DRAWINGS-W9128F-16-R-0015-Mass-Parking-Apron-Repair-Sec-1-Minot.pdf

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JUNE 2016

OMAHA DISTRICT

REPAIR MASS PARKING APRON

SECTION 1

MINOT AFB, ND

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US Army Corps of Engineers

SOLICITATION NO. W9128F-16-R-0015

MIB2G-001.dwg

MIB2G-002.dwg

MIB2B-101.dwg

MIB2B-301.dwg

MIB2C-001.dwg

MIB2C-002.dwg

MIB2C-003.dwg

MIB2C-004.dwg

MIB2VF101.dwg

MIB2VF102.dwg

MIB2CD101.dwg

MIB2CD102.dwg

MIB2CD201.dwg

MIB2CP101.dwg

MIB2CP102.dwg

MIB2CP103.dwg

MIB2CP201.dwg

MIB2CP401.dwg

MIB2CP402.dwg

MIB2CP501.dwg

MIB2CP502.dwg

MIB2CP503.dwg

MIB2CP701.dwg

MIB2CP702.dwg

MIB2CP801.dwg

MIB2CP802.dwg

MIB2CG101.dwg

MIB2CG102.dwg

MIB2CG301.dwg

MIB2CG302.dwg

MIB2CG401.dwg

MIB2CG402.dwg

MIB2CG501.dwg

MIB2CG502.dwg

MIB2CG503.dwg

MIB2CG601.dwg

MIB2CG701.dwg

MIB2CG702.dwg

MIB2CG703.dwg

MIB2CG704.dwg

MIB2ED101.dwg

MIB2ER101.dwg

MIB2ES101.dwg

G-002

B-101

B-301

C-001

C-002

C-003

C-004

VF101

VF102

CD101

CD102

CD201

CP101

CP102

CP103

CP201

CP401

CP402

CP501

CP502

CP503

CP701

CP702

CP801

CP802

CG101

CG102

CG301

CG302

CG401

CG402

CG501

CG502

CG503

CG601

CG701

CG702

CG703

CG704

ED101

ER101

ES101

COVER

INDEX

PAVEMENT CORING LOCATION PLAN

PAVEMENT CORING LOGS

PROJECT LOCATION PLAN - SHEET 1 OF 2

PROJECT LOCATION PLAN - SHEET 2 OF 2

LOW PROFILE BARRICADE DETAILS

TOPOGRAPHIC SURVEY INFORMATION PLAN

EXISTING CONDITIONS PLAN - AREA A

EXISTING CONDITIONS PLAN - AREA B

PAVEMENT REMOVAL PLAN - AREA A

PAVEMENT REMOVAL PLAN - AREA B

PAVEMENT REMOVAL SECTIONS

PAVING PLAN - AREA A

PAVING PLAN - AREA B

GEOMETRIC PLAN

REPLACEMENT PAVEMENT SECTIONS

JOINT LAYOUT PLAN - AREA A

JOINT LAYOUT PLAN - AREA B

JOINT DETAILS

JOINT SEALANT DETAILS

REINFORCEMENT DETAILS

PAVEMENT MARKING PLAN - AREA A

PAVEMENT MARKING PLAN - AREA B

PAVEMENT MARKING DETAILS - SHEET 1 OF 2

PAVEMENT MARKING DETAILS - SHEET 2 OF 2

GRADING PLAN - AREA A

GRADING PLAN - AREA B

SPOT ELEVATION PLAN - AREA A

SPOT ELEVATION PLAN - AREA B

DRAINAGE PLAN - AREA A

DRAINAGE PLAN - AREA B

TAXIWAY GOLF & STORM DRAIN LINE A PROFILES

SUBDRAIN LINE A, B & C PROFILES

SUBDRAIN LINE D & TAXIWAY EDGE LIGHT SUBDRAIN PROFILES

STORM DRAIN & SUBDRAIN SCHEDULES

HEAVY-DUTY MANHOLE DETAILS

MANHOLE DETAILS

AREA INLET DETAILS

SUBDRAIN & MISCELLANEOUS DETAILS

ELECTRICAL DETAILS

ELECTRICAL DEMOLITION PLAN - AREA A

ELECTRICAL SITE PLAN - AREA A

MIB2ER102.dwg ER102 ELECTRICAL DEMOLITION PLAN - AREA B

MIB2ES102.dwg ES102 ELECTRICAL SITE PLAN - AREA B

MIB2ED102.dwg ED102 TYPICAL BLS INSTALLATION DETAILS

MIB2ED103.dwg ED103 ELECTRICAL DETAILS

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IDENTIFICATION

SHEET

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®of Engineers

US Army Corps

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:1

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W F -1

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X

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D

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M A

H

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E P

A

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S P

A R

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IN

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INDEX

DESIGN FILE FILE NUMBER SHEET NO. DESCRIPTION

GEOTECHNICAL (SITE)

ELECTRICAL (SITE)

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E

E

E

E

E

F

T

O R

E

MW

T

T

E

E

E

1643.919

T

E

E

E

E

E

E

E

E

E

E

E

E

E

1643.621

E

E

E

E

T

1643.764

E

E

E

E

1643.884

E

E

1644.016

E

C

M M

.7

.7

E

.5

E

.1

O

M

C O

M

E

E

E E

C O

M

F

F

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MW

MW

F

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F

F

F

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E

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E

E

E

E

E

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E

E

E

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A N

E

E

E

E

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E

E

E

E

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E

E

E

E

E

E

E

E

E

E

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PA

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IDENTIFICATION

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®of Engineers

US Army Corps

/2

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B-101

P

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F -1

-R -0

G R

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SCALE: 1" = 200' - 0"

PAVEMENT CORING LOCATION AND DESIGNATION

LEGEND:

400'0 200'

MI15-10

MI15-04

MI15-03

MI15-09

MI15-01

MI15-08

MI15-02

MI15-06

MI15-05

MI15-11

MI15-07

MI15-09

PAVEMENT CORING LOGS.

AS SHOWN ON THE PAVEMENT REMOVAL PLAN. SEE SHEET B-301 FOR

PAVEMENT CORES WERE TAKEN TO CONFIRM PAVEMENT THICKNESS

NOTE:

T A

X

IW

A Y G

O L F

T A

X

IW

A Y K

IL

O

TAXIW

AY EC

H O

M

ASS PAR

KIN

G

APR

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IC

IT

A T

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N N

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F

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E N

A M

E

D W

N B

Y

C K

D B

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D E

S

IG

N E

D B

Y

D E

S C

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IP

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N

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2 3

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4 5

A

B

M A

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A P

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D A

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F

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IDENTIFICATION

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®of Engineers

US Army Corps of Engineers

US Army Corps

CONCRETE

12.8

M

MI15-01

APR. 26, 2015

D E

P T

H I

N F

E E

T

1. THE DESCRIPTIONS AT THE RIGHT OF THE LOGS ARE THE RESULTS OF

LABORATORY DATA. SEE "M" ON THE CONDENSED LOG OF CORINGS FOR

LABORATORY DETERMINATION OF MOISTURE CONTENTS FOR THE SOIL.

LABORATORY CLASSIFICATIONS ARE IN ACCORDANCE WITH ASTM D 2487.

CORING NUMBER

NATURAL MOISTURE CONTENT IN PERCENTM

CORING LEGEND CORING NOTES

MI15-11

DATE CORING COMPLETEDAPR. 26, 2015

2. SEE SHEET B-101 FOR PAVEMENT CORING LOCATION PLAN.

CONCRETE, 18.6 INCHES THICK

SP-SM

sand, 26% fine gravel, 4% coarse gravel 5% fines, 7% fine sand, 40% medium sand, 18% coarse SAND WITH SILT AND GRAVEL, dark yellowish brown, CONCRETE

10.2

M

MI15-02

APR. 26, 2015

SP-SC

sand, 21% fine gravel, 13% coarse gravel 7% fines, 7% fine sand, 37% medium sand, 15% coarse SAND WITH CLAY AND GRAVEL, dark greenish gray, CONCRETE, 15 INCHES THICK CONCRETE

10.6

M

MI15-03

APR. 26, 2015

CONCRETE, 15.36 INCHES THICK

CONCRETE

4.4

M

MI15-04

APR. 26, 2015

CONCRETE, 18.12 INCHES THICK

GP

25% fine gravel, 47% coarse gravel 5% fine sand, 13% medium sand, 6% coarse sand, GRAVEL WITH SAND, dark yellowish brown, 4% fines, CONCRETE

