N3319123R4009_Attachment 01_Drawings.pdf

PDF 31 MB Posted Jun 6, 2023

Attached to: Design-Bid-Build European Deterrence Initiative (EDI) Hotel Loop 1 and 2 Apron Oil Water Separators (OWS) at Keflavik, Iceland.
Solicitation number: N3319123R4009
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract solicitation to design and construct oil water separators at a military base in Iceland. The solicitation was issued by the Naval Facilities Engineering Command under number N3319123R4009 to design and build Loop 1 and Loop 2 Apron Oil Water Separators at Keflavik Naval Air Station. Offerors are requested to provide design-bid-build services to complete the European Deterrence Initiative project. The opportunity closing date is not specified, nor are any pricing or supplier qualification terms included. The document relates to contract drawings for the required facilities upgrades at the Icelandic military installation.

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Other files

File	Type	Posted
N3319123R4009-0002.pdf	PDF	Jun 30, 2023
N3319123R4009-0001.pdf	PDF	Jun 8, 2023
N3319123R4009_Attachment 07_PPQ.pdf	PDF	Jun 6, 2023
N3319123R4009_Attachment 02_Specifications.pdf	PDF	Jun 6, 2023
N3319123R4009_Attachment 06_Contract Data Form.pdf	PDF	Jun 6, 2023
N3319123R4009_RFP.pdf	PDF	Jun 6, 2023
N3319123R4009_Attachment 04_Price Schedule.pdf	PDF	Jun 6, 2023
N3319123R4009_Attachment 05_252.229-7001.pdf	PDF	Jun 6, 2023
N3319123R4009_Attachment 03_PPI.pdf	PDF	Jun 6, 2023

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20th October 2022

G-002La st s av ed b y:

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1708050

N33191-20-D-0605

1 2 3 4 5

AS NOTED

10 SOUTH JEFFERSON ST.

SUITE 1600

ROANOKE, VIRGINIA, USA

E D

SHEET INDEX

SHEET NO. NAVFAC NO. DRAWING NO. DRAWING TITLE

1 14125289 G-001 COVER SHEET

2 14125290 G-002 SHEET INDEX

3 14125291 C-001 CIVIL NOTES AND LEGEND

4 14125292 C-002 CIVIL KEYPLAN

5 14125293 C-003 CONTRACTOR ACCESS ROUTE

6 14125294 C-004 PHASING PLAN - OVERALL PLAN

7 14125295 C-005 PHASING PLAN - PHASE 1

8 14125296 C-006 PHASING PLAN - PHASE 2

9 14125297 C-007 PHASING PLAN - PHASE 3

10 14125298 C-008 PHASING PLAN - PHASE 4

11 14125299 C-009 PHASING PLAN DETAILS

12 14125300 CE101 EXISTING SITE PLAN - HAS 1801

13 14125301 CE102 EXISTING SITE PLAN - HAS 1802

14 14125302 CE103 EXISTING SITE PLAN - HAS 1803

15 14125303 CE104 EXISTING SITE PLAN - HAS 1804

16 14125304 CE105 EXISTING SITE PLAN - HAS 1805

17 14125305 CE106 EXISTING SITE PLAN - HAS 1806

18 14125306 CE107 EXISTING SITE PLAN - HAS 1807

19 14125307 CE108 EXISTING SITE PLAN - HAS 1808

20 14125308 CE109 EXISTING SITE PLAN - HAS 1809

21 14125309 CE110 EXISTING SITE PLAN - HAS 1810

22 14125310 CE111 EXISTING SITE PLAN - HAS 1811

23 14125311 CE112 EXISTING SITE PLAN - HAS 1812

24 14125312 CE113 EXISTING SITE PLAN - HAS 1814

25 14125313 CD101 SITE DEMOLITION PLAN - HAS 1801

26 14125314 CD102 SITE DEMOLITION PLAN - HAS 1802

27 14125315 CD103 SITE DEMOLITION PLAN - HAS 1803

28 14125316 CD104 SITE DEMOLITION PLAN - HAS 1804

29 14125317 CD105 SITE DEMOLITION PLAN - HAS 1805

30 14125318 CD106 SITE DEMOLITION PLAN - HAS 1806

31 14125319 CD107 SITE DEMOLITION PLAN - HAS 1807

32 14125320 CD108 SITE DEMOLITION PLAN - HAS 1808

33 14125321 CD109 SITE DEMOLITION PLAN - HAS 1809

34 14125322 CD110 SITE DEMOLITION PLAN - HAS 1810

35 14125323 CD111 SITE DEMOLITION PLAN - HAS 1811

36 14125324 CD112 SITE DEMOLITION PLAN - HAS 1812

37 14125325 CD113 SITE DEMOLITION PLAN - HAS 1814

38 14125326 CS101 SITE PLAN - HAS 1801

39 14125327 CS102 SITE PLAN - HAS 1802

40 14125328 CS103 SITE PLAN - HAS 1803

41 14125329 CS104 SITE PLAN - HAS 1804

42 14125330 CS105 SITE PLAN - HAS 1805

43 14125331 CS106 SITE PLAN - HAS 1806

44 14125332 CS107 SITE PLAN - HAS 1807

45 14125333 CS108 SITE PLAN - HAS 1808

46 14125334 CS109 SITE PLAN - HAS 1809

47 14125335 CS110 SITE PLAN - HAS 1810

48 14125336 CS111 SITE PLAN - HAS 1811

49 14125337 CS112 SITE PLAN - HAS 1812

50 14125338 CS113 SITE PLAN - HAS 1814

SHEET INDEX

SHEET NO. NAVFAC NO. DRAWING NO. DRAWING TITLE

51 14125339 CS201 PROFILES - HAS 1801

52 14125340 CS202 PROFILES - HAS 1802

53 14125341 CS203 PROFILES - HAS 1803

54 14125342 CS204 PROFILES - HAS 1804

55 14125343 CS205 PROFILES - HAS 1805

56 14125344 CS206 PROFILES - HAS 1806

57 14125345 CS207 PROFILES - HAS 1807

58 14125346 CS208 PROFILES - HAS 1808

59 14125347 CS209 PROFILES - HAS 1809

60 14125348 CS210 PROFILES - HAS 1810

61 14125349 CS211 PROFILES - HAS 1811

62 14125350 CS212 PROFILES - HAS 1812

63 14125351 CS213 PROFILES - HAS 1814

64 14125352 C-501 CIVIL DETAILS

65 14125353 C-502 CIVIL DETAILS

66 14125354 C-503 CIVIL DETAILS

67 14125355 C-504 CIVIL DETAILS

68 14125356 C-505 CIVIL DETAILS

69 14125357 C-506 CIVIL DETAILS

70 14125358 C-507 CIVIL DETAILS

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1708050

N33191-20-D-0605

1 2 3 4 5

AS NOTED

10 SOUTH JEFFERSON ST.

SUITE 1600

ROANOKE, VIRGINIA, USA

E D

M C

N O

CIVIL LEGEND:

BUILDING

CONCRETE PAVEMENT

CONTROL POINT

STORM DRAIN LINE

SANITARY MANHOLE

CONTOUR (MAJOR)

SPOT ELEVATIONS

UNDER GROUND COMMUNICATION

SANITARY SEWER

FLARED END SECTION

22.0

20.0

NEW

EXISTING

ASPHALT PAVEMENT

STORM DRAIN MANHOLE/CONTROL STRUCTURE

ELECTRIC MANHOLE

LIMIT OF WORK

1. EXISTING SITE AND UTILITY INFORMATION OBTAINED FROM SURVEY PERFORMED BY AECOM (SEE

SURVEY NOTES FOR MORE INFORMATION) AND SUPPLEMENTED FROM DRAWINGS PROVIDED BY

NAVFAC.

