AIRFIELD PAVING MATOC SAMPLE PROJECT.pdf

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...\MATOC\MATOC01\40000 Design Products\CAD_BIM\_Sheets\40

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

OMAHA DISTRICT

AIR FORCE MATOC

AIR FIELD PAVING

of Engineers

US Army Corps

®of Engineers

US Army Corps

U .S

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CONCEPT DESIGN

AUGUST 2020

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®of Engineers

US Army Corps

U .S

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INDEX

DESIGN FILE FILE NUMBER SHEET NO. DESCRIPTION

GENERAL ELECTRICAL (SITE)

MATOC01_C-005.DWG

MATOC01_C-004.DWG

MATOC01_C-003.DWG

MATOC01_C-002B.DWG

MATOC01_C-002A.DWG

MATOC01_C-001C.DWG

MATOC01_C-001B.DWG

MATOC01_C-001A.DWG

MATOC01_G-002.DWG

MATOC01_G-001.DWG

C-005

C-004

C-003

C-002B

C-002A

C-001C

C-001B

C-001A

G-002

G-001

DISPLACED THRESHOLD PLAN

LOW PROFILE BARRICADES & CLOSED RUNWAY CROSS DETAILS

DISPLACED THRESHOLD MARKING DETAILS

PHASE 2 EQUIPMENT HEIGHT SAFETY PLAN

PHASE 1 EQUIPMENT HEIGHT SAFETY PLAN

PHASE 3 PROJECT LOCATION PLAN

PHASE 2 PROJECT LOCATION PLAN

PHASE 1 PROJECT LOCATION PLAN

INDEX

COVER

EXISTING CONDITIONS

MATOC01_VF-100.DWG VF100 SURVEY CONTROL PLAN

MATOC01_ES111.DWG

MATOC01_ES110.DWG

MATOC01_ES109.DWG

MATOC01_ES108.DWG

MATOC01_ES107.DWG

MATOC01_ES106.DWG

MATOC01_ES105.DWG

MATOC01_ES104.DWG

MATOC01_ES103.DWG

MATOC01_ES102.DWG

MATOC01_ES101.DWG

MATOC01_ED111.DWG

MATOC01_ED110.DWG

MATOC01_ED109.DWG

MATOC01_ED108.DWG

MATOC01_ED107.DWG

MATOC01_ED106.DWG

MATOC01_ED105.DWG

MATOC01_ED104.DWG

MATOC01_ED103.DWG

MATOC01_ED102.DWG

MATOC01_ED101.DWG

MATOC01_E-015.DWG

MATOC01_E-014.DWG

MATOC01_E-013.DWG

MATOC01_E-012.DWG

MATOC01_E-011.DWG

MATOC01_E-010.DWG

MATOC01_E-001.DWG

ES111

ES110

ES109

ES108

ES107

ES106

ES105

ES104

ES103

ES102

ES101

ED111

ED110

ED109

ED108

ED107

ED106

ED105

ED104

ED103

ED102

ED101

E-015

E-014

E-013

E-012

E-011

E-010

E-001

ELECTRICAL CIRCUITS INSTALLATION - AREA K

ELECTRICAL CIRCUITS INSTALLATION - AREA J

ELECTRICAL CIRCUITS INSTALLATION - AREA I

ELECTRICAL CIRCUITS INSTALLATION - AREA H

ELECTRICAL CIRCUITS INSTALLATION - AREA G

ELECTRICAL CIRCUITS INSTALLATION - AREA F

ELECTRICAL CIRCUITS INSTALLATION - AREA E

ELECTRICAL CIRCUITS INSTALLATION - AREA D

ELECTRICAL CIRCUITS INSTALLATION - AREA C

ELECTRICAL CIRCUITS INSTALLATION - AREA B

ELECTRICAL CIRCUITS INSTALLATION - AREA A

ELECTRICAL CIRCUIT DEMOLITION - AREA K

ELECTRICAL CIRCUIT DEMOLITION - AREA J

ELECTRICAL CIRCUIT DEMOLITION - AREA I

ELECTRICAL CIRCUIT DEMOLITION - AREA H

ELECTRICAL CIRCUIT DEMOLITION - AREA G

ELECTRICAL CIRCUIT DEMOLITION - AREA F

ELECTRICAL CIRCUIT DEMOLITION - AREA E

ELECTRICAL CIRCUIT DEMOLITION - AREA D

ELECTRICAL CIRCUIT DEMOLITION - AREA C

ELECTRICAL CIRCUIT DEMOLITION - AREA B

ELECTRICAL CIRCUIT DEMOLITION - AREA A

ELECTRICAL DETAILS CONDUIT DUCTBANK AND COUNTERPOISE

ELECTRICAL DETAILS TEMPORARY LIGHTS AND PAPI

ELECTRICAL DETAILS

ELECTRICAL DETAILS ILLUMINATED SIGNAGE

ELECTRICAL DETAILS IN-PAVEMENT EDGE LIGHT DETAILS

ELECTRICAL DETAILS ELEVATED EDGE LIGHTS

ELECTRICAL NOTES

DESIGN FILE FILE NUMBER SHEET NO. DESCRIPTION

CIVIL

MATOC01_CG503.DWG

MATOC01_CG502.DWG

MATOC01_CG501.DWG

MATOC01_CG207.DWG

MATOC01_CG206.DWG

MATOC01_CG205.DWG

MATOC01_CG204.DWG

MATOC01_CG203.DWG

MATOC01_CG202.DWG

MATOC01_CG201.DWG

MATOC01_CG111.DWG

MATOC01_CG110.DWG

MATOC01_CG109.DWG

MATOC01_CG108.DWG

MATOC01_CG107.DWG

MATOC01_CG106.DWG

MATOC01_CG105.DWG

MATOC01_CG104.DWG

MATOC01_CG103.DWG

MATOC01_CG102.DWG

MATOC01_CG101.DWG

MATOC01_CP801.DWG

MATOC01_CP711.DWG

MATOC01_CP710.DWG

MATOC01_CP709.DWG

MATOC01_CP708.DWG

MATOC01_CP707.DWG

MATOC01_CP706.DWG

MATOC01_CP705.DWG

MATOC01_CP704.DWG

MATOC01_CP703.DWG

MATOC01_CP702.DWG

MATOC01_CP701.DWG

MATOC01_CP503.DWG

MATOC01_CP502.DWG

MATOC01_CP501.DWG

MATOC01_CP411.DWG

MATOC01_CP410.DWG

MATOC01_CP403.DWG

MATOC01_CP402.DWG

MATOC01_CP401.DWG

MATOC01_CP202.DWG

MATOC01_CP201.DWG

MATOC01_CP111.DWG

MATOC01_CP110.DWG

MATOC01_CP109.DWG

MATOC01_CP108.DWG

MATOC01_CP107.DWG

MATOC01_CP106.DWG

MATOC01_CP105.DWG

MATOC01_CP104.DWG

MATOC01_CP103.DWG

MATOC01_CP102.DWG

MATOC01_CP101.DWG

MATOC01_CP100.DWG

MATOC01_CD202.DWG

MATOC01_CD201.DWG

MATOC01_CD111.DWG

MATOC01_CD110.DWG

MATOC01_CD109.DWG

MATOC01_CD108.DWG

MATOC01_CD107.DWG

MATOC01_CD106.DWG

MATOC01_CD105.DWG

MATOC01_CD104.DWG

MATOC01_CD103.DWG

MATOC01_CD102.DWG

MATOC01_CD101.DWG

CG503

CG502

CG501

CG207

CG206

CG205

CG204

CG203

CG202

CG201

CG111

CG110

CG109

CG108

CG107

CG106

CG105

CG104

CG103

CG102

CG101

CP801

CP711

CP710

CP709

CP708

CP707

CP706

CP705

CP704

CP703

CP702

CP701

CP503

CP502

CP501

CP411

CP410

CP403

CP402

CP401

CP202

CP201

CP111

CP110

CP109

CP108

CP107

CP106

CP105

CP104

CP103

CP102

CP101

CP100

CD202

CD201

CD111

CD110

CD109

CD108

CD107

CD106

CD105

CD104

CD103

CD102

CD101

PIPE BEDDING DETAILS & OBSERVATION RISER DETAILS

HEADWALL DETAILS

SUBDRAIN MANHOLE DETAILS

RUNWAY CENTERLINE PROFILE

RUNWAY CENTERLINE PROFILE

RUNWAY CENTERLINE PROFILE

RUNWAY CENTERLINE PROFILE

RUNWAY CENTERLINE PROFILE

RUNWAY CENTERLINE PROFILE

RUNWAY CENTERLINE PROFILE

GRADING PLAN - AREA K

GRADING PLAN - AREA J

GRADING PLAN - AREA I

GRADING PLAN - AREA H

GRADING PLAN - AREA G

GRADING PLAN - AREA F

GRADING PLAN - AREA E

GRADING PLAN - AREA D

GRADING PLAN - AREA C

GRADING PLAN - AREA B

GRADING PLAN - AREA A

PAVEMENT MARKING DETAILS

PAVEMENT MARKING PLAN - AREA K

PAVEMENT MARKING PLAN - AREA J

PAVEMENT MARKING PLAN - AREA I

PAVEMENT MARKING PLAN - AREA H

PAVEMENT MARKING PLAN - AREA G