8.6

M

MI15-05

APR. 26, 2015

CONCRETE, 15.12 INCHES THICK CONCRETE

8.8

M

MI15-06

APR. 26, 2015

CONCRETE, 14.88 INCHES THICK

D E

P T

H I

N F

E E

T

D E

P T

H I

N F

E E

T

D E

P T

H I

N F

E E

T

CONCRETE

11.1

M

MI15-07

APR. 26, 2015

CONCRETE, 15.24 INCHES THICK

SP-SM

sand, 25% fine gravel, 7% coarse gravel 6% fines, 14% fine sand, 35% medium sand, 13% coarse SAND WITH SILT AND GRAVEL, dark yellowish brown, ASPHALT

8.4

M

MI15-08

APR. 26, 2015

GP

gravel, 16% coarse gravel sand, 11% medium sand, 14% coarse sand, 52% fine GRAVEL WITH SAND, very dark gray, 3% fines, 4% fine

ASPHALT

10.1

M

MI15-09

APR. 26, 2015

ASPHALT, 2.64 INCHES THICK0

D E

P T

H I

N F

E E

T

D E

P T

H I

N F

E E

T

ASPHALT

8.1

M

MI15-10

APR. 26, 2015

ASPHALT, 3.84 INCHES THICK

GP

31% coarse gravel 13% medium sand, 10% coarse sand, 41% fine gravel, GRAVEL WITH SAND, dark gray, 2% fines, 3% fine sand, ASPHALT

9.0

M

MI15-11

APR. 26, 2015

ASPHALT, 2.88 INCHES THICK0

D E

P T

H I

N F

E E

T

D E

P T

H I

N F

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T

ASPHALT, 2.76 INCHES THICK

some fines, trace coarse gravel medium sand, fine gravel, coarse sand, some fine sand, SAND WITH SILT AND GRAVEL, dark yellowish brown, SP-SM some fines, trace coarse gravel medium sand, fine gravel, coarse sand, some fine sand, SAND WITH SILT AND GRAVEL, dark yellowish brown, SP-SM SP-SM some fines, trace coarse gravel medium sand, fine gravel, coarse sand, some fine sand, SAND WITH SILT AND GRAVEL, dark yellowish brown, trace fines, trace fine sand coarse gravel, some coarse sand, some medium sand, GRAVEL WITH SAND, very dark gray, fine gravel, GP

GP

fine gravel, medium sand, coarse sand, fine sand, fines GRAVEL WITH SAND, dark yellowish brown, coarse gravel, % fines PERCENT OF SOIL BY DRY WEIGHT PASSING THE NO. 200 SIEVE

DRAINAGE LAYER OR DRAINAGE LAYER COMPACTION REQUIREMENTS.

COMPACTION REQUIREMENTS. REVERECE SPECFICATION 32 11 10

REFERENCE SPECIFICATION 31 00 00 EARTHWORK FOR SUBGRADE

COMPACTION OF SUBGRADE AND OR BASE COURSE MATERIALS.

MAY REQUIRE DRYING OR MODIFICATION TO ACHIEVE REQUIRED

ENCOUNDERED UNDER PAVEMENTS. HIGH MOISTURE CONTENT SOILS

3. SUBGRADE MOISTURE CONTENTS GREATER THAN 25% MAY BE

/2

/2

B-301

V E

M E

N T C

O R

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O T A

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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

193-3

193-14

193-6

193-1

193-2

193-5

193-15

193-11.

BAK-12

2114-2

2114-1

A I.

P

BUD EBERT

PARK

0 9

3 105

101103

112 117

119121

104102

103101

135137139141

144146148150

10972064

6 1978

0 4

5 2003

116114

158156

136 134 132

114 116

55535

120 118 116

112 110

111 109

8 192

145132

111 109

108 106

148146

137135

140138

196 198

106 108

126101

5 116

2327 25

121416

981 983 985 987 989

988986

GPN

123 125

112 114 116

3 104

S O

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IDENTIFICATION

SHEET

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®of Engineers

US Army Corps of Engineers

US Army Corps

CORPS OF ENGINEERS

AIRFIELD OPERATIONS

MAGIC CITY GATE

/2

/2

C-001

O J E

C T L

O C

A T

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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 MINOT AFB.

THE HAUL ROUTE IS A MAIN ACCESS POINT FOR MINOT AFB 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

GENERAL CONSTRUCTION NOTES:

PROFILE BARRICADES.

THROUGH THE CONTRACTING OFFICER THE EXACT LOCATION OF ALL LOW

5. CONTACTOR SHALL COORDINATE WITH MINOT AFB AIRFIELD MANAGER

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

6. POWER IS AVAILABLE FOR CONTRACTOR USE AT THE LOCATION

ROADS, AS REQUIRED.

CONTRACTOR SHALL JACK-AND-BORE WATER LINE UNDER ANY EXISTING

HYDRANT WITH MINOT AFB THROUGH THE CONTRACTING OFFICER.

BATCH PLANT SITE. CONTRACTOR SHALL COORDINATE ACCESS TO FIRE

PROVIDE HIS OWN CONNECTION AND MEANS OF CONVEYING WATER TO THE

MINOT AFB BASE CIVIL ENGINEERING OFFICE. THE CONTRACTOR SHALL

MEASURE THE WATER CONSUMPTION AND REPORT THE WATER USAGE TO

WATER METER DOWNSTREAM OF THE EXISTING FIRE HYDRANT TO

AT NO EXPENSE TO THE CONTRACTOR. THE CONTRACTOR SHALL INSTALL A

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

OF TOPSOIL AND ALL DISTURBED AREAS SHALL BE SEEDED.

ITS ORIGINAL PRE-CONSTRUCTION CONDITION, TOPSOILED WITH FOUR INCHES

PROJECT AND THE STAGING/STORAGE AREA / BATCH PLANT AREA RETURNED TO

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.

9. 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

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

EXTENDED HOURS OF GATE ACCESS THROUGH THE CONTRACTING OFFICER.

THIS SHEET. FOURTEEN DAYS IN ADVANCE THE CONTRACTOR MAY REQUEST

THE CONTRACTOR SHALL USE THE ALTERNATE HAUL ROUTE AS SHOWN ON

WEEK FROM 6:00 AM UNTIL 10:00 PM. WHEN UTILIZING THE MAGIC CITY GATE,

WHICH WILL BE MANNED BY GOVERNMENT SECURITY FORCES 7 DAYS A

PM. AFTER HOURS, THE CONTRACTOR MAY USE THE MAGIC CITY GATE

BY GOVERNMENT SECURITY FORCES 5 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

11. ALL CONTRACTOR VEHICLES AND EQUIPMENT SHALL BE INSPECTED BY

STAGING/STORAGE/BATCH PLANT AREA.

LOCKING GATE AROUND THE ENTIRE PERIMETER OF THE CONTRACTOR

12. 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

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

AND USACE TO THE USACE STATING THAT THE ROAD HAS BEEN ACCEPTED.

ROAD RELEASE SIGNED BY THE ENTITY IN CHARGE OF THE ROAD, CONTRACTOR

THAT MAY REQUIRE MAJOR REPAIRS. CONTRACTOR SHALL PROVIDE A HAUL

PRIOR TO FINAL HAUL ROAD INSPECTION FOR PURPOSE OF DISCUSSING AREAS

CONTRACTOR AND USACE. THE CONTRACTOR MAY SCHEDULE AN INSPECTION

INSPECTION SHALL TAKE PLACE WITH THE ENTITY IN CHARGE OF THE ROAD,

HAUL ROADS HAVE BEEN RESTORED TO ORIGINAL OR BETTER CONDITION, AN

WHILE WORKING ON PROJECT. UPON COMPLETION OF PROJECT AND AFTER THE

SUBMITTED TO THE USACE. THE CONTRACTOR SHALL MAINTAIN ALL ROADS

DETAILED REPORT AND EITHER VIDEO RECORDED OR PHOTOGRAPHED AND

AND USACE. INSPECTION WILL BE DOCUMENTED BY THE CONTRACTOR WITH

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

8. 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

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

MINOT GATE EXIT

MINOT GATE

ALERT AVENUE

ALERT AVENUE

DISPLACED THRESHOLD

ALPHA HAMMERHEAD

(M

PA)

M

ASS PAR

KIN

G

APR

O N

R U

N W

AY 12/30

TAXIW

AY C

H

AR

LIE

TAXIW

AY BR

AVO

TAXIWAY JULIET

TAXIW

AY LIM

A

H

AM

M

ER

H

EAD

ALPH

A

TAXIW

AY A &

HAMMERHEAD

& DELTA

TAXIWAY D

HIGHWAY 83

TACAN

LEGEND:

CONTRACTOR HAUL ROUTE

BY OTHERS

CONCURRENT CONSTRUCTION

T O M

IN

O

T

N D

LO

C

ATIO

N

- SEE N

O

TE 5

BAR

R

IC

AD

ES AT TH

IS

IN

STALL LO

W

PR

O

FILE

ALERT APRON

6, 7, 9 AND 12

BATCH PLANT AREA - SEE NOTES

CONTRACTOR STAGING/STORAGE/

TAXIW

AY EC

H O

TAXIW

AY EC

H O

DURING THE REPAIR MASS PARKING APRON SECTION 1 PROJECT.