2. PRIOR TO BEGINNING CONSTRUCTION, VERIFY ALL DIMENSIONS AND DETAILS FOR THE PROPOSED

WORK INDICATED ON THE DRAWINGS.

3. OBTAIN ALL NECESSARY PERMITS AND LICENSES REQUIRED.

4. COORDINATE AND SEQUENCE DEMOLITION AS DESCRIBED IN THE CONTRACT DOCUMENTS. ALL

MATERIAL GENERATED BY THE DEMOLITION WORK SHALL BE REMOVED FROM THE SITE AND

DISPOSED OF PER BASE REQUIREMENTS AT THE DIRECTION OF CONTRACTING OFFICER.

5. ALL EXISTING UTILITIES MAY OR MAY NOT BE SHOWN IN THE EXACT LOCATION. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES ARE SHOWN BASED ON INFORMATION PROVIDED BY NAVFAC

AND LOCATIONS OF ABOVE GROUND EVIDENCE, AND THEIR LOCATION MUST BE CONSIDERED

APPROXIMATE ONLY. DEPTH OF EXISTING UTILITIES SHOWN IN PROFILE WHERE INVERTS ARE NOT

DESCRIBED IN PLAN ARE ESTIMATED. OTHER UNDERGROUND FACILITIES, STRUCTURES, AND

UTILITIES MAY EXIST. VERIFY LOCATION OF ALL FACILITIES, STRUCTURES, AND UTILITIES PRIOR TO CONSTRUCTION. DEPTH OF BURY OF EXISTING UTILITIES MUST BE VERIFIED PRIOR TO BEGINNING ANY EXCAVATION. COORDINATE THE LOCATION OF UTILITIES WITH CONTRACTING OFFICER BEFORE

EXCAVATION BEGINS.

6. DETERMINE LOCATION OF ANY EXISTING UTILITIES WITHIN THE LIMIT OF WORK THAT PROVIDE

SERVICE TO EXISTING STRUCTURES THAT WILL NOT BE DEMOLISHED. PROTECT AND MAINTAIN

CONTINUOUS UTILITY SERVICES TO THESE EXISTING STRUCTURES TO REMAIN EXCEPT FOR

OUTAGES APPROVED BY THE CONTRACTING OFFICER.

7. WHERE A NEW UTILITY LINE CROSSES AN EXISTING UTILITY, DETERMINE THE EXACT LOCATION AND ELEVATION OF THE EXISTING UTILITY BY EXCAVATION OR TEST PITS. SEE SPECIFICATIONS FOR

ADDITIONAL EXCAVATION AND EXISTING UTILITY PROTECTION REQUIREMENTS.

8. PROTECT ALL EXISTING UTILITIES THAT ARE TO REMAIN IN SERVICE. VERIFY TOP ELEVATIONS OF

NEW STRUCTURE TOPS, WITH THE PLANS, AND PROFILES. UNLESS NOTED OTHERWISE, ADJUST

ELEVATION .

9. IMMEDIATELY REPAIR TO PRE-CONSTRUCTION CONDITION ANY ACTIVE UTILITIES DAMAGED DURING

CONSTRUCTION AND NOTIFY THE CONTRACTING OFFICER AND ANY APPROPRIATE UTILITY

COMPANIES AND AIRPORT OF THE DAMAGE.

10. REPAIR CONSTRUCTION-RELATED DAMAGE TO EXISTING ENTRANCES, PAVEMENTS, EXISTING STRUCTURES, OR EXISTING FEATURES THAT ARE INDICATED TO REMAIN, AT NO ADDITIONAL COST TO

THE GOVERNMENT.

11. MINOR HORIZONTAL AND VERTICAL ADJUSTMENTS MAY BE REQUIRED AND SHALL BE AT NO

ADDITIONAL COST TO THE GOVERNMENT. ANY ADJUSTMENTS TO THE PROPOSED ALIGNMENT SHALL

BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL.

12. LENGTHS AND ROUTING OF LINES INDICATED ON THE DRAWINGS FOR UTILITY SYSTEMS ARE APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT ROUTING AND AMOUNT OF MATERIALS (SUCH AS PIPING, CONDUIT, AND DUCTBANK) REQUIRED TO PROVIDE A COMPLETE WORKING SYSTEM IN ACCORDANCE WITH THE INTENT OF THE DRAWINGS. STATIONING

GIVES HORIZONTAL LENGTHS ONLY.

13. PROVIDE MINIMUM 300mm VERTICAL SEPARATION AT ALL UTILITY CROSSINGS IF AT ALL POSSIBLE.

14. SAWCUT AND REMOVE PAVEMENT AS REQUIRED TO ACCOMMODATE INSTALLATION OF NEW STORM

SEWER AND TRENCH DRAINS. REPLACE PAVEMENT AND LINE STRIPING UPON COMPLETION OF

UTILITY INSTALLATION, MATCH EXISTING PAVEMENT SECTION AND GRADE.

15. TOP OF MANHOLES SHOWN ARE APPROXIMATE ONLY. VERIFY EXACT ELEVATION REQUIRED TO

ENSURE STRUCTURE HEIGHT COMPLIES WITH THE PURPOSE OF THE STRUCTURE AND CONFORMS

WITH ADJACENT GRADES.

16. ALL AREAS, ON OR OFF THE SITE, WHICH ARE DISTURBED BY THIS CONSTRUCTION AND WHICH ARE

NOT PAVED OR BUILT UPON SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION AND

SEDIMENTATION.

17. STAGING AREAS SHALL BE WITHIN THE LIMITS OF WORK. RELOCATE CONSTRUCTION TRAILERS WITHIN THE LIMITS OF WORK TO ACCOMMODATE OTHER SITE ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE, AT ALL TIMES, FOR SITE PREPARATION, FENCING, ACCESS DRIVES, AND SITE

MAINTENANCE. COORDINATE HAUL ROAD ROUTES WITH THE CONTRACTING OFFICER. TEMPORARY

WATER, SEWER, AND ELECTRIC SERVICE WILL BE AVAILABLE ON SITE FOR CONTRACTOR USE. MAKE

PROVISIONS FOR ALL TEMPORARY UTILITIES AND USAGE FEES. COORDINATE LAYDOWN AND

TRAILER LOCATIONS WITH CONTRACTING OFFICER.

