W9128F-16-R-0085-Drawings-Repair-Alpha-Hammerhead.pdf

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Attached to: REPAIR ALPHA HAMMERHEAD, QVJF 13-0035, MINOT AFB, NORTH DAKOTA
Solicitation number: W9128F-16-R-0085
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

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US Army Corps of Engineers

PROJECT NUMBER: QJVF 13-0035

MINOT AFB

NORTH DAKOTA

REPAIR ALPHA HAMMERHEAD

Omaha District of Engineers

US Army Corps

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

CHIEF:

SUBMITTED BY:

SECTION

STRUCT/INTER

MECH

ENVIR

ELECT

CIVIL

ARCH

GEOT

CADD

PROJECT COORD.

DATE

CHIEF, DESIGN BRANCH

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL OF DRAWINGS IN THIS SET.

ENGINEERING DIVISION, P.E.

CHIEF,

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152

AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR

THIS PROJECT WAS DESIGNED BY THE OMAHA DISTRICT OF THE US ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES

ENGINEERING & SCIENCES BRANCH

CHIEF, GEOTECHNICAL

ENGINEERING BRANCH

CHIEF, HYDROLOGIC

PLA

SOLICITATION NO. W9128F-16-R-0085

JUNE 2016

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IDENTIFICATION

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®of Engineers

US Army Corps

G-002

E X

W F -1

-R -0

M A

OMAHA DISTRICT

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DESIGN FILE FILE NUMBER SHEET NO. DESCRIPTION

INDEX

G-002

C-001

C-002

C-003

CD101

CD201

CP101

CP501

CP604

COVER SHEET

INDEX

LOW PROFILE BARRICADE AND CLOSED TAXIWAY CROSS DETAILS

EQUIPMENT HEIGHT SAFETY PLAN

REMOVAL PLAN

PAVEMENT REMOVAL SECTIONS

PAVING PLAN

JOINT DETAILS

JOINT SEALANT DETAILS

REINFORCEMENT DETAILS

TEMPORARY DISPLACED THRESHOLD MARKING PLAN - AREA 4

MIA9G-001.DWG

MIA9G-002.DWG

MIA9C-001.DWG

MIA9C-002.DWG

MIA9C-003.DWG

MIA9CD101.DWG

MIA9CP101.DWG

MIA9CP501.DWG

MIA9CD201.DWG

CP401MIA9CP401.DWG JOINT LAYOUT PLAN

CP201MIA9CP201.DWG PAVEMENT REPLACEMENT SECTIONS

MIA9CP502.DWG

MIA9CP503.DWG

MIA9CP504.DWG

CP502

CP503

CP504

CG101 GRADING PLANMIA9CG101.DWG

CP102 ALPHA HAMMERHEAD GEOMETRIC PLAN MIA9CP102.DWG

CG401MIA9CG401.DWG SPOT ELEVATION PLAN

MIA9CP604.DWG

MIA9CP701.DWG CP701 PAVEMENT MARKING PLAN - AREA 1

MIA9CP801.DWG CP801 PAVEMENT MARKING DETAILS

ED101 ELECTRICAL DEMOLITION - AREA A MIA9ED101.DWG

EL101MIA9EL101.DWG ELECTRICAL LAYOUT - AREA A

EC101MIA9EC101.DWG ELECTRICAL CIRCUITS - AREA A

EC102MIA9EC102.DWG ELECTRICAL CIRCUITS AND RUNWAY LIGHTING MODIFICATIONS - AREA B

EC103MIA9EC103.DWG RUNWAY LIGHTING MODIFICATIONS - AREA C

EC104MIA9EC104.DWG RUNWAY LIGHTING MODIFICATIONS - AREA D

EC105MIA9EC105.DWG RUNWAY LIGHTING MODIFICATIONS - AREA E

E010MIA9E010.DWG ELECTRICAL DETAILS

C-004

C-005 PAVEMENT CORING LOCATION PLAN

TOPOGRAPHIC SURVEY INFORMATION

MIA9C-004.DWG

MIA9C-005.DWG

STATIC GROUND DETAIL

CP603 TEMPORARY DISPLACED THRESHOLD MARKING PLAN - AREA 3MIA9CP603.DWG

CP605 TEMPORARY DISPLACED THRESHOLD MARKING PLAN - AREA 5MIA9CP605.DWG

PROJECT LOCATION PLAN - SHEET 1 OF 2

AF 113-10-05

MIA9CP702.DWG CP702

MIA9CP703.DWG CP703

MIA9CP704.DWG CP704

MIA9CP705.DWG CP705

PAVEMENT MARKING PLAN - AREA 2

PAVEMENT MARKING PLAN - AREA 3

PAVEMENT MARKING PLAN - AREA 4

PAVEMENT MARKING PLAN - AREA 5

ED102MIA9ED102.DWG

EL102MIA9EL102.DWG ELECTRICAL LAYOUT - AREA B

ELECTRICAL DEMOLITION - AREA B

C-006MIA9C-006.DWG

PROJECT LOCATION PLAN - SHEET 2 OF 2

XX XX XX XX XX XX

XX XX XX XX XX

X X

XXXXXX XX XX XX

X X

XXXX

X X

XX XX XX XX XX XXXXXXXXXX

FIG

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LAGOON

SEWAGE

D E

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FLIGHT LINE DRIVE

T A

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AREA

TRAINING

FIREFIGHTER

TOWNSHIP ROAD

RANGE R

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T A

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FLIGHTLINE MUNITIONS

H O

L D

A D

A L T

F L

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N S

123 125

112 114 116

P R

TAXIW

3 1

PLAYGROUND

BASE CANTONMENT AREA

TRAINING SITE

12 105

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3 164

PLAYGROUND

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IDENTIFICATION

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®of Engineers

US Army Corps

CORPS OF ENGINEERS

AIRFIELD OPERATIONS

MAGIC CITY GATE

C-001

O J E

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CONDITION BY REPAIRING POTHOLES, RUTS, AND SOFT YIELDING SPOTS.

1. THE CONTRACTOR SHALL RESTORE ALL HAUL ROUTES BACK TO ORIGINAL

CONTRACTING OFFICER FOR APPROVAL OF LOCATIONS.

ZONES AT ALL TIMES FOR FIRE DEPARTMENT. COORDINATE AREA WITH THE

2. CONTRACTOR SHALL PROVIDE A 12' WIDE ACCESS THROUGH WORK

POINT OF ENTRY FOR CONTRACTORS WORKING AT THE BASE.

THE HAUL ROUTE IS A MAIN ACCESS POINT FOR THE BASE AND A MAIN

OTHER CONTRACTORS, SECURITY POLICE AND BASE OPS AS A PORTION OF

3. THE HAUL ROUTE WILL BE USED BY THE GENERAL BASE POPULATION,

PASSABLE AT ALL TIMES.

4. THE CONTRACTOR SHALL MAINTAIN THE HAUL ROUTE SO IT REMAINS

NOTES:

MINOT GATE EXIT

MINOT GATE

ALERT AVENUE

CONTROL TOWER

ASS PAR

KIN

APR

O N

R U

N W

AY 12/30

TAXIW

AY C

TAXIW

AY B

SEE NOTE 7

12,470 V POWER -TYP.

SECTIONALIZER - 3 PHASE

TAXIWAY J

TAXIW

AY L

EAD

ALPH

TAXIW

AY A &

SEE NOTE 8

ALTERNATIVE FIRE HYDRANT

SEE NOTE 12

DOUBLE SWING GATE - 20' WIDE

CONTRACTOR ACCESS POINT

GOVERNMENT MANNED

DOUBLE SWING GATE TO THE TOWNSHIP ROAD. US 83 ACCESS IS 1 MILE SOUTH, 2 MILES EAST.

REQUIRED TO IMPROVE THE SHORT SECTION OF ROAD THAT CONNECTS THE ACCESS POINT

FOR ALL COORDINATION WITH THE TOWNSHIP. IN ADDITION, THE CONTRACTOR SHALL BE

SET FORTH BY THE TOWNSHIP AT HIS OWN EXPENSE. THE CONTRACTOR IS RESPONSIBLE

CONTRACTOR. IN ADDITION, THE CONTRACTOR SHALL MEET ALL OTHER REQUIREMENTS

MAINTAIN, AND PROVIDE DUST CONTROL FOR ALL TOWNSHIP ROADS USED BY THE

UNIMPROVED TOWNSHIP ROAD. CONTRACTOR SHALL BE REQUIRED TO IMPROVE,

HIGHWAY 83

TACAN

LEGEND:

SEE NOTES 1, 3, 4, 9, 10 AND 15

CONTRACTOR HAUL ROUTE

PROJECT LOCATION

T O M

N D

SEE N

TES 2 & 6

TAXIW

AY AT TH

IS LO

ATIO

BAR

E AC

R O

STALL LO

FILE

MATERIALS ON OVERRUN ALLOWED

STA. 18+00 - NO STOCKPILING OF

BARRICADE ACROSS OVERRUN RNWY.

RUNWAY 30 END INSTALL LOW PROFILE

AT RNWY. STA. 50+64

TEMPORARY PAPI SYSTEM

CONTRACTOR INSTALLED

GOVERNMENT FURNISHED,

CP603 THRU CP605.