15. THE, ALPHA HAMMERHEAD WILL BE UNDER CONSTRUCTION CONCURRENTLY

S U

M M

IT

D

R

IV

E

MISSILE

BO

M

BER

BLVDRUNWAY 30 END

PROJECT LOCATION - SEE SHEET C-002

BY O

TH

ER

S

C O

N

STR

U C

TIO

N

C O

N C

U R R

EN

T

RUNWAY 12 END

SEE NOTE 6

POWER SUPPLY

SEE NOTE 7

HYDRANT

FIRE

BO

M

BER

BLVD

200'

TAXIW

AY G

O

LF

TAXIW

AY KILO

M

IN

U T E

M A

N D

R

IV

E

NN

SCALE: 1" = 1000' - 0"

0 2000'1000'

AVENUE

ALTERNATE CONTRACTOR HAUL ROUTE

MILLED ASPHALT DISPOSAL AREA

DISPOSAL AREA

MILLED ASPHALT

T O

GG

S

(NEW FENCE) (NEW FENCE)

(NEW FENCE)

(OLD FENCE REMOVED)

(OLD FENCE REMOVED)

S

O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

A

B

KEY PLAN

SCALE: 1" = 400'-0"

NN

.0

P I

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

13+00.00

PI 13+00

12+00

11+00

10+00

T A

X

IW

A Y G

O L F

MASS PARKING APRON

T A X

IW

A Y K

ILO

NOSE DOCK APRON

FLIGHT LINE DRIVE

DRIVE

FLIGHT LINE

THE TAXIWAY ECHO CENTERLINE

SHALL BE LOCATED 145' FROM

LOW PROFILE BARRICADES

THE TAXIWAY ECHO CENTERLINE

SHALL BE LOCATED 145' FROM

LOW PROFILE BARRICADES

(T

Y P

(T

Y P

AREA MARKING (TYP.) - SEE NOTE 3

NEW TEMPROARY RED RESTRICTED

AREA WARNING SIGN (TYP.) - SEE NOTE 3

NEW TEMPORARY RESTRICTED

THE ENTIRE WIDTH OF THE MPA

BE LOCATED AT STA. 4+50 AND SPAN

LOW PROFILE BARRICADES SHALL

AREA MARKING (TYP.) - SEE NOTE 3

NEW TEMPROARY RED RESTRICTED

(BLS) LOCATION

BURIED LINE SENSOR

MASS PARKING APRON

/2

/2

C-002

O J E

C T L

O C

A T

IO

N P

L A

N

W F -1

-C -0

F -1

-R -0

S H

E E

T O

G R

E P

A

IR

M

A S

S P

A R

K

IN

G A

P R

G

O M

A H

A D

IS

T R

IC

T S

E C

T

IO

O T A

F B

N D

Q J

V F

-0

O M

A H

A

N E

B R

A S

V F

-0

M

IB

C -0

.d w g

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

/2

/2

A N

S

120'0 60'

SCALE: 1" = 60' - 0"

LEGEND:

NOTES:

SHALL BE REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE.

THAT WERE MARRED OR REMOVED BY THE CONTRACTORS OPERATIONS

RESTRICTED AREA MARKINGS. ANY PERMANENT PAVEMENT MARKINGS

COMPLETION, THE CONTRACTOR SHALL REMOVE THE TEMPORARY

MANAGER AND THE SECURITY FORCES. IMMEDIATELY AFTER PROJECT

LOCATION OF THE LINE SHALL BE COORDINATED WITH THE AIRFIELD

ESTABLISH THE NEW TEMPORARY RESTRICTED AREA LINE. THE EXACT

3. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL

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

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

LOW PROFILE BARRICADES - SEE NOTE 2

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

NO SCALE

M A

X

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

EFFECTIVE INTENSITY AND FLASH AT A RATE OF 55 TO 160 FLASHES PER MINUTE.

4. FLASHING LIGHTS SHALL BE RED OR AMBER AND SHALL HAVE AT LEAST 5 CANDELAS

INTERVALS AT LOCATIONS INDICATED.

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

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

2. BARRICADES SHALL COMPLY WITH THE REQUIREMENTS OF FAA ADVISORY

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

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

AREA

CONSTRUCTION

NO SCALE

C

E N

T E

R T

O C

E N

T E

R

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

E

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

10"

/2

/2

C-003

W P

R O

F

IL

E B

A R

R

IC

A D

E D

E T

A

IL

S

W F -1

-C -0

F -1

-R -0

G R

E P

A

IR

M

A S

S P

A R

K

IN

G A

P R

G

O M

A H

A D

IS

T R

IC

T S

E C

T

IO

O T A

F B

N D

Q J

V F

-0

O M

A H

A

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B R

A S

V F

-0

M

IB

C -0

.d w g

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

/2

/2

A N

S

E

E

E

E

E

F

E

T

T

E

E

E

1643.919

T

E

E

E

E

E

E

E

E

E

E

E

E

E

1643.621

E

E

E

E

T

1643.764

E

E

E

E

1643.884

E

E

1644.016

E

M M

.7

.7

E

.5

E

.1

O

M

C O

M

E

E

E E

C O

M

F

F

F

F

F

F

F

F

F

F

F F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

E

E

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

F

F

F

F

F

F

F

F

F

F

F

F

F

MW

MW

F

F

F

F

F

FINISHED FLOOR EL.= 1648.522

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

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

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E

E

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E

E

E

E

E

E

E

E

E

E

E

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E

E

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E

E

E

E

E

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E

E

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E

E

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E

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E

E

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E

E

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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

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

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E

E

E

E

E

E

E

E

E

E

E

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E

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E

E

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E

E

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E

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E

E

E

E

E

E

E

E

E

E

E

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(N

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(NEW F

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(N

EW

FEN

C E)

(N

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FEN

C E)

(N

EW

FEN

C E)

(N

EW

FEN

C E)

(N

EW

FEN

C E)

(N

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FEN

C E)

(N

EW

FEN

C E)

(N

EW

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C E)

(N

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(N

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PA

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D A

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M A

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D E

S C

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IP

T

IO

N

C O

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R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

/2

/2

C-004

P O

G R

A P

H

IC

S

U R

V E

Y I

N F

O R

M A

T

IO

N P

L A

N

W F -1

-C -0

F -1

-R -0

G R

E P

A

IR

M

A S

S P

A R

K

IN

G A

P R

G

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A H

A D

IS

T R

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T

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P S O

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IN

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/2

/2

A N

S

SCALE: 1" = 200' - 0"

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

GENERAL NOTES

IH15-17 C 518396.551 1761216.355 1651.126 ALUMINUM CAP ON REBAR

IH15-17 B 517726.970 1762134.858 1648.150 ALUMINUM CAP ON REBAR

IH15-17 A 518359.231 1762615.759 1648.179 ALUMINUM CAP ON REBAR

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

NAME NORTHING EASTING ELEVATION DESCRIPTION

CONTROL DATA

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: 0.9998029855)

CONTOUR INTERVAL IS 1 US SURVEY FOOT.4)

FIELD SURVEY DATE: MAY 2015.

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

CO

F

E

C O

M M

S

T

G

E

COMM

G

STATIC GROUND CONNECTION

TAXIWAY GUIDANCE SIGN

TAXIWAY LIGHT

GAS REGULATOR

COMM VAULT

WATER VALVE

FUEL HYDRANT

PAD MOUNTED TRANSFORMER

TELEPHONE / COMM PEDISTAL

SIGN

E

COM

TAXIWAY END LIGHT

GUY ANCHOR

GPS MONUMENT

ELECTRICAL VAULT

COMMUNICATION VAULT

FIRE HYDRANT

ELECTRICAL DEVICE

ELECTRICAL PEDISTAL

FLOW INDICATOR VALVE

CLEAN OUT

SYMBOLS LEGEND

BORE HOLE LOCATION

SHRUB

POWER POLE

LIGHT POLE

MONITORING WELL

STORM MANHOLE

SANITARY MANHOLE

COMM MANHOLE

LIGHT TOWER

GRATED CURB INLET

CULVERT PIPE

DITCH CENTERLINE

FENCE

UNDERGROUND COMM LINE

TAXIWAY CENTERLINE

UNDERGROUND ELECTRICAL

UNDERGROUND STORM DRAIN

JET PETROLEUM

LINESTYLES LEGEND

400'0 200'

IH 15-17A

IH 15-17C

IH 15-17B

E E

E

S

E

E

S

E

C O

M

F

E

E

G

F

S

E

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IN

V=

.9 S

FT

E

E

E

IN

V=

.9 S

FT

E

E

E

IN

V=

.9 S

FT

E

E

E

IN

V=

.9 S

FT

E

E

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IN

V=

.9 S

FT

E

E

E

IN

V=

.9 S

FT

E

E

E

IN

V=

.9 S

FT

(54" RCP)

(54

" R

CP)

(54 " R

CP)

(54 " R

CP)

BO

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IN

VER

T=

3.