18. TOTAL DISTURBED AREA IS APPROXIMATELY 6.5 HECTARES.

19. COORDINATE WITH CONTRACTING OFFICER REGARDING SEQUENCE OF CONSTRUCTION FOR EACH HAS AND WORK RESTRICTIONS. GENERALLY, HAS 1810, 1811, 1812, AND 1814 ON HOTEL 2 CAN BE WORKED ON WITHOUT IMPACTING FIGHTER OPERATIONS AT HOTEL 1. DURING CONSTRUCTION AT

HOTEL 1 HAS'S, CONSTRUCTION WILL REQUIRE MORE CLOSE COORDINATION WITH REGARDS TO

FLIGHT SCHEDULES, NUMBER OF HAS'S IN USE, DIRECTION OF FIGHTERS COMING AND GOING ON

HOTEL 1, ETC.

20. MINIMIZE THE GENERATION OF FOREIGN OBJECT DEBRIS (FOD) ON THE TAXIWAY AND APRONS.

UTILIZE DEVICES SUCH AS FOD SHAKERS AND FOD SWEEPERS AS NECESSARY. MAINTAIN A CLEAN

WORK SITE AND CLEAN UP DEBRIS DAILY.

21. DEPTH TO BEDROCK AROUND THE PROJECT SITE VARIES FROM 0.1 TO 2.8M BASED ON PAST

EXCAVATIONS. AVERAGE BEDROCK DEPTH IS 1M.

22. AS-BUILT DRAWINGS MUST CONTAIN EQUIPMENT CONNECTION DIAGRAMS THAT INCLUDE BUT ARE

NOT LIMITED TO BREAKER SIZE, WIRE SIZE, BEACON AND OWS CONNECTION. EQUIPMENT

CONNECTION DIAGRAMS AND PRODUCT DATA MUST BE SUFFICIENT FOR TROUBLESHOOTING AND

MAINTENANCE.

1. TOPOGRAPHIC SURVEY PERFORMED BY AECOM IN MAY 2022.

2. HORIZONTAL AND VERTICAL CONTROL IS BASED ON EXISTING BASE

CONTROL. SOURCE OF DATUM IS ICELAND ISN93.

3. NO SUBSURFACE UTILITY LOCATION WAS PREFORMED BY AECOM OR

OTHERS AT TIME OF SURVEY. ALL UTILITIES AND ENCUMBRANCES ON

THE SITE MAY NOT BE SHOWN. UNDERGROUND UTILITIES AS SHOWN

ARE BASED ON EXISTING DATA FROM NAVFAC AND FIELD SURVEY

LOCATIONS OF OBSERVABLE, ABOVE GROUND EVIDENCE.

4. AREAS SHOWN OUTSIDE THE TOPOGRAPHIC SURVEY PREFORMED BY

AECOM ARE TAKEN FROM EXISTING GIS MAPPING PROVIDED TO

AECOM BY NAVFAC AND WERE NOT FIELD VERIFIED FOR ACCURACY BY

AECOM. CONTRACTOR SHALL VERIFY ALL INFORMATION SHOWN AND

OBTAIN ANY ADDITIONAL SURVEY INFORMATION REQUIRED TO

PREFORM THE WORK.

GENERAL CIVIL NOTES: SURVEY NOTES:

ELECTRIC HANDHOLEE

UNDERGROUND ELECTRICES

COMMUNICATION MANHOLE

TRENCH DRAINTD

CONTOUR (MINOR)

