-511 FOR DETAILS

AutoCAD SHX Text

EXISTING AIRFIELD LIGHTING

AutoCAD SHX Text

RECORD DRAWINGS DATED : 08/25/2023

1 AS-BUILT 08/25/2023AS-BUILT 08/25/202308/25/2023

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

DRAWFORM REVISION: 25 AUGUST 2020

CHK

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

- P

- F

, P

SIG

N-

ILD

R B

01/26/2023

N62742-22-F-4033

KEY MAP

1 GRADING PLAN @ STA 1+760 TO STA 2+020

SCALE 1 : 500 MTS.

G R

A D

CG-109

2 SECTION DETAILS @ STA1+760 TO STA 2+020

SCALE 1 : 100 MTS.

CG-109

Part 6 - A2.2 - Runway, TW A-B, Portio of E, As-built N6274224R6716_0001

Part 6

AutoCAD SHX Text 1+760

AutoCAD SHX Text 1+780

AutoCAD SHX Text 1+800

AutoCAD SHX Text 1+820

AutoCAD SHX Text 1+840

AutoCAD SHX Text 1+860

AutoCAD SHX Text 1+880

AutoCAD SHX Text 1+900

AutoCAD SHX Text 1+920

AutoCAD SHX Text 1+940

AutoCAD SHX Text 1+960

AutoCAD SHX Text 1+980

AutoCAD SHX Text 2+000

AutoCAD SHX Text 2+020

AutoCAD SHX Text

EXISTING BITUMINOUS CONCRETE SURFACE REMOVED BY MILLING

AutoCAD SHX Text

EXISTING AGGREGRATE BASECOURSE

AutoCAD SHX Text

APPROVED PAVED SHOULDER (BY OTHERS) SEE SHEET C-511 FOR JOINT CONNECTION DETAILS

AutoCAD SHX Text

APPROVED PAVED SHOULDER (BY OTHERS) SEE SHEET C-511 FOR JOINT CONNECTION DETAILS

AutoCAD SHX Text EAST EDGE (SEE RUNWAY STATION DATA BELOW FOR EXISTING ELEV., FINISH ELEV., MILLING ELEV. & MILLING DEPTH)

AutoCAD SHX Text WEST EDGE (SEE RUNWAY STATION DATA BELOW FOR EXISTING ELEV., FINISH ELEV., MILLING ELEV., & MILLING DEPTH)

AutoCAD SHX Text CENTER (SEE RUNWAY STATION DATA BELOW FOR EXISTING ELEV., FINISH ELEV., MILLING ELEV. & MILLING DEPTH)

AutoCAD SHX Text

SLOPE VARIES, REFER TO TABLE FOR SLOPE @ SPECIFIC LOCATION

AutoCAD SHX Text

SLOPE VARIES, REFER TO TABLE FOR SLOPE @ SPECIFIC STATION

AutoCAD SHX Text

SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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AS SHOWN

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NORTH

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LEGEND AND SYMBOLS:

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EXISTING BITUMINOUS CONCRETE RUNWAY SURFACE

AutoCAD SHX Text

DEMOLISHED/REPLACED

AutoCAD SHX Text

EXISTING BITUMINOUS CONCRETE RUNWAY REMOVED BY MILLING/COLD PLANING

AutoCAD SHX Text

SCALE BAR 1:100

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SCALE BAR 1:500

AutoCAD SHX Text

WEST EDGE OF THE RUNWAY

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EAST EDGE OF THE RUNWAY

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NORTH

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WEST EDGE

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CENTER

AutoCAD SHX Text

EAST EDGE

AutoCAD SHX Text

EXISTING TAXIWAY "C"

AutoCAD SHX Text

RUNWAY & SHOULDER JOINT CONNECTION SEE SHEET C-511 FOR DETAILS

AutoCAD SHX Text

RUNWAY & SHOULDER JOINT CONNECTION SEE SHEET C-511 FOR DETAILS

AutoCAD SHX Text

EXISTING AIRFIELD LIGHTING

AutoCAD SHX Text

RECORD DRAWINGS DATED : 08/25/2023

1 AS-BUILT 08/25/2023AS-BUILT 08/25/202308/25/2023

KEY MAP

1 GRADING PLAN @ STA 2+520 TO STA 2+760

SCALE 1 : 500 MTS.