IN

VER

T O

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4.

IN

VER

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D E

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D B

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P L

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C A

L E

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D A

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M A

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IP

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N

C O

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R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

A

B

KEY PLAN

SCALE: 1" = 400'-0"

NN

T A

X

IW

A Y G

O L F

T A X

IW

A Y K

ILO

MASS PARKING APRON

/2

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VF101

IS

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IN

G C

O N

D

IT

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W F -1

-C -0

F -1

-R -0

A R

E

G R

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A

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P R

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O M

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IC

T S

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O T A

F B

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Q J

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-0

O M

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A

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MATCHLINE - AREA B

SCALE: 1" = 30' - 0"

60'0 30'

.2

.1

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G

.9

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.1

.6

.2

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.8

E

S

.3

.7

.2

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.8

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.7

.8

.4

IN

VER

T

.4

IN

C

O N C

.8

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.7

.2

.2

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.2

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.6

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IN

VER

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.6

IN

P

VC

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.9

.5

.9

S

.9

.0

.7

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.8

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.8

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IN

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C P

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.8

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F

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IN

V=

.9 S

FT

IN

V=

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V=

.9 S

FT

IN

V=

.9 S

FT

IN

V=

.9 S

FT

IN

V=

.9 S

FT

IN

V=

.9 S

FT

(NEW FENCE)

(OLD FENCE REMOVED)

1640 1640

164516

IN

VER

T

.7

BO

X

IN

VER

T=

5.

S

O

L

IC

IT

A T

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F

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C O

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IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

A

B

KEY PLAN

SCALE: 1" = 400'-0"

NN

MASS PARKING APRON

NOSE DOCK APRON

FLIGHT LINE DRIVE

FLIGHT LINE DRIVE

/2

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VF102

IS

T

IN

G C

O N

D

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-C -0

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A R

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G R

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A

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M

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S P

A R

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IN

G A

P R

G

O M

A H

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MATCHLINE - AREA A

SCALE: 1" = 30' - 0"

60'0 30'

E

S

E

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E

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F

E

E

G

F

S

E

E

IN

V=

.9 S

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E

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IN

V=

.9 S

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E

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V=

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E

E

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V=

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FT

E

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IN

V=

.9 S

FT

E

E

E

IN

V=

.9 S

FT

E

E

E

IN

V=

.9 S

FT

(54" RCP)

(54

" R

CP)

(54 " R

CP)

(54 " R

CP)

BO

X

IN

VER

T=

3.

IN

VER

T O

U T " P

VC

4.

IN

VER

T

IN

7.

TO

P

ELE

VATI

O N

IN

VER

T

.4

S

O

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A

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M A

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A P

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O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

A

B

KEY PLAN

SCALE: 1" = 400'-0"

NN

.0

P I

1+00

1+50

2+00

2+50

3+00

3+50

4+00

4+50

5+00

5+50

6+00

6+50

A

C D

C D

C D

.7

48.5'

.5

.3

50'

SEE NOTE 1

SEE NOTE 1

SEE NOTE 11

SEE NOTE 3

SEE NOTE 3

SEE NOTE 3

SEE NOTE 2

T A

X

IW

A Y G

O L F

T A X

IW

A Y K

ILO

MASS PARKING APRON

EXISTING BLAST DEFLECTOR TO REMAIN

MARKING TO REMAIN (TYP.)

EXISTING PAVEMENT

MARKING TO REMAIN (TYP.)

EXISTING PAVEMENT

.5

B

CD201CD101

B

CD201CD101

SEE NOTE 3

SEE NOTE 3

N 517,025.29

E 1,763,196.19 N 516,981.48

E 1,763,257.04

SEE NOTE 10

EXISTING MPA BLS 7 @ 25' = 175'21.5'

73'

6 @ 18.75' = 112.5'

.6

W

W

W

W

W

W

W

W

W

W

W

WW

WWW

W W W

WWWWW

WWWW

W W W W

W W

TO REMAIN

MANHOLE

EX. SUBDRAIN

TO REMAIN

MANHOLE

EX. SUBDRAIN

TO REMAIN

MANHOLE

EX. SUBDRAIN

MARKING TO REMAIN (TYP.)

EXISTING PAVEMENT

S E

E N

O T

/2

/2

CD101

V E

M E

N T R

E M

O V

A L P

L A

N

W F -1

-C -0

F -1

-R -0

A R

E

G R

E P

A

IR

M

A S

S P

A R

K

IN

G A

P R

G

O M

A H

A D

IS

T R

IC

T S

E C

T

IO

O T A

F B

N D

Q J

V F

-0

O M

A H

A

N E

B R

A S

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M

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U .S

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P S O

F E

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IN

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/2

/2

A N

S

LEGEND:

NN

SCALE: 1" = 30' - 0"

60'0 30'

3" ACC TO BE REMOVED

18" PCC TO BE REMOVED

TO BE REMOVED

16" - 18" PCC TRANSITION

TO BE REMOVED

15" - 16" PCC TRANSITION

15" PCC TO BE REMOVED

TO BE REMOVED

PAVEMENT MARKINGS

5" ACC TO BE REMOVED

NOTES:

CONSTRUCT AGAINST.

REMAIN IN ORDER TO PROVIDE A SMOOTH, VERTICAL CONCRETE FACE TO

DEPTH VERTICAL SAWCUT 3-INCHES INTO THE EXISTING SLABS THAT ARE TO

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

PRIOR TO THE OUTAGE.

REQUESTED OUTAGES TO THE CONTRACTING OFFICER FOR APPROVAL 30 DAYS

MINIMIZED. THE CONTRACTOR SHALL SUBMIT A COORDINATION PLAN WITH

POWER TO AREAS ADJACENT TO THE AFFECTED CONSTRUCTION AREAS IS

10. WORK AND OUTAGES SHALL BE COORDINATED SO THAT LOSS OF ELECTRICAL

TO BEGINNING ANY PAVEMENT DEMOLITION.

9. THE CONTRACTOR SHALL REMOVE THE RAMP SECURITY SENSOR CABLE PRIOR

EXISTING LOCATIONS SHOWN ON SHEETS CP701 & CP702.

MARKINGS, INCLUDING RESTRICTED AREA SIGNS LOCATIONS, SHALL MATCH

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

THE CONTRACTOR AT HIS OWN EXPENSE.

CONTRACTOR'S OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY

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

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

DEFORMED BARS.

LABELED WITH A "W" ON THE PLAN VIEW ARE REINFORCED WITH 0.05% STEEL

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

5. SEE SHEETS ED101 & ED102 FOR THE ELECTRICAL DEMOLITION SHEETS.

REPLACEMENT SECTIONS, RESPECTIVELY.

4. SEE SHEETS CD201 AND SHEET CP201 FOR PAVEMENT REMOVAL AND PAVMENT

VERTICAL SAWCUT.

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

A SMOOTH, VERTICAL CONCRETE FACE TO CONSTRUCT AGAINST.

POINTS PROVIDED IN THE EXISTING SLAB THAT IS TO REMAIN IN ORDER TO PROVIDE

DEPTH VERTICAL SAWCUT WITH A STRAIGHT LINE BETWEEN THE COORDINATE

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

VERTICAL SAWCUT. SEE SHEET CD201 FOR DOUBLE SAWCUT DETAIL.

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

W WITH 0.05% STEEL

ENIRE PANEL REINFORCED

E

S

VER

T

.4

IN

C

O N C

.7

IN

VER

T

.6

IN

P

VC

S

.7

.5

IN

R

C P

.1

G

F

F

IN

V=

.9 S

FT

IN

V=

.9 S

FT

IN

V=

.9 S

FT

IN

V=

.9 S

FT

IN

V=

.9 S

FT

IN

V=

.9 S

FT

IN

V=

.9 S

FT

(NEW FENCE)

(OLD FENCE REMOVED)

IN

VER

T

.7

BO

X

IN

VER

T=

5.

S

O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

A

B

KEY PLAN

SCALE: 1" = 400'-0"

NN

7+00

7+50

8+00

8+50

9+00

9+50

10+00

10+50

11+00

11+50

12+00

12+50

13+00.00

PI

A

C D

C D

C D

B

CD201CD102

B

CD201CD102

.7

20.2'

.4

.1

SEE NOTE 1

SEE NOTE 3

MASS PARKING APRON

NOSE DOCK APRON

BLAST DEFLECTOR TO REMAIN

MARKING TO REMAIN (TYP.)