5. FOR TEMPORARY DISPLACED THRESHOLD MARKING PLANS SEE SHEET

PROFILE BARRICADES.

THROUGH THE CONTRACTING OFFICER THE EXACT LOCATION OF ALL LOW

6. CONTRACTOR SHALL COORDINATE WITH MINOT AFB BASE OPERATIONS

ALERT APRON

THRESHOLD AT RNWY. STA. 38+40

INSTALL TEMPORARY DISPLACED

POWER FOR THE BATCH PLANT AND OTHER FACILITIES.

REQUIRED TO PROVIDE HIS OWN TRANSFORMER TO PROVIDE USABLE

THE SIZE OF THE EXISTING TRANSFORMER. THE CONTRACTOR SHALL BE

CONTRACTOR SHALL CONTACT VERENDRYE ELECTRIC TO DETERMINE

THE UTILITY COMPANY DIRECTLY FOR ALL POWER CONSUMED. THE

SHOWN. THE CONTRACTOR SHALL INSTALL A METER AND REIMBURSE

7. POWER IS AVAILABLE FOR CONTRACTOR USE AT THE LOCATIONS

REQUIRED.

SHALL JACK-AND-BORE WATER LINE UNDER ANY EXISTING ROADS, AS

THE CONTRACTING OFFICER ANY TIME ACCESS IS REQUIRED. CONTRACTOR

SHALL COORDINATE ACCESS TO FIRE HYDRANT WITH MINOT AFB THROUGH

PLANT FIRE HYDRANT IS LOCATED IN A CONTROLLED AREA. CONTRACTOR

FIRE HYDRANT IS LOCATED BEHIND BUILDING 718. THE ALTERNATE BATCH

CONNECTION AND MEANS OF CONVEYING WATER TO THE BATCH PLANT SITE.

ENGINEERING OFFICE. THE CONTRACTOR SHALL PROVIDE HIS OWN

THE WATER CONSUMPTION AND REPORT THE WATER USAGE TO BASE CIVIL

WATER METER DOWNSTREAM OF THE EXISTING FIRE HYDRANT TO MEASURE

NO EXPENSE TO THE CONTRACTOR. THE CONTRACTOR SHALL INSTALL A

8. WATER IS AVAILABLE FOR CONTRACTOR USE AT THE LOCATION SHOWN AT

PLACE 4" OF TOPSOIL AND SEED THE AREA.

CONTRACTOR SHALL SLOPE THE STAGING AREA TO DRAIN AT A MINIMUM OF 2%,

PROJECT AND THE SITE RETURNED TO ITS PRECONSTRUCTION CONDITION. THE

NEW IMPROVEMENTS SHALL BE REMOVED AT THE COMPLETION OF THE

ROUTE TO ALLOW FOR SAFE PASSAGE OF CONSTRUCTION EQUIPMENT. ALL

WORKING PLATFORM AND WIDENING OF UNIMPROVED PORTIONS OF THE HAUL

DRAINAGE SYSTEMS, IMPORTING AGGREGATE MATERIALS TO PROVIDE A STABLE

IMPROVEMENTS INCLUDE BUT ARE NOT LIMITED TO GRADING, INSTALLING

/STORAGE AREA/BATCH PLANT AREA/HAUL ROUTE TO MEET HIS NEEDS.

10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IMPROVE THE STAGING

ALL OF THE CONTRACTOR'S HEAVY EQUIPMENT.

AREA, HAUL ROUTE, AND CONSTRUCTION FREE ZONE ARE OFF LIMITS TO

11. ALL AREAS ON MINOT AFB OTHER THAN THE CONTRACTOR'S STAGING

THE CONTRACTING OFFICER.

CONTRACTOR MAY REQUEST EXTENDED HOURS OF GATE ACCESS THROUGH

WEEK FROM 6:00 AM UNTIL 10:00 PM. FOURTEEN DAYS IN ADVANCE THE

WHICH WILL BE MANNED BY GOVERNMENT SECURITY FORCES 7 DAYS A

PM. ALTERNATIVELY, THE CONTRACTOR MAY USE THE MAGIC CITY GATE

BY GOVERNMENT SECURITY FORCES 7 DAYS A WEEK FROM 6:00 AM TILL 5:30

TO AVOID ACCESS DELAYS. CONTRACTOR ACCESS POINT WILL BE MANNED

STRATEGICALLY SCHEDULE PERSONNEL ACCESS AND MATERIAL DELIVERY'S

VEHICLES ONE VEHICLE AT A TIME. THEREFORE, THE CONTRACTOR SHALL

ONE SET OF GOVERNMENT SECURITY FORCES WILL BE INSPECTING

GOVERNMENT SECURITY FORCES PRIOR TO ACCESS TO MINOT AFB. ONLY

12. ALL CONTRACTOR VEHICLES AND EQUIPMENT SHALL BE INSPECTED BY

985'

7, 8, 10, 13 AND 18

/BATCH PLANT AREA - SEE NOTES

CONTRACTOR STAGING/STORAGE

STAGING/STORAGE/BATCH PLANT AREA.

LOCKING GATE AROUND THE ENTIRE PERIMETER OF THE CONTRACTOR

13. THE CONTRACTOR SHALL INSTALL A CHAIN LINK SECURITY FENCE WITH

EXISTING BASE AND SUBGRADE MATERIALS.

TIME. STEEL BUCKET OR BLADE EQUIPMENT MAY BE USED TO REMOVE/REPLACE

BUCKET OR BLADE IN DIRECT CONTACT WITH ANY PAVEMENT TO REMAIN AT ANY

14. STEEL BUCKET OR BLADE EQUIPMENT SHALL NOT OPERATE WITH THE

AT RNWY. STA. 23+25

INSTALL LOW PROFILE BARRICADES

THAT THE ROAD HAS BEEN ACCEPTED.

ENTITY IN CHARGE OF ROAD, CONTRACTOR AND USACE TO THE USACE STATING

REPAIRS. CONTRACTOR SHALL PROVIDE A HAUL ROAD RELEASE SIGNED BY THE

INSPECTION FOR PURPOSE OF DISCUSSING AREAS THAT MAY REQUIRE MAJOR

CONTRACTOR MAY SCHEDULE AN INSPECTION PRIOR TO FINAL HAUL ROAD

TAKE PLACE WITH ENTITY IN CHARGE OF ROAD, CONTRACTOR AND USACE. THE

BEEN RESTORED TO ORIGINAL OR BETTER CONDITION, AN INSPECTION SHALL

PROJECT. UPON COMPLETION OF PROJECT AND AFTER THE HAUL ROADS HAVE

THE USACE. THE CONTRACTOR SHALL MAINTAIN ALL ROADS WHILE WORKING ON

DETAILED REPORT AND EITHER VIDEO OR PHOTOGRAPHS AND SUBMITTED TO

AND USACE. INSPECTION WILL BE DOCUMENTED BY THE CONTRACTOR WITH

PRE-HAUL ROAD INSPECTION WITH ENTITY IN CHARGE OF ROAD, CONTRACTOR

9. ALL ROADS USED FOR HAULING, EITHER ON OR OFF BASE, SHALL REQUIRE A

CONTRACTOR HAULING OPERATIONS.

PAVEMENTS. THE VACUUM TRUCK SHALL OPERATE CONTINUOUSLY DURING

VACUUMING TRUCK WHICH IS SPECIFICALLY MANUFACTURED TO CLEAN AIRFIELD

CLEAN. THE CONTRACTOR SHALL PROVIDE A SELF-CONTAINED PAVEMENT

CONSTRUCTION EQUIPMENT SHALL BE CONTINUOUSLY SWEPT AND VACUUMED

VEHICLES. ALL ACTIVE AIRFIELD PAVEMENTS TRAFFICKED BY THE CONTRACTOR'S

CONTROL ON ALL AIRFIELD PAVEMENT THAT IS TRAVERSED BY THE CONTRACTOR'S

15. THE CONTRACTOR SHALL PERFORM DAILY FOD (FOREIGN OBJECT DEBRIS)

TAXIW

AY E

TAXIW

AY E

ALERT AVENUE

BEGINNING ANY OTHER WORK ON THE ALPHA HAMMERHEAD.

INSTALL THE RUNWAY 30 END DISPLACED THRESHOLD PRIOR TO

16. THE ALPHA HAMMERHEAD CONSTRUCTION CONTRACTOR SHALL

INSTALLATION.

MANAGER THROUGH THE CONTRACTING OFFICER PRIOR TO

THE DISPLACED THRESHOLD INSTALLATION WITH THE AIRFIELD

17. THE ALPHA HAMMERHEAD CONTRACTOR SHALL COORDINATE

S U

M M

MISSILE

BER

BLVD

R U

N W

AY 30 EN

BY OTHERS

CONCURRENT CONSTRUCTION

BY OTHERS

CONSTRUCTION

CONCURRENT

RUNWAY 12 END

SEE NOTE 8

FIRE HYDRANT

160'

SEE NOTE 7

POWER SUPPLY

SEE NOTE 7

POWER SUPPLY

AVENUE

LOCATION - SEE NOTE 10

BOMBER BLVD AND BATCH PLANT

TEMPORARY HAUL ROUTE BETWEEN

CURB CUT REQUIRED TO CONSTRUCT

PROFILE RUNWAY IMAGINARY SURFACES.