ROCK OUTCROPPING

UNDERGROUND SITE LIGHTING CONDUITUSL

TAXIWAY LIGHTING

POLE LIGHTING

DEMO CONCRETE OR ASPHALT APRON

GRAVEL AREA

BENCHMARK

TABLE OF BENCHMARKS

BENCHMARK

NAME NORTHING EASTING ELEVATION DESCRIPTION

BM1 391671.297 321008.433 31.273 MAG NAIL SET IN CONCRETE

BM12 391284.131 320571.707 28.287 MAG NAIL SET IN CONCRETE

BM13 391238.761 320700.636 28.285 MAG NAIL SET IN CONCRETE

CP11 391190.670 320969.610 31.914 BOLT SET IN LARGE ROCK

CP12 391020.960 320804.000 28.706 BOLT SET IN CONCRETE PEDESTAL

11 391168.039 320803.054 28.586 MAG NAIL SET IN ASPHALT

12 391393. 536 320545.932 27.902 MAG NAIL SET IN ASPHALT

13 391598.667 320714.989 29.036 MAG NAIL SET IN ASPHALT

14 391639.556 320843.880 30.146 MAG NAIL SET IN ASPHALT

SANITARY CLEANOUT

E ABOVE GROUND ELECTRIC

SILT FENCESF

12/23/2022

TDTD

1+000

1+020

1+040

1+060

1+080

1+100

1+105

1+024

1+000

1+020

TDTD

1+020

1+000

1+020

1+000

1+020

1+040

1+060

1+080

1+100

1+105

1+025

1+000

1+020

1+025

1+000

1+020

1+021

1+000

1+020

1+028

1+000

1+020

1+123

1+000

1+020

1+040

1+060

1+080

1+100

1+120

1+025

1+000

1+020

1+030

1+000

1+020

1+107

1+000

1+020

1+040

1+060

1+080

1+100

1+000

1+020

1+040

1+060

1+080

1+100

1+116

TDTD

MH 6-3

N: 391480.989 E: 320719.113

D D

D D D

SHEETS CE, CD, CS106

HAS 1806

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1708050

N33191-20-D-0605

1 2 3 4 5

AS NOTED

10 SOUTH JEFFERSON ST.

SUITE 1600

ROANOKE, VIRGINIA, USA

E D

50m 75m 100m 125m0 25m 1:1250

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS

SHEETS CE, CD, CS104

HAS 1804

HOTEL 1

HOTEL 2

SHEETS CE, CD, CS103

HAS 1803

SHEETS CE, CD, CS101

HAS 1801

SHEETS CE, CD, CS102

HAS 1802

SHEETS CE, CD, CS105

HAS 1805

SHEETS CE, CD, CS108

HAS 1808

SHEETS CE, CD, CS109

HAS 1809

SHEETS CE, CD, CS110

HAS 1810

SHEETS CE, CD, CS113

HAS 1814

SHEETS CE, CD, CS112

HAS 1812

SHEETS CE, CD, CS107

HAS 1807

SHEETS CE, CD, CS111

HAS 1811

GRAPHIC SCALES

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

X X X X X X X X X X

X X X

XXXXXXXXXX

X X

XXXXXXXXXXXXXXXXXXXXXXXX

X X

X X X X

X X

XXX

X X

MH 1-1N: 391648.301E: 320970.195

TEE - TRENCH DRAIN 1N: 391649.854E: 320989.752

MH 1-3N: 391661.001E: 320969.328

CONTROL STRUCTURE 1N: 391659.552E: 320949.239

TRENCH DRAIN START 1AN: 391674.068E: 320987.794

TRENCH DRAIN START 1N: 391653.089E: 321030.509

1+000

1+020

1+040

1+060

1+080

1+100

1+105

1+024

1+000

1+020

1+000

1+020

1+000

1+020

1+040

1+060

1+080

1+100

1+105

1+025

1+000

1+020

1+109

1+000 1+020

1+040

1+060

1+080

1+100

1+025

1+000

1+020

1+113

1+000

1+020

1+040

1+060

1+080

1+100

1+021

1+000

1+020

1+109

1+000

1+020

1+040

1+060

1+080

1+100

1+028

1+000

1+020

1+123

1+000

1+020

1+040

1+060

1+080

1+100

1+120

1+025

1+000

1+020

1+087

1+000

1+020

1+040

1+060

1+080

1+030

1+000

1+020

1+107

1+000

1+020

1+040

1+060

1+080

1+100

1+084

1+000

1+020

1+040

1+060

1+080

1+097

1+000

1+020

1+040

1+060

1+080

1+000

1+020

1+040

1+060

1+080

1+100

1+116

1+100

1+000

1+020

1+040

1+060

1+080

TRENCH DRAIN START 2AN: 391610.613E: 320942.807

TRENCH DRAIN START 2N: 391634.130E: 320980.092

TEE - TRENCH DRAIN 2N: 391630.838E: 320941.183

MH 2-1N: 391629.252E: 320922.450

MH 2-3N: 391616.130E: 320923.772

CONTROL STRUCTURE 2N: 391614.805E: 320906.427

TRENCH DRAIN START 3AN: 391666.121E: 320888.184

TRENCH DRAIN START 3N: 391644.894E: 320930.857

MH 3-1N: 391640.145E: 320870.519

TEE - TRENCH DRAIN 3N: 391641.687E: 320890.107

MH 3-3N: 391652.845E: 320869.652

CONTROL STRUCTURE 3N: 391651.396E: 320849.563

TRENCH DRAIN START 4AN: 391624.729E: 320730.992

TRENCH DRAIN START 4N: 391630.005E: 320782.544

MH 4-1N: 391601.686E: 320743.895

TEE - TRENCH DRAIN 4N: 391606.547E: 320747.846

MH 4-3N: 391617.150E: 320716.629

CONTROL STRUCTURE 4N: 391616.031

E: 320698.545

TRENCH DRAIN START 5AN: 391529.689E: 320753.919

TRENCH DRAIN START 5N: 391570.521E: 320742.017

MH 5-1N: 391512.884E: 320736.967

TEE - TRENCH DRAIN 5N: 391533.377E: 320733.326

MH 5-3N: 391509.345E: 320750.204

TRENCH DRAIN START 6AN: 391460.538E: 320727.080

TRENCH DRAIN START 6N: 391440.739E: 320740.699

90 BENDN: 391457.455E: 320758.520

MH 6-1N: 391488.979E: 320731.570

45 BENDN: 391485.264E: 320730.486

TEE - TRENCH DRAIN 6N: 391487.053E: 320732.962

TRENCH DRAIN START 7AN: 391407.482E: 320818.247

TRENCH DRAIN START 7N: 391415.237E: 320795.596

MH 7-1N: 391427.083E: 320842.905

45 BENDN: 391431.879E: 320787.035

90 BENDN: 391438.968E: 320789.529

TEE -TRENCH DRAIN 7N: 391431.839E: 320823.002

CONTROL STRUCTURE 7N: 391397.350E: 320838.362

MH 7-3N: 391412.871E: 320843.389

TRENCH DRAIN START 8AN: 391459.449E: 320883.118

TRENCH DRAIN START 8N: 391433.720E: 320900.154

MH 8-1N: 391438.977E: 320859.594

45 BENDN: 391442.949E: 320864.258

TEE - TRENCH DRAIN 8N: 391438.234E: 320863.317

TRENCH DRAIN START 9N: 391398.135E: 320953.871

MH 9-1N: 391424.439E: 320994.126

90 BENDN: 391422.236E: 320952.325

CONTROL STRUCTURE 10N: 391550.821E: 320647.599

MH 10-1N: 391558.294E: 320590.471

MH 10-3N: 391550.588E: 320606.516

TRENCH DRAIN START 10N: 391527.166E: 320573.370

MH 11-1N: 391427.087E: 320565.087

TRENCH DRAIN START 11N: 391386.828E: 320562.676

MH 12-1N: 391315.918E: 320567.386

TRENCH DRAIN START 12N: 391288.984E: 320599.055

MH 12-3N: 391302.528E: 320557.878

CONTROL STRUCTURE 12N: 391318.009E: 320534.722

MH 14-1N: 391265.884E: 320742.319

TRENCH DRAIN START 14N: 391260.786E: 320676.429

CONTROL STRUCTURE 14N: 391228.262E: 320742.325

MH 14-3N: 391248.078E: 320746.954

MH 11-3N: 391426.797E: 320578.453

CONTROL STRUCTURE 11N: 391445.777E: 320578.868

CONTROL STRUCTURE 5N: 391495.311E: 320774.498

MH 8-3N: 391455.545E: 320863.672

CONTROL STRUCTURE 8 N: 391459.721E: 320846.779

CONTROL STRUCTURE 9N: 391393.527E: 320996.016

MH 1-2N: 391653.927E: 320969.797

MH 2-2N: 391623.184E: 320923.058

MH 3-2N: 391645.771E: 320870.121

MH 4-2N: 391613.655E: 320722.797

MH 5-2N: 391511.102E: 320743.336

MH 7-2N: 391421.617E: 320843.076

MH 8-2N: 391448.650E: 320862.025

MH 9-3N: 391410.612E: 320995.462

MH 9-2N: 391417.669E: 320994.812

MH 10-2N: 391553.545E: 320600.075

MH 11-2N: 391426.898E: 320571.367

MH 12-2N: 391308.376E: 320561.886

MH 14-2

N: 391254.959E: 320745.175

MH 6-2N: 391484.915E: 320725.015

MH 6-3

N: 391480.989 E: 320719.113

CONTROL STRUCTURE 6N: 391471.765E: 320705.228

C-003La st s av ed b y:

P lo tte d:

-1

Fi le na m e:

N A.

O M

.C O

M \L

\R O

-U

K1 \D

C S\

\2 0-

_C -0

W G

La st s av ed b y:

P lo tte d:

-1

Fi le na m e:

N A.