EXISTING PAVEMENT

FLIGHT LINE DRIVE

FLIGHT LINE DRIVE

SEE NOTE 10

EXISTING MPA BLS

7 @ 25' = 175'21.5' 50'

W W

WW

W W

WW

W

WWW

WW

W W

WW

W W

WW

W W

WW

W W

W

W

W

W

TO REMAIN

MANHOLE

EX. SUBDRAIN

SEE NOTE 1

21.5'

SEE NOTE 3

TO REMAIN

EX. PAVEMENT

MARKING TO REMAIN (TYP.)

EXISTING PAVEMENT

SEE NOTE 11

/2

/2

CD102

V E

M E

N T R

E M

O V

A L P

L A

N

W F -1

-C -0

F -1

-R -0

A R

E

G R

E P

A

IR

M

A S

S P

A R

K

IN

G A

P R

G

O M

A H

A D

IS

T R

IC

T S

E C

T

IO

O T A

F B

N D

Q J

V F

-0

O M

A H

A

N E

B R

A S

V F

-0

M

IB

C

D .d w g

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

/2

/2

A N

S

SCALE: 1" = 30' - 0"

60'0 30'

NOTES:

LEGEND:

3" ACC TO BE REMOVED

18" PCC TO BE REMOVED

TO BE REMOVED

16" - 18" PCC TRANSITION

TO BE REMOVED

15" - 16" PCC TRANSITION

15" PCC TO BE REMOVED

TO BE REMOVED

PAVEMENT MARKINGS

5" ACC TO BE REMOVED

W WITH 0.05% STEEL

ENIRE PANEL REINFORCED

CONSTRUCT AGAINST.

REMAIN IN ORDER TO PROVIDE A SMOOTH, VERTICAL CONCRETE FACE TO

DEPTH VERTICAL SAWCUT 3-INCHES INTO THE EXISTING SLABS THAT ARE TO

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

PRIOR TO THE OUTAGE.

REQUESTED OUTAGES TO THE CONTRACTING OFFICER FOR APPROVAL 30 DAYS

MINIMIZED. THE CONTRACTOR SHALL SUBMIT A COORDINATION PLAN WITH

POWER TO AREAS ADJACENT TO THE AFFECTED CONSTRUCTION AREAS IS

10. WORK AND OUTAGES SHALL BE COORDINATED SO THAT LOSS OF ELECTRICAL

TO BEGINNING ANY PAVEMENT DEMOLITION.

9. THE CONTRACTOR SHALL REMOVE THE RAMP SECURITY SENSOR CABLE PRIOR

EXISTING LOCATIONS SHOWN ON SHEETS CP701 & CP702.

MARKINGS, INCLUDING RESTRICTED AREA SIGNS LOCATIONS, SHALL MATCH

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

THE CONTRACTOR AT HIS OWN EXPENSE.

CONTRACTOR'S OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY

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

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

DEFORMED BARS.

LABELED WITH A "W" ON THE PLAN VIEW ARE REINFORCED WITH 0.05% STEEL

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

5. SEE SHEETS ED101 & ED102 FOR THE ELECTRICAL DEMOLITION SHEETS.

REPLACEMENT SECTIONS, RESPECTIVELY.

4. SEE SHEETS CD201 AND SHEET CP201 FOR PAVEMENT REMOVAL AND PAVMENT

VERTICAL SAWCUT.

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

A SMOOTH, VERTICAL CONCRETE FACE TO CONSTRUCT AGAINST.

POINTS PROVIDED IN THE EXISTING SLAB THAT IS TO REMAIN IN ORDER TO PROVIDE

DEPTH VERTICAL SAWCUT WITH A STRAIGHT LINE BETWEEN THE COORDINATE

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

VERTICAL SAWCUT. SEE SHEET CD201 FOR DOUBLE SAWCUT DETAIL.

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

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

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D E

S

IG

N E

D B

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D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

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B E

R

S

IZ

E

S U

B M

IT

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D B

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P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

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C O

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O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

DOUBLE SAWCUT DETAIL

NO SCALE

FULL-DEPTH,

TYP.

18"

E X

IS

T

IN

G P

C C S

L A

B S

T O R

E M

A

IN

VERTICAL SAWCUT

(TYP.)

EXISTING

JOINTS (TYP.)

EXISTING PCC SLABS

TO BE REMOVED VERTICAL SAWCUT

(TYP.)

FULL-DEPTH,

EXISING PCC SLABS TO BE REMOVED

DOUBLE SAWCUT NOTES:

SLAB.

VERTICAL LIFT, AND SAFE LIFTING DEVICES USED FOR ATTACHMENT TO THE

REMOVED. SUITABLE EQUIPMENT SHALL BE USED TO PROVIDE A TRULY

TO DIVIDE IT INTO SEVERAL PIECES AND EACH PIECE LIFTED OUT AND

ABOVE SPECIFIED REMOVAL METHOD, THE SLAB MAY BE SAWCUT FULL DEPTH

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

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

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

BE CAREFULLY BROKEN UP AND REMOVED USING HAND-HELD JACKHAMMERS,

UP FOR REMOVAL. IN LIEU OF THIS METHOD, THIS STRIP OF CONCRETE MAY

FROM THE JOINT FACE WITH SUITABLE EQUIPMENT AND THEN PICKING THEM

LINE SHALL BE REMOVED BY CAREFULLY PULLING PIECES AND BLOCKS AWAY

WORK PLAN. ALL PAVEMENT BETWEEN THIS LAST SAW CUT AND THE JOINT

SHALL BE REMOVED IN ACCORDANCE WITH THE APPROVED DEMOLITION

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

INCH WIDE. ALL SAWS SHALL BE CAPABLE OF SAWING TO THE FULL DEPTH

ON A HEAVY-DUTY CHASSIS WHICH WILL PRODUCE A SAW KERF AT LEAST 1-1/2

SAWS WITH LARGE DIAMETER TUNGSTEN CARBIDE TIPPED BLADES MOUNTED

THIS SAW CUT SHALL BE MADE WITH A WHEEL SAW. WHEEL SAWS SHALL BE

FROM THE JOINT AND AT LEAST 6 INCHES FROM THE END OF ANY DOWELS.

DEPTH SAW CUT SHALL BE MADE PARALLEL TO THE JOINT AT LEAST 24 INCHES

DEPTH WITH A STANDARD DIAMOND-TYPE CONCRETE SAW. NEXT, A FULL

AND ADJOINING PAVEMENT TO STAY IN PLACE SHALL FIRST BE CUT FULL

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

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

SECTIONS

REPLACEMENT PAVEMENT

SEE SHEET CP201 FOR

AREA OF NEW CONSTRUCTION

LEGEND:

LOCATION OF REINFOCED SLABS.

SECTIONS. SEE SHEETS CD101 AND CD102 FOR

3. REINFORCEMENT NOT SHOWN ON REMOVAL

AND CD102 FOR PAVEMENT THICKNESSES.

2. PAVEMENT THICKNESS VARIES, SEE SHEETS CD101

NEW PAVEMENT SECTION AS SHOWN ON SHEETS CP201.

COURSE TO THE DEPTH NECESSARY TO INSTALL THE

1. REMOVE EXISTING SELECT MATERIAL SUBBASE

NOTE:

NOT TO SCALE

A

CD201

APRON REMOVAL SECTION

CD102

CD101

340' 335.5'

SELECT MATERIAL SUBBASE COURSE

'7

50' 50'

4" GRANULAR FILTER COURSE

TO BE REMOVED

EXISTING PCC

TO BE REMOVED

EXISTING PCC TO BE REMOVED

EXISTING 3" ACC

TO BE REMOVED

EXISTING 6" ABC

TO BE REMOVED

EXISTING 6" ABC

TO BE REMOVED

EXISTING 3" ACC

COURSE

5" SUBBASE

FILTER COURSE

4" GRANULAR

FILTER COURSE

4" GRANULAR

COURSE

5" SUBBASE

JOINT (TYP.)

KEYED CONSTRUCTION

JOINT (TYP.)

KEYED CONSTRUCTION

JOINT (TYP.)