THE CLASS B ARMY AND AIR FORCE RUNWAY AIRSPACE PLAN AND

TRANSITIONAL SURFACE. REFERENCE UFC 3-260-01 FIGURE 3-15 FOR

STORAGE AREA SHALL BE UNDER THE RUNWAY IMAGINARY 7H:1V

ALL STOCKPILES AND EQUIPMENT WITHIN THE BATCH PLANT/ STAGING/

HEIGHT OF EQUIPMENT AND STOCKPILES SHALL NOT EXCEED 80 FEET.

DISTANCE OF 1550' FROM THE RUNWAY CENTERLINE, THE MAXIMUM

THE IMAGINARY 7H:1V RUNWAY TRANSITIONAL SURFACE. AT A

18. CONTRACTORS BATCH PLANT FACILITIES SHALL NOT PENETRATE

NOTES 7, 8, 10, 13 AND 20

/STORAGE/BATCH PLANT AREA - SEE

ALTERNATE CONTRACTOR STAGING

TRANSITIONAL SURFACE.

BATCH PLANT FACILITY STRUCTURES PENETRATING 7H:1V

TEMPORARY OBSTRUCTION LIGHTING SHALL BE REQUIRED FOR ALL

REQUIRED TO ISSUE A TEMPORARY CONSTRUCTION WAIVER.

THE IMAGINARY 7H:1V TRANSITIONAL SURFACE. MINOT AFB SHALL BE

APPROVED FOR USE, THE BATCH PLANT FACILITIES WILL PENETRATE

20. IF THE ALTERNATE STAGING / STORAGE / BATCH PLANT AREA IS

ALTERNATE CONTRACTOR STAGING / STORAGE / BATCH PLANT AREA.

AVAILABILITY, THE CONTRACTOR MAY BE ALLOWED TO UTILIZE THE

19. SUBJECT TO THE CONTRACTING OFFICER'S APPROVAL AND SITE

ROUTE - SEE NOTES 1, 3, 4, 9, 10 AND 15

ALTERNATE CONTRACTOR HAUL

O W

S T O

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N N

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D W

N B

C K

D B

D E

N E

D B

D E

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2 3

4 5

M A

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C O

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IDENTIFICATION

SHEET

D A

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A P

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®of Engineers

US Army Corps of Engineers

US Army Corps

AND SPAN THE WIDTH OF ALPHA RAMP

LOCATED 122.5' FROM TAXIWAY ECHO

LOW PROFILE BARRICADES SHALL BE

AND SPAN THE WIDTH OF TAXIWAY LIMA

LOCATED AT TAXIWAY LIMA STA. 12+10

LOW PROFILE BARRICADES SHALL BE

C-002

O J E

C T L

O C

A T

N P

F -1

-R -0

S H

E E

T O

H R

E P

L P

H A H

A M

M E

R H

O M

A H

A D

T R

T M

O T A

F B

N O

R T

H D

A K

-1

-5

O M

A H

N E

B R

A S

C -0

.d w g

U .S

A R

M Y C

O R

P S O

F E

N G

E E

A N

100'0 50'

RUNWAY 30 END

T A

A Y A

L P

H A

ALPHA HAMMERHEAD

TAXIWAY ECHO

T A X

A Y L

LEGEND:

CONTRACTOR NOTES:

AIR FORCE OPERATIONAL NOTES:

PASSES BY THE CONSTRUCTION AREA TO BE TOWED.

THE B-52 WINGTIP + 30' WHICH WILL REQUIRE ALL AIRCRAFT THAT

1. THE LOCATION OF THE LOW PROFILE BARRICADES ARE LOCATED AT

3. SEE SHEET C-003 FOR LOW PROFILE BARRICADE DETAILS.

23+25, AS SHOWN ON SHEET C-001.

ENTIRE RUNWAY WIDTH (300') AT RNWY STA. 18+00 AND RNWY STA.

2. LOW PROFILE BARRICADES SHALL ALSO E INSTALLED ACROSS THE

1. SEE SHEET C-001 FOR GENERAL CONSTRUCTION NOTES.

LOW PROFILE BARRICADES - SEE CONTRACTOR NOTES 2 & 3

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

AREA

CONSTRUCTION

NO SCALE

E N

T E

R T

O C

E N

T E

10' CENTER TO CENTER

LOW PROFILE BARRICADES

CORNER LOW PROFILE BARRICADES (2)

TYPICAL LOW PROFILE BARRICADE LAYOUT DETAIL

SEE NOTE 7

S E

E N

O T

NO SCALE

M A

NOTES:

TYPICAL LOW PROFILE BARRICADE DETAIL

SEE NOTE 4

FLASHING LIGHT

LOCATION FOR FIRE DEPARTMENT AND SECURITY POLICE ACCESS.

7. PROVIDE ONE 12-FOOT GAP BETWEEN LOW PROFILE BARRICADES AT EACH

TOP STRIPES NOT SHOWN FOR CLARITY.

6. REFLECTIVE STRIPES SHALL BE ON ALL LONGITUDINAL SIDES EXCEPT BOTTOM.

THE CONTRACTING OFFICER'S REPRESENTATIVE.

BARRICADES AND HAZARD LIGHTS WITHIN ONE HOUR OF BEING NOTIFIED BY

THE CONTRACTOR SHALL INITIATE AND COMPLETE REPAIRS OF LOW PROFILE

EMERGENCY MAINTENANCE OF LOW PROFILE BARRICADES AND HAZARD LIGHTS.

5. THE CONTRACTOR SHALL HAVE A PERSON AVAILABLE 24 HOURS A DAY FOR

PER MINUTE.

5 CANDELAS EFFECTIVE INTENSITY AND FLASH AT A RATE OF 55 TO 160 FLASHES

4. FLASHING LIGHTS SHALL BE RED OR AMBER YELLOW AND SHALL HAVE AT LEAST

INTERVALS AT LOCATIONS INDICATED.

3. LOW PROFILE BARRICADES SHALL BE SPACED AT A MAXIMUM OF 10 FOOT

ADVISORY CIRCULAR 150/5370-2F OR AIR FORCE ETL 04-02.

2. BARRICADES SHALL COMPLY WITH THE REQUIREMENTS OF FAA

TO PREVENT OVERTURNING DUE TO HIGH WINDS AND JET ENGINE BLAST.

1. LOW PROFILE BARRICADES SHALL BE ANCHORED OR OF SUFFICIENT WEIGHT

6'-0" MIN. TO 10'-0" MAX.

10"

C-003

W P

R O

E B

A R

A D

E D

E T

F -1

-R -0

H R

E P

L P

H A H

A M

M E

R H

O M

A H

A D

T R

T M

O T A

F B

N O

R T

H D

A K

-1

-5

O M

A H

N E

B R

A S

C -0

.d w g

U .S

A R

M Y C

O R

P S O

F E

N G

E E

A N

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

USEABLE RUNWAY

11350'

DISPLACED OVERRUN

1000'

-0.28% SLOPE

APPROACH-DEPARTURE CLEARANCE SURFACE 50H:1V

200' - SEE NOTE 3

10' SAFETY BUFFER

REPAIR ALPHA HAMMERHEAD CONSTRUCTION AREA

525'

SEE NOTE 2

EX. ELEV. = 1645.39

P L

A C

E D T

H R

E S

H O

L D R

N W

Y . S

T A . 3

R N

W Y . S

T A . 3

X . E

L E

R N

W Y . S

T A . 2

E N

D O

F D

P L

A C

E D O

V E

R R

U N

E X . E

L E

R N

W Y . S

T A . 2

- S

E E N

O T

C O

N S

T R

U C

N A

R E

A L

R W

N D T

H R

E S

H O

L D R

N W

Y . S

T A . 1

R N

W Y . S

T A . 1

- S

E E N

O T

C O

N S

T R

U C

N A

R E

A L

HEIGHT LIMIT

MAXIMUM EQUIPMENT

SURFACE ELEVATION

EXISTING RUNWAY CL

NOT TO SCALE

TEMPORARY DISPLACED THRESHOLD IMAGINARY SURFACE LONGITUDINAL PROFILE

A R

E A A

T C

O N

S T

R U

O N A

R E

A L

E Q

M E

N T A

L L

O W

E D W

O N

S T

R U

C T

' M

A X

U M H

H T O

F C

O N

S T

R U

C T

BE LIMITED TO TWO (NOT INCLUDING THE 20' RESTRICTION AT THE END OF THE TEMPORARY OVERRUN).

SAME IDENTIFIABLE MARKING, SUCH AS A BLACK SQUARE. THE TOTAL NUMBER OF RESTRICTED AREA HEIGHT SIGNS SHALL

THE SIGN AND ALL ASSOCIATED EQUIPMENT LIMITED TO THAT HEIGHT RESTRICTION SHALL BE CLEARLY MARKED WITH THE

RESTRICTIONS(FOR EXAMPLE - NO EQUIPMENT WITH A MAXIMUM OPERATING HEIGHT ABOVE 25' BEYOND THIS POINT).