PAVEMENT MARKING PLAN - AREA F

PAVEMENT MARKING PLAN - AREA E

PAVEMENT MARKING PLAN - AREA D

PAVEMENT MARKING PLAN - AREA C

PAVEMENT MARKING PLAN - AREA B

PAVEMENT MARKING PLAN - AREA A

REINFORCEMENT DETAILS

JOINT SEALANT DETAILS

JOINT DETAILS

JOINT LAYOUT PLAN - AREA K

JOINT LAYOUT PLAN - AREA J

JOINT LAYOUT PLAN - AREA C

JOINT LAYOUT PLAN - AREA B

JOINT LAYOUT PLAN - AREA A

PAVEMENT REPLACEMENT SECTIONS SHEET 2 OF 2

PAVEMENT REPLACEMENT SECTIONS SHEET 1 OF 2

PAVING PLAN - AREA K

PAVING PLAN - AREA J

PAVING PLAN - AREA I

PAVING PLAN - AREA H

PAVING PLAN - AREA G

PAVING PLAN - AREA F

PAVING PLAN - AREA E

PAVING PLAN - AREA D

PAVING PLAN - AREA C

PAVING PLAN - AREA B

PAVING PLAN - AREA A

GROOVING PLAN

PAVEMENT REMOVAL SECTIONS SHEET 2 OF 2

PAVEMENT REMOVAL SECTIONS SHEET 1 OF 2

REMOVAL PLAN - AREA K

REMOVAL PLAN - AREA J

REMOVAL PLAN - AREA I

REMOVAL PLAN - AREA H

REMOVAL PLAN - AREA G

REMOVAL PLAN - AREA F

REMOVAL PLAN - AREA E

REMOVAL PLAN - AREA D

REMOVAL PLAN - AREA C

REMOVAL PLAN - AREA B

REMOVAL PLAN - AREA A

STRUCTURAL

MATOC01_S-001.DWG S-001 STRUCTURAL DETAILS - THRESHOLD BAR

GEOTECHNICAL

MATOC01_B-301.DWG

MATOC01_B-101.DWG

B-301

B-101

BORING LOGS

BORING LOCATION PLAN

71963

0 10

12 105

X X

XX

XX

XX XX XX XX XX XX

XX XX XX XX XX

X X

X X

X X

X X

X X

XX

X X

XXXXXX XX XX XX

XX

X X

XXXX

X X

X X

X X

XX XX XX XX XX XXXXXXXXXX

1055 1054

EOD AREA

ROCK

193-3

193-14

193-6

193-1

193-2

193-5

193-15

193-11.

BAK-12

2114-2

2114-1

C

IR

C L E

R O C

K

C

IR

C L E

C

IR

C L E

T R E E

P L

A C

E

P O P L

A R

E

S T

R E E T

BUD EBERT

PARK

0 9

S H E R

W O

O D

3 105

101103

112 117

119121

104102

103101

135137139141

144146148150

T

R E

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C R

U

IS

S

IL

E

L

A N E

H U E

Y

L

A N E

S

IR

O C

IV

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WAVERLY WAY

WAVERLY WAY

M A

L L

A

A I L

L A R

IA

N E

GRAMERCY COURT

S I R

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I V

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S U

N S

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IN

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SINGLE

L A R

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O P

10972064

6 1978

0 4

5 2003

116114

G O

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E

P R

A I R I E

P L

WAY

WINDING

R O

A D

S H

A W

N E

E

C O

U R

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LANDING

S T

R E

E T

H

LANE

PEMBROOK

COURT

DAKOTA

W A

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158156

R A

IN

TREE

S O

M E R S E T

W

EDGEW

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LINDEN

COURT

POLAR

PLACE

LANDING

A R

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W H

E

I V

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D E

L

I V

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W I N

D I

W

Y

C A R L T

O N

C

O U R T

ROAD C

ROCKET ROAD

P E

A C

E K

E E

P

P

A C

E

136 134 132

114 116

55535

118 116

112 110

111 109

8 192

145132

111 109

108 106

148146

137135

140138

196 198

106 108

126101

5 116

2327 25

121416

S

IR

O C

IV

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ROAMING ROAD

L O

C K

N E

P E

A C E

K E E P

A

ID

G E

C

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C L E

HAMPTON LOOP

CIR

CHEV

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AVION WAY

DAUPHIN DRIV

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D A

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GLACIER DRIVE

CORAL COURT

CORAL COURT

D E

L

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D U

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D U

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DELTA DRIVE

PRAIRIE PLACE

W

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W I N

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WINDING WAY

S P R

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L I N

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981 983 985 987 989

988986

GPN

123 125

112 114 116

3 104

SD

SD

SD

SD

SD

SD

SD

S D

SD

TOP= 3254.064 SFT

TOP= 3250.841 SFT

TOP= 3257.271 SFT

B L A S T D

E F L E C T O

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B L A S T D

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S D

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X X

XX

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U G

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CORPS OF ENGINEERS

AIRFIELD OPERATIONS

GATE

MEEKS

RNG 2

RNG 3

RNG 1

12:51:39 PM 8/11/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

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ANY CONSTRUCTION.

REQUIRED TO SUBMIT FAA FORM 7620-1 60 DAYS PRIOR TO BEGINNING

SURFACE. PROVIDE THE AIRFIELD MANAGER ALL THE INFORMATION

PLANT FACILITY STRUCTURES PENETRATING 7H:1V TRANSITIONAL

OBSTRUCTION LIGHTING SHALL BE REQUIRED FOR ALL BATCH

THE IMAGINARY 7H:1V TRANSITIONAL SURFACE. TEMPORARY

1. CONTRACTORS BATCH PLANT FACILITIES WILL PENETRATE

RUTS, AND SOFT YIELDING SPOTS.

BACK TO ORIGINAL CONDITION BY REPAIRING POTHOLES,

2. THE CONTRACTOR SHALL RESTORE ALL HAUL ROUTES

CONTRACTING OFFICER FOR APPROVAL OF LOCATIONS.

DEPARTMENT. COORDINATE AREA WITH THE

THROUGH WORK ZONES AT ALL TIMES FOR FIRE

3. CONTRACTOR SHALL PROVIDE A 12' WIDE ACCESS

NOTES:

PERIMETER ROAD

SEE NOTES 2 & 10

PERIMETER ROAD

CONTROL TOWER

M

ASS PAR

KIN

G

APR

O N

R U

N W

AY 29/11

TAXIW

AY C

TAXIW

AY B

SEE NOTE 8

12,470 V POWER -TYP.

SECTIONALIZER - 3 PHASE

1, 11, AND 13.