DOWELED CONSTRUCTION

NOT TO SCALE

B

CD201

APRON REMOVAL SECTION

CD102

CD101

FILTER COURSE

4" GRANULAR

COURSE

5" SUBBASE

TO BE REMOVED

EXISTING 6" ABC

TO BE REMOVED

EXISTING 3" ACC

50'

JOINT (TYP,)

SAWED CONSTRACTION

TO BE REMOVED

EXISTING PCC

EXISTING PCC

SELECT MATERIAL SUBBASE COURSE

4" GRANULAR FILTER COURSE

PORTLAND CEMENT CONCRETE

ASPHALT CEMENT CONCRETE

AGGREGATE BASE COURSE

PCC

ACC

ABC

7 @ 25' = 175'

WHEEL SAWCUT (TYP.)

SAWCUT (TYP.)

DIAMOND-TYPE

COURSE - SEE NOTE 1

SELECT MATERIAL SUBBASE

COURSE - SEE NOTE 1

SELECT MATERIAL SUBBASE

/2

/2

CD201

V E

M E

N T R

E M

O V

A L S

E C

T

IO

N S

W F -1

-C -0

F -1

-R -0

G R

E P

A

IR

M

A S

S P

A R

K

IN

G A

P R

G

O M

A H

A D

IS

T R

IC

T S

E C

T

IO

O T A

F B

N D

Q J

V F

-0

O M

A H

A

N E

B R

A S

V F

-0

M

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E

S

E

E

S

E

C O

M

F

E

E

G

F

S

E

E

IN

V=

.9 S

FT

E

E

E

IN

V=

.9 S

FT

E

E

E

IN

V=

.9 S

FT

E

E

E

IN

V=

.9 S

FT

E

E

E

IN

V=

.9 S

FT

E

E

E

IN

V=

.9 S

FT

E

E

E

IN

V=

.9 S

FT

(54" RCP)

(54

" R

CP)

(54 " R

CP)

(54 " R

CP)

BO

X

IN

VER

T=

3.

IN

VER

T O

U T " P

VC

4.

IN

VER

T

IN

7.

TO

P

ELE

VATI

O N

IN

VER

T

.4

S

O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

A

B

KEY PLAN

SCALE: 1" = 400'-0"

NN

.0

P I

1+00

1+50

2+00

2+50

3+00

3+50

4+00

4+50

5+00

5+50

6+00

6+50

T A

X

IW

A Y G

O L F

MASS PARKING APRON

T A X

IW

A Y K

ILO

B

CP201CP101

B

CP201CP101

A

C P

C P

C P

40'

/2

/2

CP101

V

IN

G P

L A

N

W F -1

-C -0

F -1

-R -0

A R

E

G R

E P

A

IR

M

A S

S P

A R

K

IN

G A

P R

G

O M

A H

A D

IS

T R

IC

T S

E C

T

IO

O T A

F B

N D

Q J

V F

-0

O M

A H

A

N E

B R

A S

V F

-0

M

IB

C

P .d w g

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

/2

/2

A N

S

SCALE: 1" = 30' - 0"

60'0 30'

LEGEND:

NEW 2" ACC / 6" AGGREGATE BASE COURSE / 9" SUBBASE COURSE

NOTES:

NEW 18" PCC / 6" (MIN) DRAINAGE LAYER

1. SEE SHEET CP103 GEOMETRIC PLAN FOR DIMENSIONS.

NEW 6.5" ACC / 6" AGGREGATE BASE COURSE / 6" (MIN) DRAINAGE LAYER

NEW 5" ACC / 6" AGGREGATE BASE COURSE / 9" SUBBASE COURSE

G

F

F

(NEW FENCE)

(OLD FENCE REMOVED)

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

A

B

KEY PLAN

SCALE: 1" = 400'-0"

NN

7+00

7+50

8+00

8+50

9+00

9+50

10+00

10+50

11+00

11+50

12+00

12+50

13+00.00

PI

MASS PARKING APRON

NOSE DOCK APRON

B

CP201CP102

B

CP201CP102

A

C P

C P

C P

FLIGHT LINE DRIVE

FLIGHT LINE DRIVE

C

C P

C P

C

C P

C P

/2

/2

CP102

V

IN

G P

L A

N

W F -1

-C -0

F -1

-R -0

A R

E

G R

E P

A

IR

M

A S

S P

A R

K

IN

G A

P R

G

O M

A H

A D

IS

T R

IC

T S

E C

T

IO

O T A

F B

N D

Q J

V F

-0

O M

A H

A

N E

B R

A S

V F

-0

M

IB

C

P .d w g

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

/2

/2

A N

S

SCALE: 1" = 30' - 0"

60'0 30'

LEGEND:

NOTES:

1. SEE SHEET CP103 GEOMETRIC PLAN FOR DIMENSIONS.

NEW 2" ACC / 6" AGGREGATE BASE COURSE / 9" SUBBASE COURSE

NEW 18" PCC / 6" (MIN) DRAINAGE LAYER

NEW 6.5" ACC / 6" AGGREGATE BASE COURSE / 6" (MIN) DRAINAGE LAYER

NEW 5" ACC / 6" AGGREGATE BASE COURSE / 9" SUBBASE COURSE

M S

GGG

M W

S

MS

(NEW FENCE) (NEW FENCE)

(NEW FENCE)

(OLD FENCE REMOVED)

(OLD FENCE REMOVED)

S

O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

A

B

KEY PLAN

SCALE: 1" = 400'-0"

NN

pullb ox pullb ox m et er pullb ox pullb ox pullb ox m et er pullb ox pullb ox pullb ox m et er pullb ox pullb ox pullb ox m et er pullb ox m et er pullb ox m et er m et er

ABAN

D

O N

ED

L

IF

T

STATI

O N

.0

P I

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

13+00.00

PI 13+00

12+00

11+00

10+00

.3

73'

50'

48.5'

.7

'50'

.7

20.2'

150'

150'

T A

X

IW

A Y G

O L F

T A X

IW

A Y K

ILO

NOSE DOCK APRON

MASS PARKING APRON

FLIGHT LINE DRIVE

FLIGHT LINE DRIVE

15'

21.5'

36.75'

.5

25'

25'

21.5'

LINE LOCATION

NEW SENSOR

/2

/2

CP103

O M

E T

R

IC

P

L A

N

W F -1

-C -0

F -1

-R -0

G R

E P

A

IR

M

A S

S P

A R

K

IN

G A

P R

G

O M

A H

A D

IS

T R

IC

T S

E C

T

IO

O T A

F B

N D

Q J

V F

-0

O M

A H

A

N E

B R

A S

V F

-0

M

IB

C

P .d w g

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

/2

/2

A N

S

POB

NAME STATION NORTHING EASTING

POE MPA 31+50

MPA 0+00 517,211.98

519,052.37

1,763,546.19

1,760,989.73

POB

NAME STATION NORTHING EASTING

POE TXY G 13+00

TXY G 0+00 516,787.01

517,842.06

1,763,070.83

1,763,830.36

TAXIWAY GOLF CENTERLINE HORIZONTAL ALIGNMENT DATA

MASS PARKING APRON CENTERLINE HORIZONTAL ALIGNMENT DATA

120'0 60'

SCALE: 1" = 60' - 0"

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

ON THIS SHEET.

WITH A SINGLE 2-INCH LIFT OF COMPACTED ASPHALT AS SHOWN IN DETAIL 3

THICK COMPACTED ASPHALT PAVEMENT AREAS SHALL BE CONSTRUCTED

SHALL HAVE A COMPACTED LIFT THICKNESS OF 2-INCHES. NEW 2-INCH

COMPACTED LIFT THICKNESS OF 3-INCHES. THE TOP SURFACE LAYER

DETAIL 2 ON THIS SHEET. THE INITIAL UNDERLYING LAYER SHALL HAVE A

CONSTRUCTED WITH TWO LIFTS OF COMPACTED ASPHALT AS SHOWN IN

NEW 5-INCH THICK COMPACTED ASPHALT PAVEMENT AREAS SHALL BE

SURFACE LAYER SHALL HAVE A COMPACTED LIFT THICKNESS OF 2-INCHES.

SHALL HAVE A COMPACTED LIFT THICKNESS OF 2-INCHES. THE TOP

COMPACTED LIFT THICKNESS OF 2 1/2-INCHES. THE INTERMEDIATE LAYER

DETAIL 1 ON THIS SHEET. THE INITIAL UNDERLYING LAYER SHALL HAVE A

CONSTRUCTED WITH THREE LIFTS OF COMPACTED ASPHALT AS SHOWN IN

3. NEW 6.5-INCH THICK COMPACTED ASPHALT PAVEMENT AREAS SHALL BE

SUBBASE COURSE IN ACCORDANCE WITH SPECIFICATION 32 11 16 SUBBASE.

2. SCARIFY AND RECOMPACT TOP 6" OF EXISTING SELECT MATERIAL

PAVEMENT.