O M

.C O

M \L

\R O

-U

K1 \D

C S\

\2 0-

_C -0

W G

N A

V A

S E

N G

E R

C O

M M

A N

E U

R A

O N

O W

1708050

N33191-20-D-0605

1 2 3 4 5

AS NOTED

10 SOUTH JEFFERSON ST.

SUITE 1600

ROANOKE, VIRGINIA, USA

E D

R A

C C

R O

0 600m300m 1:6000

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS

CONTRACTOR HAUL ROUTE

AIRFIELD ACCESS GATE

WORK AREAS (TYP)

GENERAL SHEET NOTES:

1. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS.

2. RESTRICTED AREA FROM AIRFIELD ACCESS GATE TO

WORK ZONE REQUIRES ESCORT BY PROPERLY

BADGED AND AUTHORIZED PERSONNEL.

3. CONTRACTOR MAY USE ICELANDIC COAST GUARD

SOUTHEAST AIRFIELD ACCESS GATE TO ACCESS

AND USE EXISTING HAUL ROUTE AS INDICATED.

4. CONTRACTOR SHALL COORDINATE WITH ICELANDIC

COAST GUARD. ICELANDIC COAST GUARD TO

PROVIDE ACCESS GATE FOR USE DURING

CONSTRUCTION

5. THE CONTRACTOR SHALL MAINTAIN ALL HAUL

ROUTES AS DEEMED NECESSARY TO PERFORM

CONSTRUCTION OPERATIONS. THE CONTRACTOR

MUST MAINTAIN HAUL ROUTES IN A DUST-FREE

CONDITION AND SHALL MINIMIZE THE GENERATION

OF FOD AT ALL TIMES.

6. THE CONTRACTOR MUST COORDINATE HAUL

ROUTES, CLOSURES, AND SCHEDULES WITH OTHER

PROJECTS WHICH MAY BE UNDERWAY DURING THE

SAME TIME PERIOD AS THIS CONTRACT. THE

CONTRACTOR SHALL USE HAUL ROUTES AS NOTED

ON THE PLANS.