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

DRAWFORM REVISION: 25 AUGUST 2020

CHK

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

- P

- F

, P

SIG

N-

ILD

R B

01/26/2023

N62742-22-F-4033

G R

A D

CG-112

3 SECTION DETAILS @ STA 2+543.23 TO STA 2+760

SCALE 1 : 100 MTS.

CG-112

2 SECTION DETAILS @ STA 2+520 TO STA 2+543.23

SCALE 1 : 100 MTS.

CG-112

Part 6 - A2.2 - Runway, TW A-B, Portio of E, As-built N6274224R6716_0001

Part 6

AutoCAD SHX Text 2+760

AutoCAD SHX Text 2+740

AutoCAD SHX Text 2+560

AutoCAD SHX Text 2+580

AutoCAD SHX Text 2+600

AutoCAD SHX Text 2+620

AutoCAD SHX Text 2+640

AutoCAD SHX Text 2+660

AutoCAD SHX Text 2+680

AutoCAD SHX Text 2+700

AutoCAD SHX Text 2+720

AutoCAD SHX Text 2+540

AutoCAD SHX Text 2+520

AutoCAD SHX Text EXISTING 360mm PCCP

AutoCAD SHX Text

EXISTING AGGREGRATE BASECOURSE

AutoCAD SHX Text

APPROVED PAVED SHOULDER (BY OTHERS) SEE SHEET C-511 FOR JOINT CONNECTION DETAILS

AutoCAD SHX Text

APPROVED PAVED SHOULDER (BY OTHERS) SEE SHEET C-511 FOR JOINT CONNECTION DETAILS

AutoCAD SHX Text EAST EDGE (SEE RUNWAY STATION DATA BELOW FOR EXISTING ELEV., FINISH ELEV., MILLING ELEV. & MILLING DEPTH)

AutoCAD SHX Text WEST EDGE (SEE RUNWAY STATION DATA BELOW FOR EXISTING ELEV., FINISH ELEV., MILLING ELEV., & MILLING DEPTH)

AutoCAD SHX Text CENTER (SEE RUNWAY STATION DATA BELOW FOR EXISTING ELEV., FINISH ELEV., MILLING ELEV. & MILLING DEPTH)

AutoCAD SHX Text

SLOPE VARIES, REFER TO TABLE FOR SLOPE @ SPECIFIC LOCATION

AutoCAD SHX Text

SLOPE VARIES, REFER TO TABLE FOR SLOPE @ SPECIFIC STATION

AutoCAD SHX Text

EXISTING BITUMINOUS CONCRETE SURFACE REMOVED BY MILLING

AutoCAD SHX Text EXISTING 300mm PCCP (OLD TOUCHDOWN ZONE)

AutoCAD SHX Text

EXISTING AGGREGRATE BASECOURSE

AutoCAD SHX Text

APPROVED PAVED SHOULDER (BY OTHERS) SEE SHEET C-511 FOR JOINT CONNECTION DETAILS

AutoCAD SHX Text

APPROVED PAVED SHOULDER (BY OTHERS) SEE SHEET C-511 FOR JOINT CONNECTION DETAILS

AutoCAD SHX Text EAST EDGE (SEE RUNWAY STATION DATA BELOW FOR EXISTING ELEV., FINISH ELEV., MILLING ELEV. & MILLING DEPTH)

AutoCAD SHX Text WEST EDGE (SEE RUNWAY STATION DATA BELOW FOR EXISTING ELEV., FINISH ELEV., MILLING ELEV., & MILLING DEPTH)

AutoCAD SHX Text CENTER (SEE RUNWAY STATION DATA BELOW FOR EXISTING ELEV., FINISH ELEV., MILLING ELEV. & MILLING DEPTH)

AutoCAD SHX Text

SLOPE VARIES, REFER TO TABLE FOR SLOPE @ SPECIFIC LOCATION

AutoCAD SHX Text

SLOPE VARIES, REFER TO TABLE FOR SLOPE @ SPECIFIC STATION

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

SATISFACTORY TO

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

LEGEND AND SYMBOLS:

AutoCAD SHX Text

EXISTING PCCP RUNWAY SURFACE

AutoCAD SHX Text

EXISTING BITUMINOUS CONCRETE RUNWAY SURFACE

AutoCAD SHX Text

DEMOLISHED/REPLACED

AutoCAD SHX Text

EXISTING BITUMINOUS CONCRETE RUNWAY REMOVED BY MILLING/COLD PLANING

AutoCAD SHX Text

EXISTING PCCP RUNWAY SURFACE

AutoCAD SHX Text

SCALE BAR 1:100

AutoCAD SHX Text

SCALE BAR 1:500

AutoCAD SHX Text

WEST EDGE OF THE RUNWAY

AutoCAD SHX Text

EAST EDGE OF THE RUNWAY

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

WEST EDGE

AutoCAD SHX Text

CENTER

AutoCAD SHX Text

EAST EDGE

AutoCAD SHX Text

EXISTING TAXIWAY "D"

AutoCAD SHX Text

RUNWAY & SHOULDER JOINT CONNECTION SEE SHEET C-511 FOR DETAILS

AutoCAD SHX Text

RUNWAY & SHOULDER JOINT CONNECTION SEE SHEET C-511 FOR DETAILS

AutoCAD SHX Text

EXISTING AIRFIELD LIGHTING

AutoCAD SHX Text

RECORD DRAWINGS DATED : 08/25/2023

1 AS-BUILT 08/25/2023AS-BUILT 08/25/202308/25/2023

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

DRAWFORM REVISION: 25 AUGUST 2020

CHK

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

- P

- F

, P

SIG

N-

ILD

R B

01/26/2023

N62742-22-F-4033

KEY MAP

1 GRADING PLAN @ STA 2+760 TO STA 2+898.78

SCALE 1 : 500 MTS.

G R

A D

CG-113

2 SECTION DETAILS @ STA 2+760 TO STA 2+849.14

SCALE 1 : 100 MTS.

CG-113

3 SECTION DETAILS @ STA2+849.14 TO STA 2+898.78

SCALE 1 : 100 MTS.

CG-113

Part 6 - A2.2 - Runway, TW A-B, Portio of E, As-built N6274224R6716_0001

Part 6

AutoCAD SHX Text 2+898.78

AutoCAD SHX Text 2+860

AutoCAD SHX Text 2+880

AutoCAD SHX Text 2+800

AutoCAD SHX Text 2+820

AutoCAD SHX Text 2+840

AutoCAD SHX Text 2+780

AutoCAD SHX Text 2+760

AutoCAD SHX Text 2+740

AutoCAD SHX Text 2+640

AutoCAD SHX Text 2+660

AutoCAD SHX Text 2+680

AutoCAD SHX Text 2+700

AutoCAD SHX Text 2+720

AutoCAD SHX Text EXISTING 360mm PCCP

AutoCAD SHX Text

EXISTING AGGREGRATE BASECOURSE

AutoCAD SHX Text

APPROVED PAVED SHOULDER (BY OTHERS) SEE SHEET C-511 FOR JOINT CONNECTION DETAILS

AutoCAD SHX Text

APPROVED PAVED SHOULDER (BY OTHERS) SEE SHEET C-511 FOR JOINT CONNECTION DETAILS

AutoCAD SHX Text EAST EDGE (SEE RUNWAY STATION DATA BELOW FOR EXISTING ELEV., FINISH ELEV., MILLING ELEV. & MILLING DEPTH)

AutoCAD SHX Text WEST EDGE (SEE RUNWAY STATION DATA BELOW FOR EXISTING ELEV., FINISH ELEV., MILLING ELEV., & MILLING DEPTH)

AutoCAD SHX Text CENTER (SEE RUNWAY STATION DATA BELOW FOR EXISTING ELEV., FINISH ELEV., MILLING ELEV. & MILLING DEPTH)