SUBBASE COURSE AS NECESSARY TO CONSTRUCT THE THICKER NEW PCC

EXISTING PAVEMENT REMOVED, REMOVE EXISTING SELECT MATERIAL

1. IN AREAS WHERE THE NEW PAVEMENT THICKNESS IS GREATER THAN THE

NOTES:

NOT TO SCALE

B

CP201

APRON REPLACEMENT SECTION

CP102

CP101

NOT TO SCALE

A

CP201

APRON REPLACEMENT SECTION

CP102

CP101

6 SPACES @ 18.75' = 112.5' 20' 18.75' 20' 9 SPACES @ 18.75' = 168.75' 14 SPACES @ 18.75' = 262.5' 20' 18.75' 20' 18.75'

28' 28'

NEW SHOULDERNEW SHOULDER

C

SUBDRAIN

L C

SUBDRAIN

L

340' 340'

SUBBASE COURSE - SEE NOTE 2

EXISTING SELECT MATERIAL

"10'

EXISTING 4" GRANULAR FILTER COURSE

NEW 18" PCC JOINT

CONTRACTION

DOWELED SAWED

JOINT (TYP.)

CONTRACTION

SAWED

NEW 18" PCC

DRAINAGE LAYER

NEW 6" (MIN)

(TYP.)

TACK COAT

NEW 2" ACC

NOTE 2

FILTER COURSE - SEE

EXISTING 4" GRANULAR

NEW 6" ABC

(TYP.)

TACK COAT

NEW 6" ABC

NEW 5" ACC

FILTER COURSE

EX. 4" GRANULAR

COURSE

NEW 9" SUBBASE

SUBDRAIN DETAIL "A"

SEE SHEET CG704

SUBDRAIN LINE (TYP.)

NEW 8" PERFORATED

25'

13'

C

SUBDRAIN

LNEW 6.5" ACC

TACK COAT (TYP.)

NEW 9" (MIN) ABC

5'

NEW DRAINAGE LAYER

JOINT (TYP.)

T.E. BUTT JOINT (TYP.)

CONSTRUCTION

DOWELED

NEW 18" PCC

DRAINAGE LAYER

NEW 6" (MIN)7

EXISTING 4" GRANULAR FILTER COURSE

SUBDRAIN DETAIL "B"

SEE SHEET CG704

SUBDRAIN LINE (TYP.)

NEW 8" PERFORATED

0.2836% SLOPE

0.51% SLOPE

0.45% SLOPE

VARIES

1.5% SLOPE

VARIES

LEGEND:

PORTLAND CEMENT CONCRETE

ASPHALT CEMENT CONCRETE

AGGREGATE BASE COURSE

PCC

ACC

ABC

NEW 6" ABC

NEW 2" ACC

NEW PRIME COAT (TYP.)

NEW 9" SUBBASE COURSE

SUBBASE COURSE - SEE NOTE 2

EXISTING SELECT MATERIAL

TACK COAT (TYP.)

T.E. BUTT JOINT (TYP.)

BUTT JOINT

BUTT JOINT

8 SPACES @ 18.75' = 150' NEW SHOULDER - 50'

50' 50'

COAT (TYP.)

NEW PRIME

COAT (TYP.)

NEW PRIME

NEW PRIME COAT (TYP.)

10'

10'

COURSE

NEW 9" SUBBASE

EXISTING SUBGRADE

SUBBASE COURSE - SEE NOTE 2

EXISTING SELECT MATERIAL

NEW PCC

DRAINAGE LAYER

NEW 6" (MIN)

28'

LC

SUBDRAIN

FILTER COURSE

EXISTING 4" GRANULAR

18.75'

NOT TO SCALE

C

CP201

APRON REPLACEMENT SECTION

CP102

NOT TO SCALE

DETAIL 1

NOT TO SCALE

DETAIL 3

NEW PRIME COAT (TYP.)

NEW PRIME COAT (TYP.)

UNDERLYING LAYER

2.5" COMPACTED ACC INITIAL

SUFACE LAYER

2" COMPACTED ACC

INTERMEDIATE LAYER

2" COMPACTED ACC

SURFACE LAYER

2" COMPACTED ACC

NEW TACK COAT (TYP.)

.5

.5

NEW TACK COAT (TYP.)

NEW PRIME COAT (TYP.)

DETAIL 2

NOT TO SCALE

SURFACE LAYER

2" COMPACTED ACC

UNDERLYING LAYER

3" COMPACTED ACC

NEW GEOTEXTILE (TYP.)

NEW GEOTEXTILE (TYP.)

NEW GEOTEXTILE (TYP.)

Type Symmetric Parabola

L = 75.00'

G1 0.510%

G2 -0.450% e = -0.09'

K = 78.13

REMAIN

EX. PCC TO

JOINT

T.E. EXP.

SUBDRAIN DETAIL "A"

SEE SHEET CG704

SUBDRAIN LINE (TYP.)

NEW 8" PERFORATED

SUBDRAIN DETAIL "A"

SEE SHEET CG704

SUBDRAIN LINE (TYP.)

NEW 8" PERFORATED

/2

/2

CP201

P L

A C

E M

E N

T P

A V

E M

E N

T S

E C

T

IO

N S

W F -1

-C -0

F -1

-R -0

G R

E P

A

IR

M

A S

S P

A R

K

IN

G A

P R

G

O M

A H

A D

IS

T R

IC

T S

E C

T

IO

O T A

F B

N D

Q J

V F

-0

O M

A H

A

N E

B R

A S

V F

-0

M

IB

C

P .d w g

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

/2

/2

A N

S

E

S

E

E

S

E

C O

M

F

E

E

G

F

S

E

E

IN

V=

.9 S

FT

E

E

E

IN

V=

.9 S

FT

E

E

E

IN

V=

.9 S

FT

E

E

E

IN

V=

.9 S

FT

E

E

E

IN

V=

.9 S

FT

E

E

E

IN

V=

.9 S

FT

E

E

E

IN

V=

.9 S

FT

(54" RCP)

(54

" R

CP)

(54 " R

CP)

(54 " R

CP)

BO

X

IN

VER

T=

3.

IN

VER

T O

U T " P

VC

4.

IN

VER

T

IN

7.

TO

P

ELE

VATI

O N

IN

VER

T

.4

S

O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

A

B

KEY PLAN

SCALE: 1" = 400'-0"

NN

C

T DDDDDDD

S

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

TT DDDDDDD

TT DDDDDDD

R

R

RR

S

T E

E T

E

TCCCCCB

B

B D

T A

X

IW

A Y G

O L F

T A X

IW

A Y K

ILO

MASS PARKING APRON

8 @ 18.75' = 150'

.7

.7

.7

.5

.7

.7

JOINTS EXACTLY

MATCH EXISTING

BLS INSTALLATION

NEW SAWCUT FOR

5.33'

9.75'

BLS INSTALLATION

EX. SAWCUT FOR

/2

/2

CP401

IN

T L

A Y

O U

T P

L A

N

W F -1

-C -0

F -1

-R -0

A R

E

G R

E P

A

IR

M

A S

S P

A R

K

IN

G A

P R

G

O M

A H

A D

IS

T R

IC

T S

E C

T

IO

O T A

F B

N D

Q J

V F

-0

O M

A H

A

N E

B R

A S

V F

-0

M

IB

C

P .d w g

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

/2

/2

A N

S

SCALE: 1" = 30' - 0"

60'0 30'

LEGEND:

D DOWELED CONSTRUCTION JOINT

C SAWED CONTRACTION JOINT

E

B BUTT JOINT

R REINFORCED SLAB - SEE NOTE 3

NOTES:

THICKENED EDGE EXPANSION JOINT

T THICKENED EDGE BUTT JOINT

WITH A TICKENED EDGE EXPANSION JOINT SURROUNDING THE STRUCTURES.

6. ALL STRUCTURES WITHIN THE NEW PCC PAVEMENT AREA SHALL BE INSTALLED

JOINT INTERFACE.

EXCEPT FOR SMOOTHNESS REQUIREMENTS ACROSS THE NEW TO EXISTING

PANELS ADJACENT TO EXISTING PAVEMENT TO REMAIN WILL BE WAIVED

THEREFORE, SMOOTHNESS REQUIREMENTS OF ALL NEW FIRST ROW OF

PAVEMENT TO REMAIN WILL VARY DUE TO EXISTING PAVEMENT SMOOTHNESS.

5. SMOOTHNESS IN NEW FIRST ROW OF PANELS ADJACENT TO EXISTING

WRITTEN APPROVAL OF THE DESIGN ENGINEER.

4. NO CHANGE IN JOINTING PATTERNS SHALL BE MADE WITHOUT

REINFORCEMENT DETAILS.