DELT

A-2

DELTA AREA

GOLF-2

-1

SIERRA-3

R A-

LOOP #19

HAS 1801

HAS 1803

HAS 1802

HAS 1804

HAS 1810

HAS 1805

HAS 1808

HAS 1809

HAS 1811

HAS 1806

HAS 1807

HAS 1814

HAS 1812

HOTEL-2

HOTEL-1

RUNWAY 10/28

R U

N W

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

MH 1-1N: 391648.301E: 320970.195

TEE - TRENCH DRAIN 1N: 391649.854E: 320989.752

MH 1-3N: 391661.001E: 320969.328

CONTROL STRUCTURE 1N: 391659.552E: 320949.239

TRENCH DRAIN START 1AN: 391674.068E: 320987.794

TRENCH DRAIN START 1N: 391653.089E: 321030.509

TDTD

1+000

1+020

1+040

1+060

1+080

1+100

1+105

1+024

1+000

1+020

TDTD

1+020

1+000

1+020

1+000

1+020

1+040

1+060

1+080

1+100

1+105

1+025

1+000

1+020

1+109

1+000 1+020

1+040

1+060

1+080

1+100

1+025

1+000

1+020

1+113

1+000

1+020

1+040

1+060

1+080

1+100

1+021

1+000

1+020

1+109

1+000

1+020

1+040

1+060

1+080

1+100

1+028

1+000

1+020

1+123

1+000

1+020

1+040

1+060

1+080

1+100

1+120

1+025

1+000

1+020

1+087

1+000

1+020

1+040

1+060

1+080

1+030

1+000

1+020

1+107

1+000

1+020

1+040

1+060

1+080

1+100

1+084

1+000

1+020

1+040

1+060

1+080

1+097

1+000

1+020

1+040

1+060

1+080

1+000

1+020

1+040

1+060

1+080

1+100

1+116

1+100

1+000

1+020

1+040

1+060

1+080TDTD

TRENCH DRAIN START 2AN: 391610.613E: 320942.807

TRENCH DRAIN START 2N: 391634.130E: 320980.092

TEE - TRENCH DRAIN 2N: 391630.838E: 320941.183

MH 2-1N: 391629.252E: 320922.450

MH 2-3N: 391616.130E: 320923.772

CONTROL STRUCTURE 2N: 391614.805E: 320906.427

TRENCH DRAIN START 3AN: 391666.121E: 320888.184

TRENCH DRAIN START 3N: 391644.894E: 320930.857

MH 3-1N: 391640.145E: 320870.519

TEE - TRENCH DRAIN 3N: 391641.687E: 320890.107

MH 3-3N: 391652.845E: 320869.652

CONTROL STRUCTURE 3N: 391651.396E: 320849.563

TRENCH DRAIN START 4AN: 391624.729E: 320730.992

TRENCH DRAIN START 4 N: 391630.005E: 320782.544

MH 4-1N: 391601.686E: 320743.895

TEE - TRENCH DRAIN 4N: 391606.547E: 320747.846

MH 4-3N: 391617.150E: 320716.629

CONTROL STRUCTURE 4N: 391616.031E: 320698.545

TRENCH DRAIN START 5AN: 391529.689E: 320753.919

TRENCH DRAIN START 5N: 391570.521E: 320742.017

MH 5-1N: 391512.884E: 320736.967

TEE - TRENCH DRAIN 5N: 391533.377E: 320733.326

MH 5-3N: 391509.345E: 320750.204

TRENCH DRAIN START 6AN: 391460.538E: 320727.080

TRENCH DRAIN START 6N: 391440.739E: 320740.699

90 BENDN: 391457.455E: 320758.520

MH 6-1N: 391488.979E: 320731.570

45 BENDN: 391485.264E: 320730.486

TEE - TRENCH DRAIN 6N: 391487.053E: 320732.962

TRENCH DRAIN START 7AN: 391407.482E: 320818.247

TRENCH DRAIN START 7N: 391415.237E: 320795.596

MH 7-1N: 391427.083E: 320842.905

45 BENDN: 391431.879E: 320787.035

90 BENDN: 391438.968E: 320789.529

TEE -TRENCH DRAIN 7N: 391431.839E: 320823.002

CONTROL STRUCTURE 7N: 391397.350E: 320838.362

MH 7-3N: 391412.871E: 320843.389

TRENCH DRAIN START 8AN: 391459.449E: 320883.118

TRENCH DRAIN START 8N: 391433.720E: 320900.154

MH 8-1N: 391438.977E: 320859.594

45 BENDN: 391442.949E: 320864.258

TEE - TRENCH DRAIN 8N: 391438.234E: 320863.317

TRENCH DRAIN START 9N: 391398.135E: 320953.871

MH 9-1N: 391424.439E: 320994.126

90 BENDN: 391422.236E: 320952.325

CONTROL STRUCTURE 10N: 391550.821E: 320647.599

MH 10-1N: 391558.294E: 320590.471

MH 10-3N: 391550.588E: 320606.516

TRENCH DRAIN START 10N: 391527.166E: 320573.370

MH 11-1N: 391427.087E: 320565.087

TRENCH DRAIN START 11N: 391386.828E: 320562.676

MH 12-1N: 391315.918E: 320567.386

TRENCH DRAIN START 12N: 391288.984E: 320599.055

MH 12-3N: 391302.528E: 320557.878

CONTROL STRUCTURE 12N: 391318.009E: 320534.722

MH 14-1N: 391265.884E: 320742.319

TRENCH DRAIN START 14N: 391260.786E: 320676.429

CONTROL STRUCTURE 14N: 391228.262E: 320742.325

MH 14-3N: 391248.078E: 320746.954

MH 11-3N: 391426.797E: 320578.453

CONTROL STRUCTURE 11N: 391445.777E: 320578.868

CONTROL STRUCTURE 5N: 391495.311E: 320774.498

MH 8-3N: 391455.545E: 320863.672

CONTROL STRUCTURE 8N: 391459.721E: 320846.779

CONTROL STRUCTURE 9N: 391393.527E: 320996.016

MH 1-2N: 391653.927E: 320969.797

MH 2-2N: 391623.184E: 320923.058

MH 3-2N: 391645.771E: 320870.121

MH 4-2N: 391613.655E: 320722.797

MH 5-2N: 391511.102E: 320743.336

MH 7-2N: 391421.617E: 320843.076

MH 8-2N: 391448.650E: 320862.025

MH 9-3N: 391410.612E: 320995.462

MH 9-2N: 391417.669E: 320994.812

MH 10-2N: 391553.545E: 320600.075

MH 11-2N: 391426.898E: 320571.367

MH 12-2N: 391308.376E: 320561.886

MH 14-2N: 391254.959E: 320745.175

MH 6-2N: 391484.915E: 320725.015

MH 6-3

N: 391480.989 E: 320719.113

CONTROL STRUCTURE 6N: 391471.765E: 320705.228

D D

D D D

2 3

La st s av ed b y:

P lo tte d:

-1

Fi le na m e:

N A.

O M

.C O

M \L

\R O

-U

K1 \D

C S\

\2 0-

_C -0

W G

La st s av ed b y:

P lo tte d:

-1

Fi le na m e:

N A.

O M

.C O

M \L

\R O

-U

K1 \D

C S\

\2 0-

_C -0

W G

N A

V A

S E

N G

E R

C O

M M

A N

E U

R A

O N

O W

1708050

N33191-20-D-0605

1 2 3 4 5

AS NOTED

10 SOUTH JEFFERSON ST.

SUITE 1600

ROANOKE, VIRGINIA, USA

E D

50m 75m 100m 125m0 25m 1:1250

C1 C-009

C-004

PHASE 1

PHASE 2

PHASE 3

PHASE 4

MINIMUM WINGTIP SEPARATION BOUNDARY

LOW PROFILE CONSTRUCTION BARRIER (NUMBER

REPRESENTS PHASE)

LIMIT OF WORK

LEGEND:

12 (TYP)

HOTEL 2

R A-

HOTEL 1

HOTEL 2

1. PHASE 1 WORK AT HAS 1807, HAS 1808, AND HAS 1809

2. PHASE 2 WORK AT HAS 1804, HAS 1805, AND HAS 1806

3. PHASE 3 WORK AT HAS 1801, HAS 1802, AND HAS 1803

4. PHASE 4 WORK AT HAS 1810, HAS 1811, HAS 1812, AND

HAS 1814

PHASING NOTES:

GENERAL SHEET NOTES:

1. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS

2. CONTRACTOR MUST PROVIDE A CONSTRUCTION PHASING PLAN

ACCORDING TO UFC AND ICAO REQUIREMENTS AND

RESTRICTIONS TO THE CONTRACTING OFFICER FOR APPROVAL

PRIOR TO BEGINNING CONSTRUCTION OPERATIONS.

3. THE CONTRACTOR MUST COORDINATE TAXILANE CLOSURES

AND HAS WORK AREAS WITH ICELANDIC COAST GUARD PRIOR

TO PLACEMENT OF BARRICADES AND DEMOLITION OF

INFRASTRUCTURE.

4. LOW PROFILE BARRICADES AND TEMPORARY CLOSED TAXIWAY

MARKERS MUST BE IN ACCORDANCE WITH DRAWINGS.

5. THE CONTRACTOR'S SUPERINTENDENT MUST ATTEND PERIODIC

CONSTRUCTION PROGRESS AND SAFETY/SECURITY MEETINGS

AS REQUIRED AND SCHEDULED BY THE CONTRACTING OFFICER

THROUGHOUT THE DURATION OF THE PROJECT. CONTRACTOR

SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE

A MINIMUM OF 72 HOURS PRIOR TO THE NEED TO CLOSE A

HARDENED AIRCRAFT SHELTER, TAXIWAY, OR ANY PORTION

THEREOF. THE CONTRACTOR SHALL COORDINATE AND RECEIVE

WRITTEN APPROVAL FROM THE CONTRACTING OFFICER'S

REPRESENTATIVE FOR ALL AREA CLOSURES AND OPENINGS.

PLACEMENT AND/OR REMOVAL OF BARRICADES AND CLOSED

PAVEMENT MARKERS SHALL COMMENCE ONLY AFTER

RECEIVING APPROVAL FROM CONTRACTING OFFICER'S

REPRESENTATIVE.

6. PRIOR TO THE CONTRACTOR LEAVING THE BARRICADE IN PLACE

OVERNIGHT, ALL TAXIWAY LIGHTS SHALL BE TURNED OFF

WITHIN THE WORK AREA. TURNING OFF THIS SECTION OF

LIGHTS MAY REQUIRE ELECTRICAL SHUNTS. THE CONTRACTOR

SHALL COORDINATE WITH THE CONTRACTING OFFICER TO

ENSURE THAT THE WORK AREA IS SECURED AND NO FIXTURES

ARE LIT. CONSTRUCTION EQUIPMENT MUST BE RETURNED TO

THE STAGING AREA AT THE END OF EACH WORK DAY UNLESS

APPROVED BY THE CONTRACTING OFFICER.

7. AT NO TIME SHALL THE CONTRACTOR OPERATE OR PARK ANY

EQUIPMENT WITHIN ACTIVE AIRCRAFT OPERATIONAL AREAS. NO

PERSONAL VEHICLES WILL BE ALLOWED ON THE AIRFIELD. ONLY

PROPERLY-IDENTIFIED WORK VEHICLES WITH YELLOW

ROTATING BEACON OR STROBE AND WHEEL CHOCKS WILL BE

ALLOWED.

8. THE CONTRACTOR MUST BE PREPARED TO DEMOBILIZE ANY

EQUIPMENT AND MATERIALS FROM THE IMMEDIATE AREA THAT

ARE DEEMED A HAZARD TO FLIGHT OPERATIONS.