AutoCAD SHX Text

SLOPE VARIES, REFER TO TABLE FOR SLOPE @ SPECIFIC LOCATION

AutoCAD SHX Text

SLOPE VARIES, REFER TO TABLE FOR SLOPE @ SPECIFIC STATION

AutoCAD SHX Text

EXISTING BITUMINOUS CONCRETE SURFACE REMOVED BY MILLING

AutoCAD SHX Text

APPROVED PAVED SHOULDER (BY OTHERS) SEE SHEET C-511 FOR JOINT CONNECTION DETAILS

AutoCAD SHX Text

APPROVED PAVED SHOULDER (BY OTHERS) SEE SHEET C-511 FOR JOINT CONNECTION DETAILS

AutoCAD SHX Text

EXISTING AGGREGRATE BASECOURSE

AutoCAD SHX Text

SLOPE VARIES, REFER TO TABLE FOR SLOPE @ SPECIFIC LOCATION

AutoCAD SHX Text

SLOPE VARIES, REFER TO TABLE FOR SLOPE @ SPECIFIC STATION

AutoCAD SHX Text EAST EDGE (SEE RUNWAY STATION DATA BELOW FOR EXISTING ELEV., FINISH ELEV., MILLING ELEV. & MILLING DEPTH)

AutoCAD SHX Text WEST EDGE (SEE RUNWAY STATION DATA BELOW FOR EXISTING ELEV., FINISH ELEV., MILLING ELEV., & MILLING DEPTH)

AutoCAD SHX Text CENTER (SEE RUNWAY STATION DATA BELOW FOR EXISTING ELEV., FINISH ELEV., MILLING ELEV. & MILLING DEPTH)

AutoCAD SHX Text

SATISFACTORY TO

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

LEGEND AND SYMBOLS:

AutoCAD SHX Text

EXISTING PCCP RUNWAY SURFACE

AutoCAD SHX Text

DEMOLISHED/REPLACED

AutoCAD SHX Text

EXISTING PCCP RUNWAY SURFACE

AutoCAD SHX Text

EXISTING BITUMINOUS CONCRETE OVERRUN REMOVED BY MILLING/COLD PLANING

AutoCAD SHX Text

NORTH OVERRUN

AutoCAD SHX Text

SCALE BAR 1:100

AutoCAD SHX Text

SCALE BAR 1:500

AutoCAD SHX Text

WEST EDGE OF THE RUNWAY

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

WEST EDGE

AutoCAD SHX Text

CENTER

AutoCAD SHX Text

EAST EDGE

AutoCAD SHX Text

EXISTING TAXIWAY "D"

AutoCAD SHX Text

OVERRUN ALIGNED WITH RUNWAY TO REDUCE DEVIATION

AutoCAD SHX Text

RUNWAY & SHOULDER JOINT CONNECTION SEE SHEET C-511 FOR DETAILS

AutoCAD SHX Text

RUNWAY & SHOULDER JOINT CONNECTION SEE SHEET C-511 FOR DETAILS

AutoCAD SHX Text

EXISTING AIRFIELD LIGHTING

AutoCAD SHX Text

RECORD DRAWINGS DATED : 08/25/2023

1 AS-BUILT 08/25/2023AS-BUILT 08/25/202308/25/2023

C-104

1 PAVING KEYPLAN

SCALE 1 : 600 MTS.