/BATCH PLANT AREA - SEE NOTES

CONTRACTOR STAGING/STORAGE

TAXIWAY J

TAXIW

AY I

TAXIW

AY H

TAXIW

AY A

W

AR

M -U

P PAD

& N O

R

TH

W

EST

TAXIW

AY D

SEE NOTE 9

FIRE HYDRANT

HIGHWAY 125

TACAN

LEGEND:

CONTRACTOR HAUL ROUTE

CONTRACTOR FREE ZONE

TO S

OMEWHERE, U

SA

SEE SHEET C-004 FOR DETAILS

CLOSED TAXIWAY MARKING

AC

R

O

SS TAXIW

AY AT TH

IS LO

C

ATIO

N

IN

STALL LO

W

PR

O

FILE BAR

R

IC

AD

E

ALLO

W

ED

O F M

ATER

IALS O

N O

VER

R

U N

153+50 - N O

STO

C

KPILIN

G

O

VER

R U

N R

N W

Y. STA.

BAR

R

IC

AD

E AC

R O

SS

IN

STALL LO

W

PR

O

FILE

R U

N W

AY 11 EN

D

RUNWAY AT RNWY. STA. 130+47

BARRICADE ACROSS

INSTALL LOW PROFILE

THRESHOLD AT RNWY. STA. 112+90

INSTALL TEMPORARY DISPLACED

ALERT APRON

SYSTEM AT RNWY. STA. 100+66

INSALL TEMPORARY PAPI

FOR THE BATCH PLANT AND OTHER FACILITIES.

STEP-DOWN TRANSFORMER TO PROVIDE USABLE POWER

CONTRACTOR TO PROVIDE AND CONNECT HIS OWN

LOCATION SHOWN AT NO EXPENSE TO THE CONTRACTOR.

8. POWER AVAILABLE FOR CONTRACTOR USE AT THE

SITE.

MEANS OF CONVEYING WATER TO THE BATCH PLANT

CONTRACTOR TO PROVIDE OWN CONNECTION AND

LOCATION SHOWN AT NO EXPENSE TO THE CONTRACTOR.

9. WATER AVAILABLE FOR CONTRACTOR USE AT THE

ORIGINAL CONDITION PRIOR TO CONSTRUCTION.

ACCESS POINT TO THE NORTHWEST WARM-UP PAD TO IT'S

LENGTH OF PERIMETER ROAD FROM THE CONTRACTOR'S

THE PROJECT, THE CONTRACTOR SHALL RESTORE THE ENTIRE

CONTRACT DURATION. IN ADDITION, AT THE COMPLETION OF

DUST CONTROL FOR PERIMETER ROAD FOR THE ENTIRE

ENTIRE CONTRACT. THE CONTRACTOR SHALL ALSO MAINTAIN

MAINTAIN PERIMETER ROAD IN A USABLE CONDITION FOR THE

FOR CONSTRUCTION TRAFFIC. THE CONTRACTOR SHALL

IMPROVEMENTS NECESSARY TO PROVIDE A USABLE SURFACE

THE CONTRACTOR SHALL MAKE ALL PERIMETER ROAD

SUPPORT CONSTRUCTION EQUIPMENT TRAFFIC. THEREFORE,

SURFACED AND IS ALSO IN POOR CONDITION AND WILL NOT

TOWER SITE TO THE NORTHWEST WARM-UP PAD IS GRAVEL

EQUIPMENT TRAFFIC. PERIMETER ROAD FROM THE CONTROL

IS IN POOR CONDITION AND WILL NOT SUPPORT CONSTRUCTION

THE CONTROL TOWER SITE. THE EXISTING ASPHALT PAVEMENT

APPROXIMATELY THE ACCESS POINT DOUBLE SWING GATE TO

10. PERIMETER ROAD IS ASPHALT PAVED FROM

PLACE AT THE COMPLETION OF THE PROJECT.

WORKING PLATFORM. IMPROVEMENTS SHALL BE LEFT IN

IMPORTING AGGREGATE MATERIALS TO PROVIDE A STABLE

LIMITED TO GRADING, INSTALLING DRAINAGE SYSTEMS, AND

TO MEET HIS NEEDS. IMPROVEMENTS INCLUDE BUT ARE NOT

IMPROVE THE STAGING/STORAGE AREA/BATCH PLANT AREA

11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

CONTRACTOR HEAVY EQUIPMENT.

CONSTRUCTION FREE ZONE ARE OFF LIMITS TO ALL

CONTRACTOR'S STAGING AREA, HAUL ROUTE, AND

12. ALL AREAS ON GREEGERS AFB OTHER THAN THE

AND SUBGRADE MATERIALS.

EQUIPMENT MAY BE USED TO REMOVE/REPLACE EXISTING BASE

PAVEMENT TO REMAIN AT ANY TIME. STEEL BUCKET OR BLADE

WITH THE BUCKET OR BLADE IN DIRECT CONTACT WITH ANY

15. STEEL BUCKET OR BLADE EQUIPMENT SHALL NOT OPERATE

THE CONTRACTOR STAGING/STORAGE/BATCH PLANT AREA.

FENCE WITH LOCKING GATE AROUND THE ENTIRE PERIMETER OF

14. THE CONTRACTOR SHALL INSTALL A CHAIN LINK SECURITY

OF GATE ACCESS THROUGH THE CONTRACTING OFFICER.

ADVANCE THE CONTRACTOR MAY REQUEST EXTENDED HOURS

DAYS A WEEK FROM 6:00 AM TILL 10:00 PM. FOURTEEN DAYS IN

POINT WILL BE MANNED BY GOVERNMENT SECURITY FORCES 7

DELIVERY'S TO AVOID ACCESS DELAYS. CONTRACTOR ACCESS

STRATEGICALLY SCHEDULE PERSONNEL ACCESS AND MATERIAL

AT A TIME. THEREFORE, THE CONTRACTOR SHALL

SECURITY FORCES WILL BE INSPECTING VEHICLES ONE VEHICLE

ACCESS TO GREEGERS AFB. ONLY ONE SET OF GOVERNMENT

INSPECTED BY GOVERNMENT SECURITY FORCES PRIOR TO

13. ALL CONTRACTOR VEHICLES AND EQUIPMENT SHALL BE

/BATCH PLANT AREA

CONTRACTOR STAGING/STORAGE

D

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

DURING CONSTRUCTION.

POLICE, BASE OPS, AND THE GENERAL BASE POPULATION

4. THE HAUL ROUTE WILL BE USED BY THE SECURITY

IT REMAINS PASSABLE AT ALL TIMES.

5. THE CONTRACTOR SHALL MAINTAIN THE HAUL ROUTE SO

DISPLACED THRESHOLD PLANS.

MARKING DETAILS AND SHEET C-005 FOR TEMPORARY

6. SEE SHEET C-003 FOR TEMPORARY DISPLACED THRESHOLD

THE EXACT LOCATION OF ALL LOW PROFILE BARRICADES.

BASE OPERATIONS THROUGH THE CONTRACTING OFFICER

7. CONTACTOR SHALL COORDINATE WITH GREEGERS AFB

71963

0 10

12 105

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1055 1054

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

ANY CONSTRUCTION.

REQUIRED TO SUBMIT FAA FORM 7620-1 60 DAYS PRIOR TO BEGINNING

SURFACE. PROVIDE THE AIRFIELD MANAGER ALL THE INFORMATION

PLANT FACILITY STRUCTURES PENETRATING 7H:1V TRANSITIONAL

OBSTRUCTION LIGHTING SHALL BE REQUIRED FOR ALL BATCH

THE IMAGINARY 7H:1V TRANSITIONAL SURFACE. TEMPORARY

1. CONTRACTORS BATCH PLANT FACILITIES WILL PENETRATE

RUTS, AND SOFT YIELDING SPOTS.

BACK TO ORIGINAL CONDITION BY REPAIRING POTHOLES,

2. THE CONTRACTOR SHALL RESTORE ALL HAUL ROUTES

CONTRACTING OFFICER FOR APPROVAL OF LOCATIONS.