9. MATERIAL STORAGE AREAS MUST BE APPROVED BY THE

CONTRACTING OFFICER PRIOR TO THE STOCKPILING OF

MATERIALS.

10. THE CONTRACTOR MUST COORDINATE WITH ICELANDIC COAST

GUARD REGARDING OPERATION AND SHUTDOWN OF AIRFIELD

LIGHTING CIRCUITS. LIGHTING CIRCUITS MUST BE TURNED OFF

AND LOCKED OUT PRIOR TO STARTING WORK ON OR NEAR

AIRFIELD LIGHTING CIRCUITS.

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

TDTDTD

MH 6-3

N: 391480.989 E: 320719.113

D D

C-005La st s av ed b y:

P lo tte d:

-1

Fi le na m e:

N A.

O M

.C O

M \L

\R O

-U

K1 \D

C S\

\2 0-

_C -0

W G

La st s av ed b y:

P lo tte d:

-1

Fi le na m e:

N A.

O M

.C O

M \L

\R O

-U

K1 \D

C S\

\2 0-

_C -0

W G

N A

V A

S E

N G

E R

C O

M M

A N

E U

R A

O N

O W

1708050

N33191-20-D-0605

1 2 3 4 5

AS NOTED

10 SOUTH JEFFERSON ST.

SUITE 1600

ROANOKE, VIRGINIA, USA

E D

50m0 100m 1:1000

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS

TEMPORARY METAL

CONSTRUCTION FENCE

MINIMUM WINGTIP

SEPARATION DISTANCE

12 (TYP.)

LOW PROFILE

CONSTRUCTION

BARRIER

C1 C-009

HOTEL 2

HOTEL 1

HOTEL 2

R A-

HOTEL 1

1. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS

2. CONSTRUCTION EQUIPMENT AND PERSONNEL MUST NOT

EXIT FREE WORK ZONE AREA DURING CONSTRUCTION. AN

ESCORT WILL BE REQUIRED TO LEAVE THE FREE WORK

ZONE AT ANY TIME.

3. TAXILANES OUTSIDE OF PHASE 1 LIMITS WILL REMAIN IN

OPERATION FOR THE DURATION OF THE PHASE.

4. ONE HAS PER PHASE MAY BE USED FOR LAYDOWN AND

THE LOCATION OF A CONSTRUCTION OFFICE.

C1 C-009

PHASE 1

PHASE 2

PHASE 3

PHASE 4

MINIMUM WINGTIP SEPARATION BOUNDARY

LOW PROFILE CONSTRUCTION BARRIER (NUMBER

REPRESENTS PHASE)

LIMIT OF WORK

TEMPORARY METAL CONSTRUCTION FENCE

LEGEND:

PHASE 1:

1. WORK AT HAS 1807, HAS 1808, AND HAS 1809

PHASING NOTES:

GENERAL SHEET NOTES:

X X

X X X

X X

TDTDTD

MH 6-3

N: 391480.989 E: 320719.113

D D

D D D

C-006La st s av ed b y:

P lo tte d:

-1

Fi le na m e:

N A.

O M

.C O

M \L

\R O

-U

K1 \D

C S\

\2 0-

_C -0

W G

La st s av ed b y:

P lo tte d:

-1

Fi le na m e:

N A.

O M

.C O

M \L

\R O

-U

K1 \D

C S\

\2 0-

_C -0

W G

N A

V A

S E

N G

E R

C O

M M

A N

E U

R A

O N

O W

1708050

N33191-20-D-0605

1 2 3 4 5

AS NOTED

10 SOUTH JEFFERSON ST.

SUITE 1600

ROANOKE, VIRGINIA, USA

E D

50m0 100m 1:1000

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS

TEMPORARY METAL

CONSTRUCTION FENCE

MINIMUM WINGTIP

SEPARATION DISTANCE

12 (TYP.)

HOTEL 2

HOTEL 1

HOTEL 2

HOTEL 1

1. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS

2. CONSTRUCTION EQUIPMENT AND PERSONNEL MUST NOT

EXIT FREE WORK ZONE AREA DURING CONSTRUCTION. AN

ESCORT WILL BE REQUIRED TO LEAVE THE FREE WORK

ZONE AT ANY TIME.

3. TAXILANES OUTSIDE OF PHASE 2 LIMITS WILL REMAIN IN

OPERATION FOR THE DURATION OF THE PHASE.

4. ONE HAS PER PHASE MAY BE USED FOR LAYDOWN AND

THE LOCATION OF A CONSTRUCTION OFFICE.

LOW PROFILE

CONSTRUCTION

BARRIER

C1 C-009

PHASE 1

PHASE 2

PHASE 3

PHASE 4

MINIMUM WINGTIP SEPARATION BOUNDARY

LOW PROFILE CONSTRUCTION BARRIER (NUMBER

REPRESENTS PHASE)

LIMIT OF WORK

TEMPORARY METAL CONSTRUCTION FENCE

LEGEND:

PHASE 2:

1. WORK AT HAS 1804, HAS 1805, AND HAS 1806

PHASING NOTES:

GENERAL SHEET NOTES:

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

TDTDTDTDTDTD

SFSF

SF SD

D D

D D3

C-007La st s av ed b y:

P lo tte d:

-1

Fi le na m e:

N A.

O M

.C O

M \L

\R O

-U

K1 \D

C S\

\2 0-

_C -0

W G

La st s av ed b y:

P lo tte d:

-1

Fi le na m e:

N A.

O M

.C O

M \L

\R O

-U

K1 \D

C S\

\2 0-

_C -0

W G

N A

V A

S E

N G

E R

C O

M M

A N

E U

R A

O N

O W

1708050

N33191-20-D-0605

1 2 3 4 5

AS NOTED

10 SOUTH JEFFERSON ST.

SUITE 1600

ROANOKE, VIRGINIA, USA

E D

10m0 50m 1:500

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS

PHASE 3:

1. WORK AT HAS 1801, HAS 1802, AND HAS 1803

PHASING NOTES:

TEMPORARY METAL

CONSTRUCTION FENCE

MINIMUM WINGTIP

SEPARATION DISTANCE

12 (TYP.)

HOTEL 1

GENERAL SHEET NOTES:

1. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS

2. CONSTRUCTION EQUIPMENT AND PERSONNEL MUST NOT

EXIT FREE WORK ZONE AREA DURING CONSTRUCTION. AN

ESCORT WILL BE REQUIRED TO LEAVE THE FREE WORK

ZONE AT ANY TIME.

3. TAXILANES OUTSIDE OF PHASE 3 LIMITS WILL REMAIN IN

OPERATION FOR THE DURATION OF THE PHASE.

4. ONE HAS PER PHASE MAY BE USED FOR LAYDOWN AND

THE LOCATION OF A CONSTRUCTION OFFICE.