ITS MAXIMUM OPERATING HEIGHT AND HOW THE VARIOUS EQUIPMENT WILL BE VISIBLY IDENTIFIABLE AS TO ITS HEIGHT

TO) TEMPORARY SIGNAGE WITHIN THE CONSTRUCTION AREA DENOTING WHERE EQUIPMENT WILL BE RESTRICTED DUE TO

OF 45 DAYS PRIOR TO INITIATING WORK WITHIN THE CONSTRUCTION AREA. THE PLAN SHALL INCLUDE (BUT NOT LIMITED

CLEARANCE BOUNDARIES. THIS PLAN WILL BE SUBMITTED FOR APPROVAL BY THE CONTRACTING OFFICER A MINIMUM

CONTRACTOR WILL UTILIZE TO MAKE SURE NONE OF HIS EQUIPMENT OR PERSONNEL WILL PENETRATE THE HEIGHT

THE DISPLACED THRESHOLD. THE PLAN SHALL ALSO INCLUDE THE STANDARD OPERATIONS PROCEDURES THAT THE

HEIGHT THAT WILL BE OPERATING WITHIN THE CONSTRUCTION AREA WHILE THE RUNWAY REMAINS OPERATIONAL WITH

ASSURE HIS COMPLIANCE WITH THE HEIGHT RESTRICTIONS. THIS PLAN SHALL LIST ALL EQUIPMENT ALONG WITH ITS

5. THE CONTRACTOR SHALL SUBMIT AN EQUIPMENT HEIGHT SAFETY OPERATION PLAN DETAILING HOW HE SHALL

OPERATIONS

THE ONLY TIME THIS LINE CAN BE PENETRATED IS WHEN THE RUNWAY IS COMPLETELY CLOSED TO AIRCRAFT

PROFILE ABOVE AT ALL TIMES THE RUNWAY REMAINS OPERATIONAL UNDER THE DISPLACED THRESHOLD.

4. ALL EQUIPMENT AND PERSONNEL MUST BE KEPT BELOW THE "MAXIMUM EQUIPMENT HEIGHT LIMIT" LINE IN THE

PLAN AND PROFILE RUNWAY IMAGINARY SURFACES.

3. FOR INFORMATION ONLY, REFERENCE UFC 3-260-01, FIGURE 3-15 CLASS B ARMY AND AIR FORCE RUNWAY AIRSPACE

2. NO CONSTRUCTION WITHIN THIS AREA DUE TO MAXIMUM CONSTRUCTION EQUIPMENT HEIGHT RESTRICTIONS.

INCLUDING PAVED ASPHALT SHOULDERS.

1. CONTRACTOR SHALL PLACE LOW PROFILE BARRICADES AT THIS LOCATION ACROSS ENTIRE PAVEMENT WIDTH

NOTES:

515'

R N

W Y . S

T A . 9

E N

D O

F R

W Y

-3

V E

R R

C-004

M E

N T H

H T S

A F

E T

Y P

F -1

-R -0

H R

E P

L P

H A H

A M

M E

R H

O M

A H

A D

T R

T M

O T A

F B

N O

R T

H D

A K

-1

-5

O M

A H

N E

B R

A S

C -0

.d w g

U .S

A R

M Y C

O R

P S O

F E

N G

E E

A N

O W

INSTINST

16301630

1635163516351635

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

M I 1

C-005

V E

M E

N T C

O R

G L

O C

A T

N P

F -1

-R -0

H R

E P

L P

H A H

A M

M E

R H

O M

A H

A D

T R

T M

O T A

F B

N O

R T

H D

A K

-1

-5

O M

A H

N E

B R

A S

C -0

.d w g

U .S

A R

M Y C

O R

P S O

F E

N G

E E

A N

RUNWAY 30 END

T A

A Y A

ALPHA HAMMERHEAD

TAXIWAY E

T A X

A Y L

PAVEMENT THICKNESS AS SHOWN IN THE ORIGINAL DESIGN DOCUMENTS.

1. PAVEMENT CORES MI 15-12 & MI 15-13 WERE TAKEN TO CONFIRM

NOTES:

PAVEMENT CORE DATA

POINT #

SOIL CLASSIFICATION

BASE COURSE

(INCHES)