DEPARTMENT. COORDINATE AREA WITH THE

THROUGH WORK ZONES AT ALL TIMES FOR FIRE

3. CONTRACTOR SHALL PROVIDE A 12' WIDE ACCESS

NOTES:

CONTRACTOR TO PROVIDE AND CONNECT HIS OWN

LOCATION SHOWN AT NO EXPENSE TO THE CONTRACTOR.

8. POWER AVAILABLE FOR CONTRACTOR USE AT THE

SITE.

MEANS OF CONVEYING WATER TO THE BATCH PLANT

CONTRACTOR TO PROVIDE OWN CONNECTION AND

LOCATION SHOWN AT NO EXPENSE TO THE CONTRACTOR.

9. WATER AVAILABLE FOR CONTRACTOR USE AT THE

ORIGINAL CONDITION PRIOR TO CONSTRUCTION.

ACCESS POINT TO THE NORTHWEST WARM-UP PAD TO IT'S

LENGTH OF PERIMETER ROAD FROM THE CONTRACTOR'S

THE PROJECT, THE CONTRACTOR SHALL RESTORE THE ENTIRE

CONTRACT DURATION. IN ADDITION, AT THE COMPLETION OF

DUST CONTROL FOR PERIMETER ROAD FOR THE ENTIRE

ENTIRE CONTRACT. THE CONTRACTOR SHALL ALSO MAINTAIN

MAINTAIN PERIMETER ROAD IN A USABLE CONDITION FOR THE

FOR CONSTRUCTION TRAFFIC. THE CONTRACTOR SHALL

IMPROVEMENTS NECESSARY TO PROVIDE A USABLE SURFACE

THE CONTRACTOR SHALL MAKE ALL PERIMETER ROAD

SUPPORT CONSTRUCTION EQUIPMENT TRAFFIC. THEREFORE,

SURFACED AND IS ALSO IN POOR CONDITION AND WILL NOT

TOWER SITE TO THE NORTHWEST WARM-UP PAD IS GRAVEL

EQUIPMENT TRAFFIC. PERIMETER ROAD FROM THE CONTROL

IS IN POOR CONDITION AND WILL NOT SUPPORT CONSTRUCTION

THE CONTROL TOWER SITE. THE EXISTING ASPHALT PAVEMENT

APPROXIMATELY THE ACCESS POINT DOUBLE SWING GATE TO

10. PERIMETER ROAD IS ASPHALT PAVED FROM

PLACE AT THE COMPLETION OF THE PROJECT.

WORKING PLATFORM. IMPROVEMENTS SHALL BE LEFT IN

IMPORTING AGGREGATE MATERIALS TO PROVIDE A STABLE

LIMITED TO GRADING, INSTALLING DRAINAGE SYSTEMS, AND

TO MEET HIS NEEDS. IMPROVEMENTS INCLUDE BUT ARE NOT

IMPROVE THE STAGING/STORAGE AREA/BATCH PLANT AREA

11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

CONTRACTOR HEAVY EQUIPMENT.

CONSTRUCTION FREE ZONE ARE OFF LIMITS TO ALL

CONTRACTOR'S STAGING AREA, HAUL ROUTE, AND

12. ALL AREAS ON GREEGERS AFB OTHER THAN THE

AND SUBGRADE MATERIALS.

EQUIPMENT MAY BE USED TO REMOVE/REPLACE EXISTING BASE

PAVEMENT TO REMAIN AT ANY TIME. STEEL BUCKET OR BLADE

WITH THE BUCKET OR BLADE IN DIRECT CONTACT WITH ANY

15. STEEL BUCKET OR BLADE EQUIPMENT SHALL NOT OPERATE

THE CONTRACTOR STAGING/STORAGE/BATCH PLANT AREA.

FENCE WITH LOCKING GATE AROUND THE ENTIRE PERIMETER OF

14. THE CONTRACTOR SHALL INSTALL A CHAIN LINK SECURITY

OF GATE ACCESS THROUGH THE CONTRACTING OFFICER.

ADVANCE THE CONTRACTOR MAY REQUEST EXTENDED HOURS

DAYS A WEEK FROM 6:00 AM TILL 10:00 PM. FOURTEEN DAYS IN

POINT WILL BE MANNED BY GOVERNMENT SECURITY FORCES 7

DELIVERY'S TO AVOID ACCESS DELAYS. CONTRACTOR ACCESS

STRATEGICALLY SCHEDULE PERSONNEL ACCESS AND MATERIAL

AT A TIME. THEREFORE, THE CONTRACTOR SHALL

SECURITY FORCES WILL BE INSPECTING VEHICLES ONE VEHICLE

ACCESS TO GREEGERS AFB. ONLY ONE SET OF GOVERNMENT

INSPECTED BY GOVERNMENT SECURITY FORCES PRIOR TO

13. ALL CONTRACTOR VEHICLES AND EQUIPMENT SHALL BE

7. CONTACTOR SHALL COORDINATE WITH GREEGERS AFB

DISPLACED THRESHOLD PLANS.

MARKING DETAILS AND SHEET C-005 FOR TEMPORARY

6. SEE SHEET C-003 FOR TEMPORARY DISPLACED THRESHOLD

SEE NOTE 8

12,470 V POWER -TYP.

SECTIONALIZER - 3 PHASE

71963

0 10

12 105

X X

XX

XX

XX XX XX XX XX XX

XX XX XX XX XX

X X

X X

X X

X X

X X

XX

X X

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X X

X X

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1055 1054

EOD AREA

ROCK

193-3

193-14

193-6

193-1

193-2

193-5

193-15

193-11.

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TAXIW

AY I

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AY H

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W

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P PAD

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EST

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FIRE HYDRANT

HIGHWAY 125

TACAN

LEGEND:

CONTRACTOR HAUL ROUTE

CONTRACTOR FREE ZONE

TO S

OMEWHERE, U

SA

SEE SHEET C-002 FOR DETAILS

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INSTALL LOW PROFILE

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

ANY CONSTRUCTION.

REQUIRED TO SUBMIT FAA FORM 7620-1 60 DAYS PRIOR TO BEGINNING

SURFACE. PROVIDE THE AIRFIELD MANAGER ALL THE INFORMATION

PLANT FACILITY STRUCTURES PENETRATING 7H:1V TRANSITIONAL

OBSTRUCTION LIGHTING SHALL BE REQUIRED FOR ALL BATCH

THE IMAGINARY 7H:1V TRANSITIONAL SURFACE. TEMPORARY

1. CONTRACTORS BATCH PLANT FACILITIES WILL PENETRATE

RUTS, AND SOFT YIELDING SPOTS.

BACK TO ORIGINAL CONDITION BY REPAIRING POTHOLES,

2. THE CONTRACTOR SHALL RESTORE ALL HAUL ROUTES

CONTRACTING OFFICER FOR APPROVAL OF LOCATIONS.

DEPARTMENT. COORDINATE AREA WITH THE

THROUGH WORK ZONES AT ALL TIMES FOR FIRE

3. CONTRACTOR SHALL PROVIDE A 12' WIDE ACCESS

NOTES:

CONTRACTOR TO PROVIDE AND CONNECT HIS OWN

LOCATION SHOWN AT NO EXPENSE TO THE CONTRACTOR.

8. POWER AVAILABLE FOR CONTRACTOR USE AT THE

SITE.

MEANS OF CONVEYING WATER TO THE BATCH PLANT

CONTRACTOR TO PROVIDE OWN CONNECTION AND

LOCATION SHOWN AT NO EXPENSE TO THE CONTRACTOR.

9. WATER AVAILABLE FOR CONTRACTOR USE AT THE

ORIGINAL CONDITION PRIOR TO CONSTRUCTION.