C-101 55 86

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

DRAWFORM REVISION: 25 AUGUST 2020

CHK

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

- P

- F

, P

SIG

N-

ILD

R B

01/26//2023

N62742-22-F-4033

P A

G K

E Y

KEY MAP

Part 6 - A2.2 - Runway, TW A-B, Portio of E, As-built N6274224R6716_0001

Part 6

AutoCAD SHX Text 0+380

AutoCAD SHX Text 0+400

AutoCAD SHX Text 0+420

AutoCAD SHX Text 0+440

AutoCAD SHX Text 0+460

AutoCAD SHX Text 0+480

AutoCAD SHX Text 0+500

AutoCAD SHX Text 0+520

AutoCAD SHX Text 0+540

AutoCAD SHX Text 0+560

AutoCAD SHX Text 0+580

AutoCAD SHX Text 0+600

AutoCAD SHX Text 0+620

AutoCAD SHX Text 0+640

AutoCAD SHX Text 0+660

AutoCAD SHX Text 0+680

AutoCAD SHX Text 0+700

AutoCAD SHX Text 0+720

AutoCAD SHX Text 0+740

AutoCAD SHX Text 0+760

AutoCAD SHX Text 0+780

AutoCAD SHX Text 0+800

AutoCAD SHX Text 0+820

AutoCAD SHX Text 0+840

AutoCAD SHX Text 0+860

AutoCAD SHX Text 0+880

AutoCAD SHX Text 0+900

AutoCAD SHX Text 0+920

AutoCAD SHX Text 0+940

AutoCAD SHX Text 0+960

AutoCAD SHX Text 0+980

AutoCAD SHX Text 1+000

AutoCAD SHX Text 1+020

AutoCAD SHX Text 1+040

AutoCAD SHX Text 1+060

AutoCAD SHX Text 1+080

AutoCAD SHX Text 1+100

AutoCAD SHX Text 1+120

AutoCAD SHX Text 1+140

AutoCAD SHX Text 1+160

AutoCAD SHX Text 1+180

AutoCAD SHX Text 1+200

AutoCAD SHX Text 1+220

AutoCAD SHX Text 1+240

AutoCAD SHX Text 1+260

AutoCAD SHX Text 1+280

AutoCAD SHX Text 1+300

AutoCAD SHX Text 1+320

AutoCAD SHX Text 1+340

AutoCAD SHX Text 1+360

AutoCAD SHX Text 1+380

AutoCAD SHX Text 1+400

AutoCAD SHX Text 1+420

AutoCAD SHX Text 1+440

AutoCAD SHX Text 1+460

AutoCAD SHX Text 1+480

AutoCAD SHX Text 1+500

AutoCAD SHX Text 1+520

AutoCAD SHX Text 1+540

AutoCAD SHX Text 1+560

AutoCAD SHX Text 1+580

AutoCAD SHX Text 1+600

AutoCAD SHX Text 1+620

AutoCAD SHX Text 1+640

AutoCAD SHX Text 1+660

AutoCAD SHX Text 1+680

AutoCAD SHX Text 1+700

AutoCAD SHX Text 1+720

AutoCAD SHX Text 1+740

AutoCAD SHX Text 1+760

AutoCAD SHX Text 1+780

AutoCAD SHX Text 1+800

AutoCAD SHX Text 1+820

AutoCAD SHX Text 1+840

AutoCAD SHX Text 1+860

AutoCAD SHX Text 1+880

AutoCAD SHX Text 1+900

AutoCAD SHX Text 1+920

AutoCAD SHX Text 1+940

AutoCAD SHX Text 1+960

AutoCAD SHX Text 1+980

AutoCAD SHX Text 2+000

AutoCAD SHX Text 2+020

AutoCAD SHX Text 2+040

AutoCAD SHX Text 2+060

AutoCAD SHX Text 2+080

AutoCAD SHX Text 2+100

AutoCAD SHX Text 2+120

AutoCAD SHX Text 2+140

AutoCAD SHX Text 2+160

AutoCAD SHX Text 2+180

AutoCAD SHX Text 2+200

AutoCAD SHX Text 2+220

AutoCAD SHX Text 2+240

AutoCAD SHX Text 2+260

AutoCAD SHX Text 2+280

AutoCAD SHX Text 2+300

AutoCAD SHX Text 2+320

AutoCAD SHX Text 2+340

AutoCAD SHX Text 2+360

AutoCAD SHX Text 2+380

AutoCAD SHX Text 2+400

AutoCAD SHX Text 2+420

AutoCAD SHX Text 2+440

AutoCAD SHX Text 2+460

AutoCAD SHX Text 2+480

AutoCAD SHX Text 2+500

AutoCAD SHX Text 2+520

AutoCAD SHX Text

EXISTING TAXIWAY "D"

AutoCAD SHX Text

EXISTING TAXIWAY "C"

AutoCAD SHX Text

EXISTING TAXIWAY "B"

AutoCAD SHX Text

EXISTING TAXIWAY "A"