PAVEMENT THICKNESS

MI 15-12

MI 15-13

16.2 GP

GP17.4

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

E C

TOP= 1628.661 SFT

O R

TOP= 1628.718 SFT

TOP= 1630.076 SFT

TOP= 1630.270 SFT

TOP= 1628.717 SFT

TOP= 1629.674 SFT

TOP= 1630.900 SFT

TOP= 1631.265 SFT

TOP= 1629.958 SFT

TOP= 1631.958 SFT

INVERT = 1629.941

TOP= 1626.580 SFT

TOP= 1633.002 SFT

TOP= 1632.647 SFT

S T

1636.889

1639.102

1638.096

1636.218

1637.621

1639.674

1638.628

1636.860

1638.819

1637.826

1636.391

1635.965

1629.318

1636.410

1638.255

1636.120

1629.033

1637.752

1638.838

1639.495

1637.560

1638.503

1637.956

1639.101

1638.987

1637.703

1638.680

1636.978

1640.128

1638.349

1637.066

1637.240

1640.033

1638.388

1636.297

1636.816

1639.034

1638.108

1636.282

1637.321

1639.628

1638.625

1637.130

1638.813

1637.833

1636.266

1635.620

1629.258

1636.592

1638.601

1638.214

1636.002

1629.005

1637.760

1639.563

1639.532

1637.553

1638.556

1637.954

1639.044

1639.021

1637.706

1638.644

1637.068

1640.049

1638.332

1637.089

1637.192

1640.091

1638.373

1636.563

1637.104

1639.139

1638.072

1635.7941637.569

1639.721

1638.507

1636.289

1638.686

1638.023

1636.261

1636.566

1629.217

1636.156

1638.708

1638.130

1636.412

1629.025

1637.779

1639.466

1639.372

1637.547

1638.595

1637.913

1639.009

1638.829

1637.720

1638.725

1636.838

1638.292

1636.630

1637.268

1639.940

1638.262

1635.713

1636.986

1639.154

1638.082

1636.012

1637.549

1639.724

1638.583

1636.555

1638.830

1637.919

1636.083

1636.256

1629.156

1636.286

1638.237

1636.284

1628.987

1637.753

1639.333

1639.432

1637.524

1638.551

1637.904

1638.944

1638.930

1637.765

1638.713

1636.937

1640.166

1638.316

1636.893

1637.275

1639.998

1638.335

1636.016

1636.482

1638.870

1638.089

1635.633

1636.874

1637.354

1639.494

1638.192

1637.380

1638.867

1637.816 1636.935

1635.988

1629.609

1638.713

1638.044

1635.699

1629.073

1637.391

1638.894

1639.695

1637.614

1638.564

1637.636

1639.245

1639.200

1637.406

1638.627

1635.699

1637.270

1639.887

1638.337

1636.608

1637.120

1640.285

1638.301

1636.475

1636.408

1638.837

1638.101

1635.526

1636.505

1637.409

1639.395

1638.139

1637.368

1638.885

1637.785

1636.693

1636.126

1629.544

1638.722

1638.090

1635.848

1629.041

1637.407

1638.939

1639.761

1637.643

1638.549

1637.522

1639.225

1639.231

1637.289

1638.625

1635.640

1637.330

1639.829

1638.373

1636.336

1636.679

1640.319

1638.231

1636.278

1636.689

1639.020

1638.101

1635.961

1637.170

1637.358

1639.567

1638.246

1637.257

1638.848

1637.820

1636.546

1635.644

1629.463

1636.671

1638.709

1638.220

1635.852

1629.053

1637.697

1638.897

1639.592

1637.594

1638.580

1637.784

1639.194

1639.065

1637.742

1638.633

1636.267

1637.150

1639.991

1638.318

1636.901

1637.118

1640.157

1638.369 1636.633

1636.593

1638.941

1638.100

1635.949

1637.173

1637.411

1639.515

1638.234

1637.260

1638.846

1637.791

1636.576

1635.802

1629.461

1638.721

1638.197

1635.686

1629.075

1637.543

1638.846

1639.641

1637.576

1638.568

1637.675

1639.148

1639.146

1637.742

1638.643

1635.993

1637.200

1639.929

1638.351

1636.872

1637.023

1640.217

1638.328

1636.460

1636.494

1638.779

1638.078

1637.340

1639.315

1638.080

1638.888

1637.776

1638.744

1638.070

1637.378

1638.811

1639.821

1637.855

1638.559

1637.449

1639.221

1639.282

1637.502

1638.624

1637.522

1639.759

1638.396

1636.781

1640.394

1638.293

1636.034

1638.768

1637.990

1637.211

1639.233

1638.093

1638.934

1637.772

1638.738

1638.070

1637.300

1638.826

1639.883

1637.694

1638.449

1637.714

1639.248

1639.318

1637.437

1638.559

1637.614

1639.713

1638.443

1636.805

1640.190

1638.324

1636.022

1635.541

1635.710

1635.969

1637.062

1637.024

1636.265

1628.968

1629.629

1636.014

1636.018

1635.694

1635.985

1635.983

1636.802

1629.080

1637.024

1636.405

1628.913

1636.242

1635.681

1630.017

1632.569

1636.050

1630.808

1631.452

1629.680

1631.400

1635.706

1629.854

1632.310

1630.810

1631.353

1636.816

1633.744

1630.996

1632.842

1636.389

1632.240

1630.836

1630.360

1631.698

1631.136

1636.329

1636.870

1631.356

1631.950

1631.741

1629.653

1629.258

1631.030

1630.733

1636.536

1637.062

1632.822

1633.480

1632.503

1630.809

1631.677

1635.382

1629.849

1631.456

1630.848

1631.877

1635.955

1630.597

1631.221

1630.144

1632.719

1635.935

1630.946

1631.358

1629.502

1632.459

1635.820

1629.938

1632.213

1630.705

1631.275

1636.716

1633.875

1630.983

1632.369

1636.533

1632.393

1630.721

1630.495

1631.608

1631.220

1636.166

1636.738

1631.492

1631.819

1631.667

1629.636

1629.156

1631.038

1630.714

1636.588

1637.185

1632.972

1633.316

1632.471

1630.781

1631.534

1635.264

1629.842

1631.524

1631.025

1631.898

1635.860

1630.460

1631.187

1629.754

1628.738

1632.773

1629.001

1635.706

1634.895

1630.516

1630.783

1631.775

1631.554

1631.367

1631.121

1629.956

1628.818

1630.941

1630.192

1635.435

1635.059

1629.777

1629.794

1633.233

1632.164

1632.862

1629.927

1631.058

1628.643

1631.610

1628.729

1636.858

1634.618

1633.417

1631.639

1629.554

1630.022

1630.160

1630.913

1628.744

1632.999

1628.768

1636.098

1634.389

1631.944

1631.760

1630.375

1630.274

1631.390

1630.613

1630.082

1628.676

1630.564

1631.511

1631.044

1630.891

1631.070

1636.010

1637.132

1634.330

1634.855

1631.638

1632.254

1632.847

1633.640

1631.642

1631.936

1630.320

1634.173

1629.939

1630.540

1629.759

1629.361

1628.733

1631.824

1630.810

1630.724

1628.693

1628.921

1636.744

1636.805

1634.748

1635.508

1633.110

1633.778

1632.557

1634.476

1630.029

1630.750

1632.453

1630.141

1632.137

1629.512

1630.039

1631.125 1630.233

1632.351

1635.349

1635.152

1629.949

1630.668

1633.540

1631.300

1634.086

1630.988

1630.795

1630.673

1631.751

1633.610

1635.976

1635.395

1630.816

1632.147

1632.701

1631.252

1634.146

1630.404

1629.889

1628.704

1632.691

1628.904

1635.880

1635.027

1630.627

1630.846

1631.646

1631.449

1631.243

1631.235

1629.797

1628.781

1631.102

1630.007

1635.554

1635.046

1629.836

1629.880

1633.065

1632.307

1632.693

1630.063

1630.931

1628.697

1631.446

1628.702

1636.854

1634.747

1633.571

1631.698

1629.500

1629.924

1630.047

1630.988

1628.703

1632.918

1628.747

1636.292

1634.523

1632.096

1631.599

1630.222

1630.173

1631.292

1630.504

1630.250

1628.729

1630.597

1631.417

1631.122

1630.705

1631.309

1635.856

1637.024

1634.468

1634.931

1631.782

1632.102

1632.913

1633.474

1631.810

1631.874

1630.230

1634.172

1629.890

1630.363

1629.865

1629.361

1628.742

1631.764

1630.869

1630.715

1628.425

1629.062

1636.698

1636.918

1634.777

1635.558

1633.261

1633.642

1632.459

1634.466

1629.954

1630.922

1632.539

1630.018

1632.245

1629.384

1630.132

1630.962 1630.042

1631.875

1632.178

1635.432

1635.045

1629.884

1630.517

1633.667

1631.411

1634.225

1630.900

1630.800

1630.695

1631.819

1633.846

1635.927

1635.374

1630.700

1632.025

1632.718

1631.261

1634.201

1630.555

1630.518

1632.838

1636.198

1631.350

1631.387

1629.461

1632.551

1635.980

1630.041

1631.950

1628.889

1630.339

1631.065

1636.559

1633.866

1629.084

1631.203

1632.040

1636.902

1632.845

1631.164

1630.733

1632.112

1631.416

1636.317

1636.416

1630.778

1631.369

1631.392

1630.130

1629.451

1631.204

1630.809

1636.238

1637.268

1632.269

1632.861

1632.372

1630.417

1630.972

1635.476

1629.798

1631.733

1631.322

1632.101

1635.685

1630.127

1631.286

1630.630

1632.736

1636.355

1631.500

1631.363

1629.359

1632.572

1635.839

1630.114

1631.832

1629.014

1630.210

1630.995

1636.703

1633.732

1629.047

1631.209

1631.909

1636.987

1632.989

1631.140

1630.751

1632.024

1631.547

1636.447

1636.234

1630.914

1631.211

1631.344

1630.026

1629.603

1631.174

1630.859

1636.373

1637.188

1632.401

1632.719

1632.257

1630.308

1630.750

1635.787

1629.636

1631.921

1631.310

1632.182

1635.771

1629.999

1631.311

1630.282

1632.812

1636.013

1631.063

1631.418

1629.489

1632.549

1635.927

1629.929

1632.121

1630.538

1631.233

1636.553

1634.042

1631.011

1632.272

1636.614

1632.538

1631.038

1630.595

1631.938

1631.266

1636.617

1636.664

1631.066

1631.662

1631.554

1629.880

1629.214

1631.131

1630.757

1636.254

1637.256

1632.536

1633.170

1632.356

1630.650

1631.295

1635.257

1629.815

1631.588

1631.149

1632.018

1635.644

1630.344

1631.160

1630.409

1632.879

1636.084

1631.206

1631.337

1629.491

1632.635

1636.075

1630.014

1632.022

1630.434

1631.161

1636.362

1634.027

1631.126

1632.185

1636.758

1632.691

1630.947

1630.691

1631.819

1631.336

1636.474

1636.519

1631.208

1631.495

1631.463

1629.779

1629.332

1631.093

1630.792

1636.436

1637.283

1632.680

1633.004

1632.372

1630.525

1631.059

1635.393

1629.751

1631.689

1631.207

1632.092

1635.835

1630.227

1631.282

1628.746

1629.643

1635.047

1630.188

1632.681

1632.311

1630.465

1629.575

1631.499

1635.048

1630.235

1633.998

1633.767

1628.835

1630.584

1628.720

1628.737

1634.644

1631.727

1629.965

1630.109

1628.758

1630.870

1628.711

1628.617

1634.648

1631.216

1631.207

1630.813

1631.577

1628.690

1631.393

1629.305

1629.731

1634.726

1635.382

1632.882

1634.461

1630.416

1629.981

1632.556

1629.673

1630.492

1628.772

1632.453

1628.614

1628.742

1634.769

1631.985

1634.458

1629.615

1630.062

1630.030

1631.198

1629.521

1630.306

1630.646

1634.131

1635.375

1631.567

1633.006

1634.364