ACCESS POINT TO THE NORTHWEST WARM-UP PAD TO IT'S

LENGTH OF PERIMETER ROAD FROM THE CONTRACTOR'S

THE PROJECT, THE CONTRACTOR SHALL RESTORE THE ENTIRE

CONTRACT DURATION. IN ADDITION, AT THE COMPLETION OF

DUST CONTROL FOR PERIMETER ROAD FOR THE ENTIRE

ENTIRE CONTRACT. THE CONTRACTOR SHALL ALSO MAINTAIN

MAINTAIN PERIMETER ROAD IN A USABLE CONDITION FOR THE

FOR CONSTRUCTION TRAFFIC. THE CONTRACTOR SHALL

IMPROVEMENTS NECESSARY TO PROVIDE A USABLE SURFACE

THE CONTRACTOR SHALL MAKE ALL PERIMETER ROAD

SUPPORT CONSTRUCTION EQUIPMENT TRAFFIC. THEREFORE,

SURFACED AND IS ALSO IN POOR CONDITION AND WILL NOT

TOWER SITE TO THE NORTHWEST WARM-UP PAD IS GRAVEL

EQUIPMENT TRAFFIC. PERIMETER ROAD FROM THE CONTROL

IS IN POOR CONDITION AND WILL NOT SUPPORT CONSTRUCTION

THE CONTROL TOWER SITE. THE EXISTING ASPHALT PAVEMENT

APPROXIMATELY THE ACCESS POINT DOUBLE SWING GATE TO

10. PERIMETER ROAD IS ASPHALT PAVED FROM

PLACE AT THE COMPLETION OF THE PROJECT.

WORKING PLATFORM. IMPROVEMENTS SHALL BE LEFT IN

IMPORTING AGGREGATE MATERIALS TO PROVIDE A STABLE

LIMITED TO GRADING, INSTALLING DRAINAGE SYSTEMS, AND

TO MEET HIS NEEDS. IMPROVEMENTS INCLUDE BUT ARE NOT

IMPROVE THE STAGING/STORAGE AREA/BATCH PLANT AREA

11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

CONTRACTOR HEAVY EQUIPMENT.

CONSTRUCTION FREE ZONE ARE OFF LIMITS TO ALL

CONTRACTOR'S STAGING AREA, HAUL ROUTE, AND

12. ALL AREAS ON GREEGERS AFB OTHER THAN THE

AND SUBGRADE MATERIALS.

EQUIPMENT MAY BE USED TO REMOVE/REPLACE EXISTING BASE

PAVEMENT TO REMAIN AT ANY TIME. STEEL BUCKET OR BLADE

WITH THE BUCKET OR BLADE IN DIRECT CONTACT WITH ANY

15. STEEL BUCKET OR BLADE EQUIPMENT SHALL NOT OPERATE

THE CONTRACTOR STAGING/STORAGE/BATCH PLANT AREA.

FENCE WITH LOCKING GATE AROUND THE ENTIRE PERIMETER OF

14. THE CONTRACTOR SHALL INSTALL A CHAIN LINK SECURITY

OF GATE ACCESS THROUGH THE CONTRACTING OFFICER.

ADVANCE THE CONTRACTOR MAY REQUEST EXTENDED HOURS

DAYS A WEEK FROM 6:00 AM TILL 10:00 PM. FOURTEEN DAYS IN

POINT WILL BE MANNED BY GOVERNMENT SECURITY FORCES 7

DELIVERY'S TO AVOID ACCESS DELAYS. CONTRACTOR ACCESS

STRATEGICALLY SCHEDULE PERSONNEL ACCESS AND MATERIAL

AT A TIME. THEREFORE, THE CONTRACTOR SHALL

SECURITY FORCES WILL BE INSPECTING VEHICLES ONE VEHICLE

ACCESS TO GREEGERS AFB. ONLY ONE SET OF GOVERNMENT

INSPECTED BY GOVERNMENT SECURITY FORCES PRIOR TO

13. ALL CONTRACTOR VEHICLES AND EQUIPMENT SHALL BE

7. CONTACTOR SHALL COORDINATE WITH GREEGERS AFB

OF THE RUNWAY PRIOR TO BEGINNING ANY WORK WITHIN PHASE 3.

DURING PHASE 3. INSTALL RUNWAY CLOSED X'S AT BOTH ENDS

6. THE RUNWAY WILL BE CLOSED TO AIRCRAFT OPERATIONS

SEE NOTE 8

12,470 V POWER -TYP.

SECTIONALIZER - 3 PHASE

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USEABLE RUNWAY

9300'

DISPLACED OVERRUN

1000'

-0.28% SLOPE

-0.05% SLOPE

CURVE

VERTICAL

600'

APPROACH-DEPARTURE CLEARANCE SURFACE 50H:1V

200' - SEE NOTE 3

10' SAFETY BUFFER

REPAIR RWY 11 END CONSTRUCTION AREA

2303'

SEE NOTE 2

EX. ELEV. = 1666.18

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HEIGHT LIMIT

MAXIMUM EQUIPMENT

SURFACE ELEVATION

EXISTING RUNWAY CL

NOT TO SCALE

PHASE 1 TEMPORARY DISPLACED THRESHOLD IMAGINARY SURFACE LONGITUDINAL PROFILE

A R

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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 TO 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:

757'

12:53:52 PM 8/11/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

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U .S

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USEABLE RUNWAY

9300'

ELEV. = 1651.13

DISPLACED OVERRUN

1000'

APPROACH-DEPARTURE CLEARANCE SURFACE 50

H:1V

200' - SEE NOTE 3

10' SAFETY BUFFER

NOTE 2

SEE

-0.28% SLOPE

NOT TO SCALE

PHASE 2 TEMPORARY DISPLACED THRESHOLD IMAGINARY SURFACE LONGITUDINAL PROFILE

515'

REPAIR RWY 29 END CONSTRUCTION AREA

2635'

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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 TO 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:

SURFACE ELEVATION

EXISTING RUNWAY CL

HEIGHT LIMIT

MAXIMUM EQUIPMENT

12:54:23 PM 8/11/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

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5'

WHITE MARKING

RETRO-REFLECTIVE

EDGE OF EXISTING ASPHALT

RUNWAY SIDE STRIPE

EXISTING RUNWAY CENTERLINE

THRESHOLD

THE TEMPORARY DISPLACED

REMOVED IN ORDER TO INSTALL

EXISTING CENTERLINE TO BE

REMOVAL LIMITS (TYP.) - SEE NOTE 4

CHEVRON AND CENTERLINE MARKING

TO REMAIN (TYP.)

CENTERLINE MARKING

EXISTING RUNWAY

MARKING REMOVAL LIMITS - SEE NOTE 4

TEMPORARY DISPLACED THRESHOLD PAVEMENT

AND TEMPORARY DISPLACED THRESHOLD (TYP.)

BETWEEN THE 11 OR 29 DESIGNATION MARKING

EXISTING RUNWAY CENTERLINE MARKINGS

CENTERLINE ARROW TO BE INSTALLED ON ALL

S O

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NOT TO SCALE

45'

DISPLACED THRESHOLD NOTES:

DISPLACED THRESHOLD CHEVRON / ARROW DETAIL

10'

.5 (T

Y P

70'

USEABLE RUNWAYDISPLACED OVERUN / CONSTRUCTION AREA

DISPLACED THRESHOLD.

6. THE CONTRACTOR SHALL COORDINATE WITH AIRFIELD MANAGER PRIOR TO INSTALLING THE

THE PAVEMENT BY THE GOVERNMENT.

SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE PRIOR TO ACCEPTANCE OF

5. DAMAGE TO THE PAVEMENT CAUSED BY THE CONTRACTOR'S PAINT REMOVAL OPERATIONS

COMPLETED.

SHEET TO ENSURE THAT NO "GHOST MARKINGS" EXIST AFTER REMOVALS HAVE BEEN

SHALL REMOVE THE MARKINGS BEYOND THE LIMITS OF THE MARKINGS AS INDICATED ON THIS

4. WHEN REMOVING THE TEMPORARY DISPLACED THRESHOLD MARKINGS, THE CONTRACTOR

PAVEMENT WITH A HALF APPLICATION OF REFLECTIVE PAINT.

3. ALL TEMPORARY DISPLACED THRESHOLD MARKINGS SHALL BE PAINTED DIRECTLY ON THE

DURING THE APPROPRIATE CONSTRUCTION PHASE.