AutoCAD SHX Text 0+000

AutoCAD SHX Text 0+020

AutoCAD SHX Text 0+040

AutoCAD SHX Text 0+060

AutoCAD SHX Text 0+080

AutoCAD SHX Text 0+100

AutoCAD SHX Text 0+120

AutoCAD SHX Text 2+898.78

AutoCAD SHX Text 2+880

AutoCAD SHX Text 2+860

AutoCAD SHX Text 2+840

AutoCAD SHX Text 2+820

AutoCAD SHX Text 2+800

AutoCAD SHX Text 2+780

AutoCAD SHX Text 2+660

AutoCAD SHX Text 2+680

AutoCAD SHX Text 2+700

AutoCAD SHX Text 2+720

AutoCAD SHX Text 2+740

AutoCAD SHX Text 2+760

AutoCAD SHX Text 2+540

AutoCAD SHX Text 2+560

AutoCAD SHX Text 2+580

AutoCAD SHX Text 2+600

AutoCAD SHX Text 2+620

AutoCAD SHX Text 2+640

AutoCAD SHX Text 0+140

AutoCAD SHX Text 0+160

AutoCAD SHX Text 0+180

AutoCAD SHX Text 0+200

AutoCAD SHX Text 0+220

AutoCAD SHX Text 0+240

AutoCAD SHX Text 0+260

AutoCAD SHX Text 0+280

AutoCAD SHX Text 0+300

AutoCAD SHX Text 0+320

AutoCAD SHX Text 0+340

AutoCAD SHX Text 0+360

AutoCAD SHX Text

SATISFACTORY TO

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

SCALE BAR 1:600

AutoCAD SHX Text TOUCHDOWN ZONE AND RUNWAY JOINT CONNECTION AT STA 0+354.33 SEE SHEET C-511 FOR JOINT CONNECTION DETAILS

AutoCAD SHX Text OVERRUN AND TOUCHDOWN ZONE JOINT CONNECTION AT STA 0+049.59 SEE SHEET C-511 FOR JOINT CONNECTION DETAILS

AutoCAD SHX Text RUNWAY AND TOUCHDOWN ZONE JOINT CONNECTION AT STA 2+543.23 SEE SHEET C-511 FOR JOINT CONNECTION DETAILS

AutoCAD SHX Text TOUCHDOWN ZONE AND OVERRUN JOINT CONNECTION AT STA 2+849.14 SEE SHEET C-511 FOR JOINT CONNECTION DETAILS

AutoCAD SHX Text

LEGEND AND SYMBOLS:

AutoCAD SHX Text

EXISTING PCCP RUNWAY SURFACE

AutoCAD SHX Text NEW BITUMINOUS CONCRETE (HMA, GRADATION 2, PENETRATION GRADE 60-70) OVERRUN/RUNWAY SURFACE

AutoCAD SHX Text

EXISTING AIRFIELD LIGHTING

AutoCAD SHX Text

NORTH

AutoCAD SHX Text T-1/T-2

AutoCAD SHX Text

TEMPORARY BENCHMARK

AutoCAD SHX Text REFERENCE POINT USED PMG-3084 (RECOVERED) AS PER NAMRIA N = 1655497.742 E = 445758.145 ELEV = 38.035m= 38.035m

AutoCAD SHX Text T-1 N = 1656300.128 E = 444661.982 ELEV = 48.774m= 48.774m

AutoCAD SHX Text T-2 RECOVERED N = 1658613.529 E = 445840.763 ELEV = 50.319m= 50.319m

AutoCAD SHX Text 1358.496

AutoCAD SHX Text C-102

AutoCAD SHX Text C-103

AutoCAD SHX Text C-104

AutoCAD SHX Text C-105

AutoCAD SHX Text C-106

AutoCAD SHX Text C-107

AutoCAD SHX Text C-108

AutoCAD SHX Text C-109

AutoCAD SHX Text C-110

AutoCAD SHX Text C-111

AutoCAD SHX Text C-112

AutoCAD SHX Text C-113

AutoCAD SHX Text

RECORD DRAWINGS DATED : 08/25/2023

1 AS-BUILT 08/25/2023AS-BUILT 08/25/202308/25/2023

C-114 68 86

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

DRAWFORM REVISION: 25 AUGUST 2020

CHK

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

- P

- F

, P

SIG

N-

ILD

R B

01/26/2023

N62742-22-F-4033

M A

R K

K E

Y P

C-114

1 MARKING KEYPLAN

SCALE 1 : 600 MTS.

KEY MAP

Part 6 - A2.2 - Runway, TW A-B, Portio of E, As-built N6274224R6716_0001

Part 6

AutoCAD SHX Text 0+040

AutoCAD SHX Text 0+060

AutoCAD SHX Text 0+080

AutoCAD SHX Text 0+120

AutoCAD SHX Text 0+140

AutoCAD SHX Text 0+160

AutoCAD SHX Text

EXISTING TAXIWAY "D"

AutoCAD SHX Text

EXISTIN…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 13, 2024.