1630.808

1630.550

1632.052

1635.202

1633.045

1632.117

1634.126

1630.006

1628.634

1629.607

1634.890

1630.151

1632.538

1632.139

1630.573

1629.433

1631.304

1635.086

1630.088

1633.990

1633.589

1628.850

1630.446

1628.685

1628.763

1634.793

1631.531

1629.881

1630.016

1628.929

1630.777

1628.701

1628.650

1634.796

1631.233

1631.088

1630.681

1631.463

1628.753

1631.280

1629.100

1629.804

1634.754

1635.383

1632.797

1634.355

1630.258

1631.229

1630.042

1632.610

1629.663

1630.625

1628.782

1632.328

1628.641

1628.737 1634.756

1635.149

1631.905

1634.442

1629.490

1630.172

1630.031

1631.331

1629.628

1630.183

1630.692

1634.150

1635.446

1631.403

1633.128

1634.207

1630.918

1630.599

1632.370

1635.249

1632.903

1632.116

1634.154

1629.877

1630.744

1628.749

1632.875

1629.791

1636.209

1635.020

1631.637

1629.832

1632.948

1631.300

1632.568

1630.188

1629.502

1629.899

1632.673

1631.975

1635.703

1635.040

1630.235

1630.429

1633.828

1631.705

1634.064

1628.770

1630.814

1630.089

1628.695

1630.943

1628.689

1636.851

1634.650

1633.544

1631.639

1630.120

1630.273

1629.079

1631.151

1631.195

1628.732

1631.856

1628.716

1636.981

1634.901

1633.128

1630.860

1631.486

1631.107

1631.395

1630.715

1630.822

1628.900

1631.665

1632.348

1631.544

1628.738

1629.273

1633.932

1636.120

1634.707

1635.529

1629.317

1631.070

1632.711

1634.492

1630.164

1630.930

1631.324

1630.075

1632.355

1629.621

1630.247

1630.400 1629.772

1628.762

1632.725

1631.331

1630.916

1628.696

1628.710

1636.022

1637.114

1634.698

1631.958

1632.562

1631.835

1634.419

1629.533

1630.027

1632.161

1629.971

1631.035

1629.770

1630.551

1630.170

1630.701

1630.642

1633.993

1635.666

1635.386

1629.633

1631.852

1632.859

1631.940

1634.196

1630.649

1631.222

1630.605

1632.183

1631.501

1635.584

1635.090

1630.017

1633.326

1631.825

1631.325

1634.125

1630.217

1630.859

1628.745

1632.926

1629.720

1636.093

1635.020

1631.785

1630.020

1632.828

1632.419

1630.334

1629.625

1629.726

1632.728

1631.757

1635.526

1635.052

1630.371

1630.352

1633.823

1631.677

1633.927

1628.682

1630.719

1630.010

1628.683

1630.935

1628.745

1636.839

1634.533

1633.405

1631.651

1630.048

1630.184

1628.909

1631.003

1631.117

1628.716

1631.739

1628.589

1636.995

1634.789

1633.288

1631.034

1631.337

1630.939

1631.447

1631.115

1630.798

1628.947

1631.586

1632.250

1631.641

1628.730

1629.490

1636.1521635.968

1634.684

1635.374

1630.635

1630.928

1632.619

1634.453

1630.080

1631.079

1631.302

1630.088

1632.447

1629.592

1630.379

1630.284

1629.947

1628.750

1632.585

1631.267

1630.949

1628.699

1628.690

1636.119

1637.110

1634.715

1632.112

1632.407

1631.742

1634.372

1629.508

1630.096

1632.076

1629.917

1631.103

1629.906

1630.439

1630.071

1630.699

1630.869

1634.041

1635.550

1635.392

1629.709

1631.699

1633.007

1632.066

1634.320

1630.784

1631.163

1630.538

1632.253

1631.845

1635.294

1635.198

1629.961

1633.180

1631.958

1631.347

1634.156

1630.094

1628.733

1629.205

1635.060

1630.625

1632.103

1631.686

1630.818

1629.078

1630.666

1635.048

1629.820

1633.523

1633.178

1630.059

1628.587

1628.755

1634.660

1631.569

1629.694

1630.105

1630.466

1628.717

1628.683

1634.385

1631.530

1630.640

1630.357

1628.874

1631.514

1628.665

1630.835

1630.391

1630.656

1634.459

1635.113

1633.022

1633.890

1631.482

1630.163

1632.665

1629.861

1630.727

1628.755

1632.123

1628.461

1628.752

1634.728

1635.397

1632.309

1634.447

1629.900

1630.574

1630.011

1631.814

1629.406

1629.930

1630.472

1632.533

1635.275

1630.934

1633.384

1634.310

1631.227

1630.662

1633.199

1635.358

1632.421

1632.424

1634.201

1630.132

1628.735

1629.080

1634.919

1630.710

1631.939

1631.537

1628.929

1630.918

1628.905

1630.416

1635.125

1629.739

1633.393

1633.023

1629.178

1629.897

1628.632

1628.753

1634.809

1631.581

1629.615

1630.057

1630.333

1628.711

1628.750

1634.239

1631.655

1630.503

1630.445

1628.915

1631.428

1628.652

1630.645

1630.089

1630.850

1634.451

1634.958

1633.094

1633.776

1631.487

1630.090

1632.615

1629.852

1630.670

1628.807

1632.016

1628.508

1628.793

1634.774

1635.502

1632.264

1634.425

1629.836

1630.589

1629.966

1632.010

1629.375

1629.941

1630.342

1632.393

1635.240

1630.797

1633.549

1634.178

1631.112

1630.669

1633.408

1635.410

1632.314

1632.575

1634.234

1630.260

1628.669

1629.450

1634.894

1630.387

1632.409

1631.989

1630.715

1629.282

1631.048

1635.035

1629.924

1633.804

1633.478

1628.877

1630.311

1628.612

1628.748

1634.797

1631.531

1629.826

1630.134

1630.669

1628.710

1628.723

1634.665

1631.418

1630.930

1630.573

1628.846

1631.514

1628.690

1631.114

1629.755

1630.229

1634.447

1635.314

1633.061

1634.190

1631.239

1630.042

1632.634

1629.840

1630.691

1628.763

1632.168

1628.515

1628.742

1634.759

1635.158

1632.205

1634.457

1629.784

1630.310

1630.035

1631.467

1629.347

1630.111

1630.677

1634.235

1635.383

1631.234

1633.201

1634.169

1631.057

1630.589

1632.676

1635.213

1632.702

1632.320

1634.151

1629.925

1628.729

1629.305

1635.070

1630.513

1632.262

1631.813

1630.823

1629.168

1630.818

1635.034

1629.897

1633.681

1633.334

1629.149

1630.168

1628.611

1628.635

1634.662

1631.548

1629.791

1630.196

1630.571

1628.689

1628.724

1634.495

1631.583

1630.782

1630.432

1628.857

1631.538

1628.692

1630.936

1629.610

1630.412

1634.530

1635.227

1632.938

1634.036

1630.558

1631.334

1629.963

1632.669

1629.704

1630.792

1628.761

1632.203

1628.529

1628.608

1634.776

1635.270

1632.124

1634.422

1629.664

1630.466

1630.021

1631.625

1629.463

1630.002

1630.590

1634.264

1635.344

1631.077

1633.240

1634.332

1631.385

1630.626

1632.934

1635.352

1632.577

1632.449

1634.189

1630.027

1633.315

1631.766

1630.282

1628.585

1632.272

1628.615

1629.358

1629.519

1628.824

1629.048

1628.761

1631.746

1628.979

1631.261

1632.998

1633.511

1630.624

1628.924

1632.668

1628.954

1633.882

1630.183

1632.021

1628.988

1628.796

1633.275

1628.958

1629.110

1630.311

1632.341

1628.918

1630.416

1633.320

1631.321

1628.920

1633.005

1632.037

1630.267

1628.436

1632.402

1628.893

1629.366

1629.782

1628.563

1628.967

1628.810

1631.454

1628.982

1631.549

1633.260

1633.166

1630.942

1628.960

1632.989

1628.962

1633.548

1630.404

1632.307

1628.993

1628.710

1633.759

1628.934

1629.087

1630.009

1632.377

1628.923

1630.175

1632.966

1631.302

1628.952

1632.665

1632.321

1630.497

1628.750

1632.449

1629.244

1629.492

1630.157

1628.626

1629.045

1629.019

1631.222

1629.002

1630.662

1633.571

1633.873

1631.279

1628.965

1633.240

1633.602

1630.718

1631.711

1628.771

1628.939

1633.876

1628.955

1629.131

1629.586

1632.645

1628.952

1629.887

1632.690

1631.509

1628.950

1632.381

1632.684

1630.507

1628.985

1632.669

1629.511

1629.482

1630.401

1628.772

1629.055

1628.993

1630.840

1628.980

1630.947

1633.873

1633.829

1631.551

1633.547

1633.938

1631.023

1631.721

1628.716

1628.908

1633.736

1629.230

1629.359

1632.562

1628.936

1629.648

1632.334

1631.519

1628.938

1633.553

1630.558

1629.885

1633.123

1631.232

1628.963

1629.208

1628.862

1629.853

1629.058

1629.766

1632.949

1628.953

1632.397

1631.803

1632.330

1629.385

1632.968

1632.689

1629.345

1633.235

1628.682

1628.953

1633.107

1628.925

1628.928

1631.506

1631.935

1628.954

1631.534

1633.551

1630.955

1628.960

1633.903

1630.965

1629.890

1628.930

1631.533

1628.983

1629.191

1628.823

1629.660

1629.017

1629.504

1632.652

1628.982

1632.707

1632.115

1632.007

1629.664

1632.910

1632.366

1629.568

1633.557

1628.787

1628.947

1632.999

1628.928

1628.950

1631.201

1631.960

1628.924

1631.244

1633.838

1630.926

1628.730

1633.898

1631.182

1630.078

1628.964

1631.810

1628.774

1629.266

1628.968

1629.410

1629.008

1629.196

1632.345 1628.978

1631.777

1632.389

1632.918

1630.051

1629.414

1632.662

1628.952

1633.283

1629.750

1632.644

1628.985

1628.920

1632.795

1628.987

1630.887

1632.198

1628.921

1630.988

1633.890

1631.133

1628.930

1633.604

1631.496

1630.089

1628.732

1632.077

1628.660

1629.280

1629.227

1629.140

1629.046

1628.913

1632.023

1628.994

1632.050

1632.688

1632.668

1630.357

1632.311

1628.945

1632.955

1629.926

1632.908

1628.971

1628.981

1632.913

1628.937

1628.962

1630.637

1632.138

1628.928

1630.734

1633.626

1631.162

1628.915

1633.007

1629.930

1629.698

1633.277

1630.699

1629.017

1629.118

1629.005

1630.510

1628.990

1630.479

1633.572

1633.001

1631.250

1631.742

1628.834

1633.637

1632.065

1629.097

1633.852

1629.058

1628.982

1632.769

1628.929

1629.412

1632.040

1631.759

1628.962

1632.074

1632.971

1630.701

1628.907

1633.258

1630.232

1629.689

1633.458

1630.969

1628.972

1629.081

1629.042

1630.199

1629.025

1630.137

1633.224

1628.915

1633.322

1631.492

1631.445

1629.121

1629.061

1633.311

1631.778

1629.104

1633.854

1628.737

1632.896

1628.928

1629.173

1631.768

1631.743

1628.938

1631.785

1633.262

1630.723

1628.937

1635163

C-006

P O

G R

A P

U R

V E

Y I

N F

O R

M A

F -1

-R -0

H R

E P

L P

H A H

A M

M E

R H

O M

A H

A D

T R

T M

O T A

F B

N O

R T

H D

A K

-1

-5

O M

A H

N E

B R

A S

C -0

.d w g

U .S

A R

M Y C

O R

P S O

F E

N G

E E

A N

ALL UTILITIES ARE SURFACE INDICATION ONLY. NOT ALL UTILITIES WERE MARKED COMPLETELY. 1)

GENERAL NOTES

WERE SUPPLIED BY MINOT AFB CE OFFICE.