ON SHEETS CP701 THRU CP711. THE PERMANENT PAVEMENT MARKINGS SHALL BE INSTALLED

TEMPORARY RUNWAY MARKINGS AND INSTALL NEW RUNWAY PAVEMENT MARKINGS AS SHOWN

2. AT THE END OF EACH CONSTRUCTION PHASE, THE CONTRACTOR SHALL REMOVE ALL

SEE SHEET C-001A AND C-001B FOR INSTALLATION REQUIREMENTS.

MARKINGS (CENTERLINE MARKINGS, CHEVRONS AND THRESHOLD LATERAL STRIPE) AS SHOWN.

1. THE CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY DISPLACED THRESHOLD

TEMPORARY THRESHOLD BAR

NEW REFLECTIVE WHITE

170'

5' 120'

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(150W / 120V PAR-38)

CLEAR SPOTLIGHT

SEE NOTE 4

FLASHING RED LIGHT

AREA

CONSTRUCTION CONSTRUCTION

LOW PROFILE BARRICADES

BARRICADES (2)

CORNER LOW PROFILE

SHALL BE YELLOW

TAXILANE CROSSES

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NOTES:

5. SPILL/CONTAINMENT KIT MUST BE INSTALLED ON SITE, UNDER EACH GENERATOR.

FOR THE DURATION OF THE PROJECT.

LIGHTED RUNWAY CLOSURE MARKERS, INCLUDING FUEL AND REPLACEMENT BULBS,

4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND REAPIR OF TWO

24 HOURS A DAY, 7 DAYS A WEEK.

3. LIGHTED RUNWAY CLOSURE EQUIPMENT SHALL BE IN CONTINUOUS OPERATION

ADVISORY CIRCULAR NO. 150 / 5345-55A, TYPE L-893, WHICH IS ETL CERTIFIED.

2. LIGHTED RUNWAY CLOSURE EQUIPMENT SHALL BE IN ACCORDANCE WITH FAA

1. LIGHTED ARRANGEMENT SHALL BE AS SHOWN.

7'

7'

3.

5'

RUNWAY CROSSES.

CONTRACTING OFFICER, THE TIMING OF INSTALLATION AND REMOVAL OF CLOSED

5. THE CONTRACTOR SHALL COORDINATE WITH THE AIRFIELD MANAGER, THROUGH THE

ALLOWED.

4. PAINTING OF CLOSED RUNWAY CROSSES DIRECTLY ON PAVEMENT SHALL NOT BE

* FABRIC, SUCH AS CANVAS, ANCHORED WITH SAND BAGS

* ROLLED OUT AND ANCHORED PICKET FENCE

* PLYWOOD ANCHORED DOWN WITH SAND BAGS

* PLYWOOD ANCHORED WITH NAILS

FOLLOWING:

3. THE CLOSED RUNWAY CROSSES SHALL BE CONSTRUCTED USING ONE OF THE

RUNWAY CLOSURE MARKERS.

CONTRACTOR SHALL REMOVE ALL RUNWAY CLOSURE CROSSES INCLUDING LIGHTED

2. JUST PRIOR TO GOVERNMENT REACTIVATION OF THE PERMANENT RUNWAY THE

AIRFIELD MANAGER

GOVERNMENT. THE CONTRACTOR SHALL COORDINATE EXACT LOCATIONS WITH THE

BY THE CONTRACTOR UNTIL THE PERMANENT RUNWAY HAS BEEN ACCEPTED BY THE

INCLUDING FORM 7460-1. ALL CLOSURE CROSSES AND MARKERS SHALL BE MAINTAINED

REQUIREMENTS IN EM-385-1-1 AND SHALL SUBMIT PERTINENT FORMS TO THE FAA,

TEMPORARY RUNWAY CLOSURE". THE CONTRACTOR SHALL FOLLOW RUNWAY CLOSURE

CIRCULAR 150 5345-55A "SPECIFICATION FOR L-893, LIGHTED VISUAL AID TO INDICATE

RUNWAY CLOSURE MARKERS SHALL MEET THE REQUIREMENTS OF FAA ADVISORY

CLOSURE MARKERS SHALL BE PLACED AT EACH END OF PERMANENT RUNWAY. LIGHTED

AND 29 AT EACH END OF THE PERMANENT RUNWAY. IN ADDITION LIGHTED RUNWAY

INSTALLED DIRECTLY OVER PERMANENT RUNWAY EXISTING DESIGNATION MARKERS 11

1. PRIOR TO RUNWAY PHASE 3 CONSTRUCITON, CLOSED RUNWAY CROSSES SHALL BE

CLOSED RUNWAY CROSS NOTES:

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

M A

X

10"

C1

TYPICAL LOW PROFILE BARRICADE DETAIL

NO SCALE

L L

10' C TO C

SEE NOTE 3

L L

C T

O C

S E

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O T

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A1

TYPICAL LOW PROFILE BARRICADE PLACEMENT DETAIL

NO SCALE

A A

B

B

C

TAXILANE

EXISTING

L

B = 12.5'

A = 5'

A4

CLOSED TAXIWAY / TAXILANE CROSS DETAIL

NO SCALE

CONSTRUCTION AREA ZONE IS COMPLETE AND IS REOPENED TO AIRCRAFT TRAFFIC.

5. THE CONTRACTOR SHALL MAINTAIN ALL TAXIWAY CLOSURE CROSSES UNTIL ALL WORK WITHIN THE CURRENT

AND REMOVAL OF CLOSED TAXILANE CROSSES.

CONTRACTING OFFICER, THE EXACT LOCATION OF ALL CLOSED TAXILANE CROSSES AND THE TIMING OF INSTALLATION

4. THE CONTRACTOR SHALL COORDINATE WITH THE AIRFIELD MANAGER AND BASE OPERATIONS, THROUGH THE

3. CLOSED TAXILANE CROSSES SHALL BE INSTALLED AT ALL LOCATIONS SHOWN ON SHEETS C-002A THRU C-002J.

2. PAINTING OF CLOSED TAXILANE CROSSES DIRECTLY ON PAVEMENT SHALL NOT BE ALLOWED.

* FABRIC, SUCH AS CANVAS, ANCHORED WITH SAND BAGS

* ROLLED OUT AND ANCHORED PICKET FENCE

* PLYWOOD ANCHORED DOWN WITH SAND BAGS

* PLYWOOD ANCHORED WITH NAILS

1. THE CLOSED TAXILANE CROSSES SHALL BE CONSTRUCTED USING ONE OF THE FOLLOWING:

CLOSED TAXIWAY CROSS NOTES:

7. PROVIDE ONE 12' GAP IN THE LOW PROFILE BARRICADES FOR SECURITY FORCES AND FIRE TRUCK ACCESS.

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

REPRESENTATIVE.

PROFILE BARRICADES AND HAZARD LIGHTS WITHIN ONE HOUR OF BEING NOTIFIED BY THE CONTRACTING OFFICER'S

PROFILE BARRICADES AND HAZARD LIGHTS. THE CONTRACTOR SHALL INITIATE AND COMPLETE REPAIRS OF LOW

5. THE CONTRACTOR SHALL HAVE A PERSON AVAILABLE 24 HOURS A DAY FOR EMERGENCY MAINTENANCE OF LOW

FLASHES PER MINUTE.

4. FLASHING RED LIGHTS SHALL HAVE AT LEAST 5 CANDELAS EFFECTIVE INTENSITY AND FLASH AT A RATE OF 55 TO 160

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

2. BARRICADES SHALL COMPLY WITH THE REQUIREMENTS OF FAA ADVISORY CIRCULAR 150/5370-2F AND UFC 3-260-04.

HIGH WINDS AND JET ENGINE BLAST.