LOW PROFILE

CONSTRUCTION

BARRIER

C1 C-009

PHASE 1

PHASE 2

PHASE 3

PHASE 4

MINIMUM WINGTIP SEPARATION BOUNDARY

LOW PROFILE CONSTRUCTION BARRIER (NUMBER

REPRESENTS PHASE)

LIMIT OF WORK

TEMPORARY METAL CONSTRUCTION FENCE

LEGEND:

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

TDTD

TDTDTD

MH 6-3

N: 391480.989 E: 320719.113

D D

D D D

C-008La st s av ed b y:

P lo tte d:

-1

Fi le na m e:

N A.

O M

.C O

M \L

\R O

-U

K1 \D

C S\

\2 0-

_C -0

W G

La st s av ed b y:

P lo tte d:

-1

Fi le na m e:

N A.

O M

.C O

M \L

\R O

-U

K1 \D

C S\

\2 0-

_C -0

W G

N A

V A

S E

N G

E R

C O

M M

A N

E U

R A

O N

O W

1708050

N33191-20-D-0605

1 2 3 4 5

AS NOTED

10 SOUTH JEFFERSON ST.

SUITE 1600

ROANOKE, VIRGINIA, USA

E D

50m0 100m 1:1000

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS

PHASE 4:

1. WORK AT HAS 1810, HAS 1811, HAS 1812, AND HAS 1814

PHASING NOTES:

TEMPORARY METAL

CONSTRUCTION FENCE

12 (TYP) MINIMUM WINGTIP

SEPARATION DISTANCE

HOTEL 2

HOTEL 1

HOTEL 2

HOTEL 1

GENERAL SHEET NOTES:

1. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS

2. CONSTRUCTION EQUIPMENT AND PERSONNEL MUST NOT

EXIT FREE WORK ZONE AREA DURING CONSTRUCTION. AN

ESCORT WILL BE REQUIRED TO LEAVE THE FREE WORK

ZONE AT ANY TIME.

3. TAXILANES OUTSIDE OF PHASE 4 LIMITS WILL REMAIN IN

OPERATION FOR THE DURATION OF THE PHASE.

4. ONE HAS PER PHASE MAY BE USED FOR LAYDOWN AND

THE LOCATION OF A CONSTRUCTION OFFICE.

LOW PROFILE

CONSTRUCTON

BARRIER

C1 C-009

PHASE 1

PHASE 2

PHASE 3

PHASE 4

MINIMUM WINGTIP SEPARATION BOUNDARY

LOW PROFILE CONSTRUCTION BARRIER (NUMBER

REPRESENTS PHASE)

LIMIT OF WORK

TEMPORARY METAL CONSTRUCTION FENCE

LEGEND:

BARRICADE NOTES:

1. BARRICADES SHALL BE SPACED 2440 MAXIMUM SEPARATION, OR AS INSTRUCTED BY THE CONTRACTING

OFFICER.

2. INSTALL WHERE INDICATED ON PHASING PLANS OR IN LOCATIONS APPROVED BY THE CONTRACTING

OFFICER.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING, MOVING, LIGHTING AND MAINTAINING THE BARRICADES DURING CONSTRUCTION OF THE ENTIRE PROJECT. BARRICADE LINES MUST BE MAINTAINED

AT ALL TIMES.

4. INSTALL A MINIMUM OF 2 RED FLASHING LIGHTS EQUALLY SPACED PER EACH 2440 LONG BARRICADE.

FLASHING LIGHTS MUST BE AT LEAST FIVE CANDELAS EFFECTIVE INTENSITY AND FLASH AT A RATE OF FROM 55 TO 160 FLASHES PER MINUTE PER AF ETL 04-2 PARAGRAPH 9.2.1. CONTRACTOR SHALL HAVE

SPARE LIGHTS ON-HAND TO ENSURE THESE ARE ALWAYS OPTIONAL.

5. CONTRACTOR SHALL USE WATER-FILLED LOW PROFILE BARRICADES DESIGNED FOR AIRPORT USE.

CONTRACTOR SHALL ENSURE THESE ARE SECURE AT THE BEGINNING OF EACH WORK DAY OR FILL WITH

ADDITIONAL WATER.

6. BARRICADES SHALL BE PLACED AS INSTRUCTED BY THE CONTRACTING OFFICER.

LOW PROFILE CONSTRUCTION BARRIERC1 NO SCALE

2440 2440 SEPARATION

RED FLASHING LIGHTS

HIGHLY REFLECTIVE DIAGONAL

ALTERNATING ORANGE AND

WHITE STRIPES (BOTH SIDES)

TAXIWAY C

YELLOW

REFLECTIVE

PAINT 150

3.8

°0

'0"

TEMPORARY CLOSED TAXIWAY MARKERC4 NO SCALE

UNLESS OTHERWISE NOTED, DIMENSIONS WITH DECIMALS ARE IN METERS AND DIMENSIONS WITHOUT ARE IN MILLIMETERS.

NOTES:

1. TEMPORARY MARKER FOR CLOSED TAXILANE TO BE CONSTRUCTED OF FABRIC, PLYWOOD, SNOW FENCE

OR SUITABLE MATERIAL.

2. SECURE THE TEMPORARY MARKER IN PLACE AT THE LOCATION SHOWN ON THE PHASING PLANS TO

DENOTE A TEMPORARILY CLOSED TAXILANE.

3. TEMPORARY MARKER TO BE TO BE PAINTED YELLOW.

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AS NOTED

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SUITE 1600

ROANOKE, VIRGINIA, USA

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1 2 3 4 5

AS NOTED

10 SOUTH JEFFERSON ST.

SUITE 1600

ROANOKE, VIRGINIA, USA

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GENERAL SHEET NOTES:

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1708050

N33191-20-D-0605

1 2 3 4 5

AS NOTED

10 SOUTH JEFFERSON ST.

SUITE 1600

ROANOKE, VIRGINIA, USA

E D

5m 10m0 25m

1:250

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS

GENERAL SHEET NOTES:

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N33191-20-D-0605

1 2 3 4 5

AS NOTED

10 SOUTH JEFFERSON ST.

SUITE 1600

ROANOKE, VIRGINIA, USA

E D

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS

GENERAL SHEET NOTES:

1. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS.

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1708050

N33191-20-D-0605

1 2 3 4 5

AS NOTED

10 SOUTH JEFFERSON ST.

SUITE 1600

ROANOKE, VIRGINIA, USA

E D

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS

GENERAL SHEET NOTES:

1. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS.

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1708050

N33191-20-D-0605

1 2 3 4 5

AS NOTED

10 SOUTH JEFFERSON ST.

SUITE 1600

ROANOKE, VIRGINIA, USA

E D

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS

GENERAL SHEET NOTES:

1. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS.

G S

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KEY PLAN

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1708050

N33191-20-D-0605

1 2 3 4 5

AS NOTED

10 SOUTH JEFFERSON ST.

SUITE 1600

ROANOKE, VIRGINIA, USA

E D

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS

GENERAL SHEET NOTES:

1. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS.

G S

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C…

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 Jun 6, 2023.