THIS SURVEY WAS BASED ON THE RECORD VALUE FOR MAFB MON 99. VALUES 6)

COMBINED GRID FACTOR IS: 0.99927645)

CONTOUR INTERVAL IS 1 US SURVEY FOOT.4)

FIELD SURVEY DATE: OCTOBER 2014.

TOPOGRAPHY IS DERIVED FROM GPS/RTK SURVEY METHODS.3)

VERTICAL DATUM 1988 (NAVD 88). THEY ARE BASED ON CONTROL POINT MAFB MON 99.

ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH AMERICAN2)

NORTH DAKOTA STATE PLANE NORTH (3301). THEY ARE BASED ON CONTROL POINT MAFB MON 99.

AMERICAN DATUM of 1983 (NAD 83) STATE PLANE COORDINATE SYSTEM FOR:

GRID COORDINATES ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH1)

SURVEY NOTES

1/2" STAINLESS STEEL ROD IN SLEEVEMAFB MON 99 515340.595 1769389.470 1627.580

DESCRIPTIONELEVATION EASTING NORTHING NAME

CONTROL DATA

C O

M M

A N

COMM

RUNWAY THRESHOLD LIGHT

SHRUB

POWER POLE

PIEZOMETER

MONITORING WELL

STORM MANHOLE

SANITARY MANHOLE

COMM MANHOLE

LIGHT POLE

GRATED CURB INLET

S STATIC GROUND CONNECTION

TAXIWAY GUIDANCE SIGN

TAXIWAY LIGHT

GAS REGULATOR

COMM VAULT

WATER VALVE

DECIDUOUS TREE

PAD MOUNTED TRANSFORMER

TELEPHONE / COMM PEDISTAL

SIGN

UNDERGROUND COMM LINE

TAXIWAY CENTERLINE

UNDERGROUND ELECTRICAL

UNDERGROUND STORM DRAIN

LIQUID PETROLEUM GAS

LINESTYLES LEGEND

APPROACH LIGHTING PEDISTAL

TAXIWAY END LIGHT

GUY ANCHOR

GPS MUNUMENT

BOLLARD

GATE POST

FIRE HYDRANT

ELECTRICAL DEVICE

ELECTRICAL PEDISTAL

FLOW INDICATOR VALVE

CLEAN OUT

SYMBOLS LEGEND

ALPHA HAMMERHEAD

200'0 100'

SCALE: 1" = 100'-0"

STO

INSTINST

16301630

1635163516351635

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

1+50

2+00

2+50

3+00

3+50

4+00

4+50

5+00

5+50

6+00

6+50

7+00

7+50

8+00

8+5

10+

11+

12+

13+

14+

15+

16+

TO BE REMOVED

EXISTING MARKINGS

TO REMAIN

EXISTING MARKINGS

TO BE REMOVED (TYP)

EXISTING MARKINGS

TO REMAIN

EXISTING MARKINGS

TO REMAIN

EXISTING MARKINGS

TO REMAIN

EXISTING MARKINGS

SEE NOTE 1

ALPHA HAMMERHEAD

T A

A Y A

TAXIWAY E

T A X

A Y L

CD201CD101

S E

E N

O T

S E

E N

O T

RUNWAY 30 END

SEE NOTE 2

SEE NOTE 8

T A X

A Y L

SEE NOTE 2

SEE NOTE 3

PAD TO BE REMOVED

25'X25' 6" CONCRETE

SEE NOTE 1

SEE NOTE 2

TO BE REMOVED (TYP.)

EXISTING MARKINGS

TO BE REMOVED (TYP.)

EXISTING MARKINGS

TO BE REMOVED (TYP.)

EXISTING MARKINGS

TO BE REMOVED (TYP.)

EXISTING MARKINGS

TO REMAIN

EXISTING MARKINGS

TO REMAIN

EXISTING MARKINGS

TO REMAIN

MARKING

EXISTING

SEE NOTE 10

CD101

M O

V A

L P

F -1

-R -0

H R

E P

L P

H A H

A M

M E

R H

O M

A H

A D

T R

T M

O T A

F B

N O

R T

H D

A K

-1

-5

O M

A H

N E

B R

A S

D .d w g

U .S

A R

M Y C

O R

P S O

F E

N G

E E

A N

LEGEND:

NOTES:

BE REMOVED

2" ACC TO

BE REMOVED

16" PCC TO

TO BE REMOVED

16" - 18" PCC TRANSITION

DOUBLE SAWCUT DETAIL

NO SCALE

FULL-DEPTH,

TYP.

18"

E X

G P

C C S

L A

B S

T O R

E M

VERTICAL SAWCUT

(TYP.)

EXISTING

JOINTS (TYP.)

EXISTING PCC SLABS

TO BE REMOVED VERTICAL SAWCUT

(TYP.)

FULL-DEPTH,

TO BE REMOVED

EXISING PCC SLABS

100'0 50'

SCALE: 1" = 50'-0"

SHEETS CP701 THRU CP703.

STATION 25+60.25. THE TAXIWAY CENTERLINE SHALL BE REPLACED AS SHOWN ON

EXISTING TAXIWAY A CENTERLINE MARKING SHALL BE REMOVED TO RUNWAY

10. THE ENITRE TAXIWAY CENTERLINE REMOVAL LIMITS ARE NOT SHOWN. THE

SURVEY REQUIREMENTS PRIOR TO INITIATING PAVEMENT REMOVALS.

9. SEE NOTE 5 ON SHEET CP701 FOR CONTRACTOR B-52 RESTRICTED AREA MARKING

LOCATIONS SHOWN ON SHEETS CP701 & CP702

INCLUDING RESTRICTED AREA SIGNS LOCATIONS, SHALL MATCH EXISTING

8. NEW B-52 PARKING POSITION MARKINGS LOCATION AND NEW REDLINE MARKINGS,

CONTRACTOR AT HIS OWN EXPENSE.

CONTRACTOR'S OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY THE

INDICATED TO BE REMOVED, THAT ARE MARRED OR REMOVED BY THE

7. EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA, OR

REINFORCED WITH 0.05% STEEL DEFORMED BARS.

6. ALL ODD-SHAPED SLABS AND SLABS WITH STRUCTURAL PENETRATIONS ARE

5. FOR ELECTRICAL DEMOLITION SHEETS SEE SHEETS ED101 THRU ED102.

SHEET CP201 RESPECTIVELY.

4. FOR REMOVAL AND REPLACEMENT PAVEMENT SECTIONS SEE SHEETS CD201 AND

TO PROVIDE A SMOOTH, VERTICAL CONCRETE FACE TO CONSTRUCT AGAINST.

DEPTH VERTICAL SAWCUT 4" INTO THE EXISTING SLAB THAT IS TO REMIAN IN ORDER

3. AT THIS LOCATION ONLY, THE CONTRACTOR SHALL INITIATE THE DOUBLE FULL

VERTICAL SAWCUT.

2. ALL ACC PAVEMENT REMOVALS SHALL BE INITIATED WITH A SINGLE FULL DEPTH,

VERTICAL SAWCUT. SEE DETAILS ON THIS SHEET.

1. ALL PCC PAVEMENT REMOVALS SHALL BE INITIATED WITH A DOUBLE FULL DEPTH,

DOUBLE SAWCUT NOTES:

THE JOINT RESERVOIR SAWCUT DETAIL ON SHEET CD201.

NOT LEAVE A SMALL CONCRETE LEDGE ADJACENT TO THE NEW PAVEMENT AREA. SEE

2. THE INITIAL SAWCUT AT THE JOINT RESERVOIR SHAL BE CUT IN SUCH A WAY AS TO

FOR ATTACHMENT TO THE SLAB.