1. LOW PROFILE BARRICADES SHALL BE ANCHORED OR OF SUFFICIENT WEIGHT TO PREVENT OVERTURNING DUE TO

LOW PROFILE BARRICADE NOTES:

A7

CLOSED RUNWAY CROSS DETAIL

NO SCALE

LC

RUNWAY

EXISTING

48'

6'

.2

YELLOW

SHALL BE REFLECTIVE

RUNWAY CROSSES

D4

LIGHTED RUNWAY CLOSURE MARKING

NO SCALE

12:55:23 PM 8/11/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

A H

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A N

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F

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C E M

A T

O C

A

IR

F

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L D P

A V

M A

N N

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K R

A M

H

K R

T O

C

C -0

.d

C-004

O

W P

R O

F

IL

E B

A R

R

IC

A D

E S C

L O

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D

R U

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A Y C

R O

S S D

E T

A

P

A U

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

STA. 58+90

STA. 112+90

DISPLACED THRESHOLD CHEVRONS

DISPLACED THRESHOLD CHEVRONS

LOW PROFILE BARRICADES

LOW PROFILE BARRICADES

PHASE 1 DISPLACED THRESHOLD

PHASE 2 DISPLACED THRESHOLD

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

2+00

5+50

7+50

9+50

1+50

3+50

4+50

6+50

8+50

0+50

2+50

5+00

7+00

9+00

1+00

3+00

4+00

6+00

8+00

10+00

RNWY. STA. 151+23.50

TXWY. D STA. 0+00

2+00

5+50

7+50

9+50

1+50

3+50

4+50

6+50

8+50

0+50

2+50

5+00

7+00

9+00

1+00

3+00

4+00

6+00

8+00

10+00

12:55:59 PM 8/11/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

A H

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C

A P

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O L A

V E

O M

A H

A

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A U

G U

S T

E N

A M

E

A N

S

F

O R

C E M

A T

O C

A

IR

F

IE

L D P

A V

M A

N N

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K R

A M

H

K R

T O

C

C -0

.d

C-005

IS

P L

A C

E D T

H R

E S

H O

L D P

L

P

A U

L

NOTES:

3. SEE SHEET C-003 FOR DISPLACED THRESHOLD MARKING DETAILS.

2. SEE SHEETS C-002A AND C-002B FOR EQUIPMENT HEIGHT SAFETY PLANS.

1. SEE SHEETS C-001A AND C-001B OR ADDITIONAL PHASING REQUIREMENTS

PHASE 1 DISPLACED THRESHOLD PLAN

PHASE 2 DISPLACED THRESHOLD PLAN

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

F L O

W

ASP

H

ALT

ASP

H

ALT

ASP

H

ALT

ASP

H

ALT

ASP

H

ALT

C O

N C R

ETE

C O

N C R

ETE

ASP

H

ALT

ASP

H

ALT

C O

N C R

ETE

C O

N C R

ETE

GRAVEL

G R

AVEL

A S P

H A L T

A S P

H A L T

CONCRETE

ASP

H

ALT

ASP

H

ALT

ASP

H

ALT

C O

N C R

ETE

ASP

H

ALT

ASP

H

ALT

ASP

H

ALT

C O

N C R

ETE

C O

N C R

ETE

C O

N C R

ETE

ASP

H

ALT A

S P

H A L T

C O

N C R

ETE

SAN MH

RIM = 1649.29

(FULL OF WATER)

RIM = 1652.80

INV. = 1645.85

STORM MH

STORM MH

RIM = 1649.66

INV. = 1643.12

INV. = 1640.35

RIM = 1647.08

STORM MH

INV. = 1637.89

RIM = 1643.94

STORM MH

INV. = 1635.98

RIM = 1641.00

STORM MH

STORM MH

RIM = 1642.88

INV. = 1635.82

6" P

VC

P V C

STORM MH

RIM = 1639.99

INV. = 1631.47

INV. = 1630.90

RIM = 1640.02

STORM MH

INV. = 1632.55

RIM = 1640.24

STORM MH

INV. = 1625.92

RIM = 1632.00

STORM MH

P V C

H D P E

INV. = 1658.28

RIM = 1665.13

STORM MH

INV. = 1657.75

STORM MH

RIM = 1664.45

STORM MH

NO NOTES

RIM = 1662.91

INV. = 1656.81

RIM = 1663.43

STORM MH

INV. = 1655.23

RIM = 1660.98

STORM MH

INV. = 1658.77

RIM = 1665.76

STORM MH

INV. = 1659.08

RIM = 1666.10

STORM MH

O U

T L

T

F N

D

P V C

INV. = 1660.68

RIM = 1665.96

STORM MH

RIM = 1663.28

STORM MH

RIM = 1663.15

STORM MH

INV. = 1656.73

INV. = 1657.4

END OF PIPE

INV. = 1658.41

RIM = 1667.11

STORM MH

INV. = 1662.32

RIM = 1667.86

STORM MH

STORM MH

RIM = 1666.02

INV. = 1660.64

P V C

A L

IG

N M

E

K

STORM MH

RIM = 1663.35

INV. = 1658.37

STORM MH

INV. = 1655.84

RIM = 1661.09

P V C

A L

IG

N M

E

K

STORM MH

RIM = 1663.53

INV. = 1658.09

STORM MH

RIM = 1663.61

INV. = 1658.69

STORM MH

RIM = 1667.47

STORM MH

RIM = 1667.03

STORM MH

RIM = 1666.89

STORM MH

RIM = 1666.82

STORM MH

RIM = 1666.74

STORM MH

RIM = 1666.15

STORM MH

RIM = 1665.67

STORM MH

RIM = 1663.79

STORM MH

RIM = 1661.02

STORM MH

RIM = 1658.30

STORM MH

RIM = 1655.32

STORM MH

RIM = 1652.56

STORM MH

RIM = 1649.49

STORM MH

RIM = 1647.02

STORM MH

RIM = 1643.96

STORM MH

RIM = 1642.49

STORM MH

RIM = 1641.65

STORM MH

RIM = 1639.99

INV. =1651.34

INV. = 1653.41

INV. = 1657.86

INV. = 1658.75

INV. = 1658.27

INV. = 1659.59

STORM MH

(NO NOTES)

INV. = 1661.92

INV. = 1660.32

INV. = 1661.63

INACCESSIBLE

INV. = 1658.18

STORM MH

STORM MH

STORM MH

STORM MH

STORM MH

INV. = 1648.39

INV. = 1646.06

INV. = 1643.93

INV. = 1640.1

INV. = 1638.43

NO NOTES

INV. = 1637.83

INV. = 1634.45

STORM MH

RIM = 1638.48

INV. = 1630.46

NO NOTES

STORM MH

STORM MH

RIM = 1640.81

INV. = 1631.88

RIM = 1639.31

STORM MH

RIM = 1640.65

INV. = 1634.12

RIM = 1654.92

FILLED W/ DIRT

RIM = 1658.02

INV. = 1651.62

RIM = 1660.82

INV. = 1654.02

RIM = 1660.00

INV. = 1655.60

STORM MH

RIM = 1663.41

INV. = 1657.31

RIM = 1666.27

INV. = 1659.77

P V C

P V C

P V C

P V C

P V C

P V C

P V C

P V C

P V C

P V C

P V C

P V C

6" P

VC

P V C

P V C

P V C

P V C

P V C

END OF PIPE

END OF PIPE

END OF PIPE

END OF PIPE

END OF PIPE

END OF PIPE

END OF PIPE

END OF PIPE

END OF PIPE

END OF PIPE

END OF PIPE

END OF PIPE

END OF PIPE

END OF PIPE

END OF PIPE

END OF PIPE

END OF PIPE

END OF PIPE

END OF PIPE

END OF PIPE

END OF PIPE

END OF PIPE

END OF PIPE

END OF PIPE

END OF PIPE

END OF PIPE

END OF PIPE

INV. = 1664.1

INV. = 1660.1

INV. = 1657.3

INV. = 1658.9

H D P E

INV. = 1657.7

END OF PIPE

INV. = 1658.1

H D P E

INV. = 1655.6

INV. = 1652.0

INV. = 1649.2

END OF PIPE

INV. = 1646.3

INV. = 1643.7

INV. = 1640.8

H D P E

INV. = 1638.0

INV. = 1635.34

INV. = 1635.6

INV. = 1633.9

P V C

INV. = 1635.9

INV. = 1635.9

H D P E

INV. = 1636.9

INV. = 1640.1

INV. = 1642.9

INV. = 1645.6

INV. = 1648.4

INV. = 1651.2

INV. = 1653.9

H D P E

INV. = 1654.9

P

V C

P

V C

INV. = 1655.6

H D P E

INV. = 1654.9

INV. = 1655.6

P V C

6" P

VC

H

P

E

P E

6" HDPE

H D P E

P V C

6" H

D P E

END OF PIPE

INV. = 1664.1

END OF PIPE

INV. = 1664.1

RIM = 1666.04

S

P C

V

F L O

W

F L O

W

F L O

W

FL

OW

F L O

W

F L O

W

F L O

W

F L O

W

F L O

W

F L O

W

F L O

W

F L O

W

F L O

W

F L O

W

F L O

W

F L O

W

F L O

W

F L O

W

FLOW

F L

O W

F L

O W

F L O

W

F L O

W

F L O

W

F L O

W

F L O

W

F L O

W

F L O

W

F L O

W

F L O

W

F L O

W

F L

O W

FLO

W

FLO

W

FLOW

F L O

W

F L O

W

F L O

W

F L

O W

TIE DOWN

TIE DOWN

TIE DOWN

CONC. PAD

CONC. PAD

CONC. PAD

CONC. PAD

CONC. PAD

CONC. PAD

A L

IG

N M

E

K

V

C

END OF PIPE

INV. = 1657.3

END OF PIPE

INV. = 1657.3

CM

P

D

D

D

D

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

EE

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

D

E

E

D

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

8:22:17 AM 8/11/2020 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript

A H

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V E

O M

A H

A

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F

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C E M

A T

O C

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F

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L D P

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V F .d

VF100

U

R V

E Y C

O N

T R

O L P

L

P

A U

L

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

EXCAVATION WAS COMPLETED TO VERIFY THIS INFORMATION.

4. WATERLINE SIZE AND TYPE ARE BASED UPON G-TAB MAPS PROVIDED TO LAND SURVEYOR. NO FIELD

3. THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS.

THE OTHER CONTROL STATIONS BY DIFFERENTIAL LEVELS.

THE OPUS SOLUTION WAS USED FOR THE VERTICAL POSITION ON GAFB MON 99 AND TRANSFERRED TO

WAS ESTABLISHED ON SITE FROM AN OPUS SOLUTION ON GAFB MON 99. THE VERTICAL POSITION FROM

UTILIZING NAD83(2007) CONTROL STATIONS GAFB MON 99, GAFB 124 AND GAFB 125. VERTICAL CONTROL

PROJECT IS NAVD88 GEOID 2009 IN US SURVEY FEET. HORIZONTAL CONTROL WAS ESTABLISHED ON SITE BY

SYSTEM, NORTH ZONE (3301) NAD83(2007) IN US SURVEY FEET. THE VERTICAL CONTROL DATUM FOR THIS

2. THE HORIZONTAL CONTROL DATUM FOR THIS PROJECT IS NORTH DAKOTA STATE PLANE COORDINATE

LOCATED THE UNDERGROUND UTILITIES.

LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY

UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE

LOCATES AND EXISTING DRAWINGS (G-TAB) . THE SURVEYOR DOES NOT WARRANT THAT THE UNDERGROUND

1. THE UNDERGROUND UTILITIES HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION, UTILITY FIELD

NOTES:

RUNWAY TOPO & UTILITY MAPPING

POINT # NORTHING EASTING ELEVATION DESCRIPTION

1 515340.595 1769389.47 1627.58 GAFB MON 99

2 513129.338 1766334.39 1632.64 GAFB MON 124

3 522068.014 1753916.54 1668.17 GAFB MON 125

4 515728.56 1761410.74 1648.88 GAFB MON. EA CP-4

101 515187.087 1763133.42 1645.02

102 517436.216 1760008.76 1655.59

103 519685.407 1756884.13 1664.92

C-1 @ RNWY. STA. 47+50.27 - 50' LT.

C-2 @ RNWY. STA. 86+00.21 - 50' LT.

C-3 @ RNWY. STA. 124+50.17 - 50' LT.

LEGEND

CHAIN LINK FENCE

SANITARY SEWER LINESSx

UNDERGROUND ELECTRIC LINEEx

OVERHEAD ELECTRIC LINE

WATER LINEWx

Ex

GAS LINEGx

UNDERGROUND COMMUNICATIONSCx

STORM WATER LINESDx

REINFORCED CONCRETE PIPE

POLYVINYL CHLORIDE FLEX

CORRUGATED PLASTIC PIPE

DUCTILE IRON PIPE

FLOW LINE

RCP

PVC

HDPE

DIP

F/L

BENCHMARKBM

MANHOLEM.H.

UNDERGROUND CABLE TELEVISION LINE

CABLE TV

DECIDUOUS TREEDECID.

CONIFEROUS TREECONIF.

ASBESTOS CONCRETE PIPEAC

CAST IRON PIPECI

SANITARY M.H.

LEGEND

S

DECIDUOUS TREE

SPOT ELEVATION

FLOW

FLOW ARROW LEFT

FLOW

FLOW ARROW RIGHT

CONTROL MONUMENT

POWER POLE

G

MW

D

C

X J

X

W

G

CB

5860.8

CONIFEROUS TREE

STORM M.H.

COMMUNICATION JCT. BOX

GAS VALVE

GAS METER

LIGHT POLE

CATCH BASIN

MONITORING WELL

BUSH

FIRE HYDRANT

WATER VALVE

TRAFFIC SIGN

PEDESTAL/JCT. BOX

CO SANITARY CLEANOUT

W WATER METER

GAFB MON 125

C-2

C-3

GAFB MON. 124

GAFB MON. EA CP-4

GAFB MON. 99

C-1

1665 1665

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CONCRETE CONCRETE

ASPHALT

ASPHALT

CONCRETE

CONCRETE

G R

AVEL

A S

P H

A L T

A S

P H

A L T

C O

N C R

ETE

ASPHALT

ASPHALT

CONCRETE

IN

V.

.2

R

IM

.1

STO

IN

V.

.7

STO

R

IM

.4

STO

TE

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R

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.9

1IN

V.

.8

R

IM

.4

STO

IN

V.

.2

R

IM

.9

STO

IN

V.

.7

R

IM

.7

STO

IN

V.

.0

R

IM

.1

STO

O U

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D

C

IN

V.

.6

R

IM

.9

STO

R

IM

.2

STO

R

IM

.1

STO

IN

V.

.7

IN

V.

.4

EN

P

IP

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IN

V.

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R

IM

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IN

V.

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R

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.8

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R

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IN

V.

.6

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.3

IN

V.

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STO

IN

V.

.8

R

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STO

R

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IN

V.

.0

STO

R

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.6

IN

V.

.6

STO

R

IM

.4

STO

R

IM

.0

STO

R

IM

.8

STO

R

IM

.8

STO

R

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.7

STO

R

IM

.1

STO

R

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.6

STO

R

IM

.7

STO

R

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.0

STO

R

IM

.3

IN

V.

.3

IN

V.

.4

IN

V.

.8

IN

V.

.7

IN

V.

.2

IN

V.

.5

STO

(N

TE

S)

IN

V.

.9

IN

V.

.3

IN

V.

.6

IN

AC

C

ES

SI

B

LE

IN

V.

.1

STO

STO

STO

STO

R

IM

.0

IN

V.

.6

R

IM

.8

IN

V.

.0

R

IM

.0

IN

V.

.6

STO

R

IM

.4

IN

V.

.3

R

IM

.2

IN

V.

.7

C

C

C

C

C6

C

C

C

C

P V C

C

P

IP

E EN

P

IP

E

P

IP

E

P

IP

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IP

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.6

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.9

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.9

C

C

IN

V.

.6

P E

IN

V.

.9

IN

V.

.6

C

6" PVC

P E

6" H

DPE

6"

P E

P E

C

6" HDPE

P

IP

E

IN

V.

.1

P

IP

E

IN

V.

.1

R

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.0

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