SHALL BE USED TO PROVIDE A TRULY VERTICAL LIFT, AND SAFE LIFTING DEVICES USED

SEVERAL PIECES AND EACH PIECE LIFTED OUT AND REMOVED. SUITABLE EQUIPMENT

SPECIFIED REMOVAL METHOD, THE SLAB MAY BE SAWCUT FULL DEPTH TO DIVIDE IT INTO

DISTRESS IN THE PAVEMENT WHICH IS TO REMAIN IN PLACE. IN LIEU OF THE ABOVE

WILL NOT CAUSE STRESS TO PROPAGATE ACROSS THE JOINT SAW CUT AND CAUSE

JACKHAMMERS, 30 LB OR LESS, OR OTHER APPROVED LIGHT-DUTY EQUIPMENT WHICH

STRIP OF CONCRETE MAY BE CAREFULLY BROKEN UP AND REMOVED USING HAND-HELD

EQUIPMENT AND THEN PICKING THEM UP FOR REMOVAL. IN LIEU OF THIS METHOD, THIS

CAREFULLY PULLING PIECES AND BLOCKS AWAY FROM THE JOINT FACE WITH SUITABLE

PAVEMENT BETWEEN THIS LAST SAW CUT AND THE JOINT LINE SHALL BE REMOVED BY

REMOVED IN ACCORDANCE WITH THE APPROVED DEMOLITION WORK PLAN. ALL

REQUIRED. ALL PAVEMENT TO BE REMOVED BEYOND THIS LAST SAW CUT SHALL BE

LEAST 1-1/2 INCH WIDE. ALL SAWS SHALL BE CAPABLE OF SAWING TO THE FULL DEPTH

BLADES MOUNTED ON A HEAVY-DUTY CHASSIS WHICH WILL PRODUCE A SAW KERF AT

SAW. WHEEL SAWS SHALL BE SAWS WITH LARGE DIAMETER TUNGSTEN CARBIDE TIPPED

INCHES FROM THE END OF ANY DOWELS. THIS SAW CUT SHALL BE MADE WITH A WHEEL

MADE PARALLEL TO THE JOINT AT LEAST 24 INCHES FROM THE JOINT AND AT LEAST 6

STANDARD DIAMOND-TYPE CONCRETE SAW. NEXT, A FULL DEPTH SAW CUT SHALL BE

ADJOINING PAVEMENT TO STAY IN PLACE SHALL FIRST BE CUT FULL DEPTH WITH A

CONCRETE IS TO BE LEFT IN PLACE, THE JOINT BETWEEN THE REMOVAL AREA AND

1. WHERE EXISTING CONCRETE PAVEMENT IS TO BE REMOVED AND ADJACENT

BE REMOVED

18" PCC TO

BE REMOVED

MARKINGS TO

PAVEMENT

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

TAXIWAY A - 75'

C C

SLOPE VARIES

EXPANSION JOINT

THICKENED EDGE

SELECT MATERIAL SUBBASE COURSE

4" GRANULAR FILTER COURSE

TOP OF SUBGRADE

JOINT - TYP.

CONSTRUCTION

DOWELED

1% S

LOPE

= 37.5'

3 SPACES @ 12.5'

= 37.5'

3 SPACES @ 12.5'

25' - TYP.

ALPHA HAMMERHEAD - WIDTH VARIES

JOINT - TYP.

CONSTRUCTION

KEYED

SHOULDER - 50'

1.5

SLOPE

SHOULDER - 50'

1.5% SLOPE

2" ACC

6" BASE COURSE

5" SUBBASE COURSE

4" GRANULAR FILTER COURSE

TOP OF SUBGRADE

REINFORCEMENT (TYP.)

ODD-SHAPED SLAB

2' - TYP.

16" PCC

ALPHA HAMMERHEAD REMOVAL SECTION

NOT TO SCALE

CD201CD101

SAWCUT DETAIL

RESERVOIR

SEE INITAL JOINT

DOUBLE SAWCUT

TO REMAIN

OF EXISTING PAVEMENTS

PREVENT UNDERMINING

THE CONTRACTOR SHALL

SECTIONS

REPLACEMENT PAVEMENT

SEE SHEET CP201 FOR

AREA OF NEW CONSTRUCTION

SEE NOTE 1

NEW PAVEMENT SECTION AS SHOWN ON SHEET CP201.

COURSE TO THE DEPTH NECESSARY TO INSTALL THE

1. REMOVE EXISTING SELECT MATERIAL SUBBASE

NOTE:

LEGEND:

TRANSITION

18" - 16" PCC

NOT TO SCALE

INITIAL FINISHED

INITIAL JOINT RESEVOIR SAWCUT DETAIL

EXISTING JOINT

WIDTH VARIES

JOINT SEALANT

TO REMAIN

PAVEMENT

REMOVED

TO BE

PAVEMENT

TO REMAIN

PAVEMENT

REMOVED

TO BE

PAVEMENT

EXISTING JOINT

1/8" SAWCUT

DETAILS.

LOCATION OF SECOND WHEEL SAWCUT AND ADDITIONAL

1. SEE DOUBLE SAWCUT DETAIL ON SHEET CD101 FOR

NOTE:

CD201

V E

M E

N T R

E M

O V

A L S

E C

F -1

-R -0

H R

E P

L P

H A H

A M

M E

R H

O M

A H

A D

T R

T M

O T A

F B

N O

R T

H D

A K

-1

-5

O M

A H

N E

B R

A S

D .d w g

U .S

A R

M Y C

O R

P S O

F E

N G

E E

A N

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

1+50

2+00

2+50

3+00

3+50

4+00

4+50

5+00

5+50

6+00

6+50

7+00

7+50

8+00

8+5

10+

11+

12+

13+

14+

15+

16+

CP201CP101

T A X

A Y L

T A

A Y A

RUNWAY 30 END

TAXIWAY E

ALPHA HAMMERHEAD

T A X

CP101

G P

F -1

-R -0

H R

E P

L P

H A H

A M

M E

R H

O M

A H

A D

T R

T M

O T A

F B

N O

R T

H D

A K

-1

-5

O M

A H

N E

B R

A S

P .d w g

U .S

A R

M Y C

O R

P S O

F E

N G

E E

A N

LEGEND:

NEW 2" ACC / 6" AGGREGATE BASE COURSE

NEW 18" PCC / 6" RIGID BASE COURSE

100'0 50'

SCALE: 1" = 50'-0"

NOTES:

ALPHA HAMMERHEAD GEOMETRIC PLAN.

1. FOR ALPHA HAMMERHEAD DIMENSIONS, SEE SHEET CP102

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

1+50

2+00

2+50

3+00

3+50

4+00

4+50

5+00

5+50

6+00

6+50

7+00

7+50

8+00

8+5

10+

11+

12+

13+

14+

15+

16+

50'

225'

50'

45.82'

R = 15'

R = 25'

R 5'

R = 25'

R = 275'

ALPHA HAMMERHEAD

T A X

A Y L

TAXIWAY E

RUNWAY 30 END

10'

T A

A Y A

S 1.

S 1.5%

CP102

H A H

A M

M E

R H

E A

D G

E O

M E

T R

F -1

-R -0

H R

E P

L P

H A H

A M

M E

R H

O M

A H

A D

T R

T M

O T A

F B

N O

R T

H D

A K

-1

-5

O M

A H

N E

B R

A S

P .d w g

U .S

A R

M Y C

O R

P S O

F E

N G

E E

A N

SCALE: 1" = 50'-0"

COORDINATE TABLE

POINT # EASTINGNORTHING

514,217.84

514,197.55

513,924.93

513,870.80

513,937.94

514,233.00

1,765,836.61

1,765,822.01

1,765,625.88

1,765,586.91

1,766,056.74

1,766,186.28

514,137.54

514,169.41 1,766,167.81

1,766,135.93

POB

NAME

TAXIWAY ALPHA CENTERLINE HORIZONTAL ALIGNMENT DATA

STATION NORTHING EASTING

POE 16+00

0+00 513,918.59

514,176.00

1,765,238.29

1,766,817.44

POB

NAME STATION NORTHING EASTING

0+00

16+00

513,773.63 1,765,439.66

POE 517,951.48 1,765,620.54

CURVE #1

14+74.39

TAXIWAY LIMA CENTERLINE HORIZONTAL ALIGNMENT DATA

STATION

EASTINGNORTHING STATION

EASTINGNORTHING

7+61.49 514,391.51 1,765,884.74 10+61.55 514,634.99 1,766,060.12 12+32.79 514,810.32 1,765,816.60

NAME TANGENT EXTERNAL

TAXIWAY ALPHA CENTERLINE HORIZONTAL CURVE DATA

DELTA LENGTH RADIUS

CURVE #1 90°00'46.79" 300' 124.31'471.31'300.07'

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

C C

SLOPE VARIES

SLIP JOINT

THICKENED EDGE

TOP OF SUBGRADE

ALPHA HAMMERHEAD REPLACEMENT SECTION

JOINT - TYP.

CONSTRUCTION

DOWELED1% S

LOPE

EX. SHOULDER - 50'

1.5

SLOPE

1.0 TO 1.5% SLOPE

NEW 2" ACC

NEW 6" (MIN) AGGREGATE BASE COURSE (ABC)

SUBBASE - SEE NOTE 2

TOP OF RECOMPACTED

REINFORCEMENT - TYP.

ODD-SHAPED SLAB

NOT TO SCALE

CP401

CP101 CP201

EXISTING TAXIWAY A - 75' NEW ALPHA HAMMERHEAD - WIDTH VARIES NEW SHOULDER - 50'

EXISTING SELECT MATERIAL SUBBASE COURSE

EXISTING 4" GRANULAR FILTER COURSE

BUTT JOINT

NEW 6" RIGID BASE COURSE

2' - TYP.

PRIME COAT

SHOULDER GRADING DETAILS

SEE DETAIL 1 & 2,…

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