3. ENTIRE SLAB TO BE REINFORCED. SEE SHEET CP503 FOR

2. SEE SHEET CP502 FOR JOINT SEALANT DETAILS.

1. SEE SHEET CP501 FOR JOINT DETAILS.

HEAVY DUTY MANHOLE

OR OBSERVATION RISER

HDMH

S THICKENED EDGE SLIP JOINT

DOWELED SAWED CONTRACTION JOINT

G

F

F

(NEW FENCE)

(OLD FENCE REMOVED)

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

A

B

KEY PLAN

SCALE: 1" = 400'-0"

NN

C

C

C

C

C

C

C

C

C

C

C

C

C

C

TT DDDDDDD

TT DDDDDDD

TT DDDDDDD

R R

EB E

MASS PARKING APRON

NOSE DOCK APRON

8 @ 18.75' = 150'

.7

.7

.7

.5

.7

.7

.7

FLIGHT LINE DRIVE

FLIGHT LINE DRIVE

BLS INSTALLATION

NEW SAWCUT FOR

5.33'

9.75'

/2

/2

CP402

IN

T L

A Y

O U

T P

L A

N

W F -1

-C -0

F -1

-R -0

A R

E

G R

E P

A

IR

M

A S

S P

A R

K

IN

G A

P R

G

O M

A H

A D

IS

T R

IC

T S

E C

T

IO

O T A

F B

N D

Q J

V F

-0

O M

A H

A

N E

B R

A S

V F

-0

M

IB

C

P .d w g

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

/2

/2

A N

S

SCALE: 1" = 30' - 0"

60'0 30'

LEGEND:

D DOWELED CONSTRUCTION JOINT

C SAWED CONTRACTION JOINT

E

B BUTT JOINT

R REINFORCED SLAB - SEE NOTES 3 & 6

NOTES:

THICKENED EDGE EXPANSION JOINT

T THICKENED EDGE BUTT JOINT

HEAVY DUTY MANHOLE

OR OBSERVATION RISER

HDMH

S THICKENED EDGE SLIP JOINT

DOWELED SAWED CONTRACTION JOINT

WITH A TICKENED EDGE EXPANSION JOINT SURROUNDING THE STRUCTURES.

6. ALL STRUCTURES WITHIN THE NEW PCC PAVEMENT AREA SHALL BE INSTALLED

JOINT INTERFACE.

EXCEPT FOR SMOOTHNESS REQUIREMENTS ACROSS THE NEW TO EXISTING

PANELS ADJACENT TO EXISTING PAVEMENT TO REMAIN WILL BE WAIVED

THEREFORE, SMOOTHNESS REQUIREMENTS OF ALL NEW FIRST ROW OF

PAVEMENT TO REMAIN WILL VARY DUE TO EXISTING PAVEMENT SMOOTHNESS.

5. SMOOTHNESS IN NEW FIRST ROW OF PANELS ADJACENT TO EXISTING

WRITTEN APPROVAL OF THE DESIGN ENGINEER.

4. NO CHANGE IN JOINTING PATTERNS SHALL BE MADE WITHOUT

REINFORCEMENT DETAILS.

3. ENTIRE SLAB TO BE REINFORCED. SEE SHEET CP503 FOR

2. SEE SHEET CP502 FOR JOINT SEALANT DETAILS.

1. SEE SHEET CP501 FOR JOINT DETAILS.

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

TABLE 1

PAVEMENT

THICKNESS

MAXIMUM DOWEL

SPACING

MINIMUM DOWEL

LENGTH TYPE OF DOWEL

15" 15" 20"

1/8" R

T

NOT TO SCALE

BUTT JOINT

S

T

T=THICKNESS OF PAVEMENT

(SEE NOTE 1)

SAWED JOINT

ON SHEETS CP502 FOR DIMENSIONS.

S = DEPTH OF INITIAL SAWCUT, SEE TABLE 1

BUTT JOINT

D /2

T /2

T

DOWEL

ONE-HALF DOWEL LENGTH

PAINTED & OILED

DOWEL TO BE

ONE END OF

SPACING

FOR SIZE &

SEE TABLE 1

D=DOWEL DIAMETER

T=THICKNESS OF PAVEMENT

(SEE NOTE 1)

JOINT SEAL

NOTE:

2. SEE SHEET CP503 FOR PAVEMENT REINFORCEMENT DETAILS.

NOT TO SCALE

SAWED CONTRACTION JOINT

NOT TO SCALE

(NEW PAVEMENT BOTH SIDES)

CONSTRUCTION JOINT

DOWELED TRANSVERSE OR LONGITUDINAL

NOT TO SCALE

1/8" R

T

1/8" TO 1/4" 5' (MIN)

PAVING LANE WIDTH

D

D

D=THICKNESS OF ACC PAVEMENT

REQUIRED CONSTRUCTION TECHNIQUE WHERE NEW ACC PAVEMENT ABUTS NEW PCC PAVEMENT.

NOTE: SEE SPECIFICATION SECTION 32 12 15.13, PARAGRAPH 3.10.3 FOR

PCC - ACC JOINT INTERFACE DETAIL

T=THICKNESS OF PCC PAVEMENT

1-1/4 INCH BAR

NOTE:

THE PREFORMED JOINT FILL SHALL EXTEND TO A DEPTH EQUAL TO THE THINNEST THICKENED EDGE.

WHEN THICKENED EDGE JOINTS ARE REQUIRED BETWEEN PAVEMENTS OF DIFFERING THICKNESSES, AFTER GRINDING OPERATION

FINISHED ACC SURFACE

COMPACTED ACC PAVEMENT

INITIALLY PLACED AND

1/8" R

T

/4

T

5' MIN.T=THICKNESS

OF PAVEMENT JOINT FILLER

NON-EXTRUDING

PREFORMED

(SEE NOTE 1)

JOINT SEAL

3/4" + 1/16"

NOT TO SCALE

THICKENED EDGE EXPANSION JOINT (NEW TO EXISTING PAVEMENT)

PAVEMENT

EXISITING

S

NOT TO SCALE

DOWELED SAWED CONTRACTION JOINT

DOWELDOWEL TO BE OILED

EPOXY COATED

ONE END OF

SPACING

FOR SIZE &

SEE TABLE 1

1 DOWEL LENGTH2/

T

D /2

T /2

D=DOWEL DIAMETER

T=THICKNESS OF PAVEMENT

ON SHEET CP523 FOR DIMENSIONS.

S = DEPTH OF INITIAL SAWCUT, SEE TABLE 1

(SEE NOTE 1)

JOINT SEAL

PREFORMED

3/4" + 1/16"

1/8" R

/4 T

T

5' MIN.

STRUCTURE

OF PAVEMENT

T=THICKNESS

(SEE NOTE 1)

JOINT SEAL

JOINT FILLER

NON-EXTRUDING

PREFORMED

NOT TO SCALE

THICKENED EDGE EXPANSION JOINT (PAVEMENT TO STRUCTURE)

SHEET CP502 FOR PAVEMENT JOINT SEALANT DETAILS.

NEW OR EXISTING STRUCTURES SHALL BE SEALED WITH FIELD MOLDED JOINT SEALANT. SEE

FOLLOWING EXCEPTIONS: NEW PCC TO EXISTING PCC EXPANSION JOINTS AND NEW PCC TO

1. ALL NEW PCC PAVEMENT SHALL BE SEALED WITH COMPRESSION JOINT SEALANTS WITH THE

18" 18" 20" 1-1/4 INCH BAR

NOTE:

BE SIZED FOR THE THINNER PAVEMENT, AND PLACED AT T/2 + D/2 OF THE THINNER PAVEMENT.

(T = THICKNESS OF PAVEMENT, D = DOWEL DIAMETER).

WHEN DOWELS ARE REQUIRED BETWEEN PAVEMENTS OF DIFFERING THICKNESS, DOWELS SHALL

1/8" R

T

/4

T

5' MIN.

NOT TO SCALE

THICKENED EDGE BUTT JOINT

1/8" R

T

/4

T

5' MIN.T=THICKNESS

OF PAVEMENT JOINT FILLER

NON-EXTRUDING

PREFORMED

(SEE NOTE 1)

JOINT SEAL

NOT TO SCALE

3/8"

THICKENED EDGE SLIP JOINT (NEW TO NEW PAVEMENT)

ACC PAVEMENT

PCC PAVEMENT

NOTE:

T

D /2

T /2

D=DOWEL DIAMETER

T=THICKNESS OF PAVEMENT

PAVEMENT

EXISTING

BE OILED

COATED DOWEL TO

THIS END OF EPOXY

SIZE AND SPACING

DOWELS - SEE TABLE 1 FOR

(SEE NOTE 1)

JOINT SEAL

EXISTING PAVEMENT

A HOLE DRILLED INTO THE

DOWEL TO BE GROUTED INTO

THIS END OF EPXOY COATED

1. ONE SIDE OF JOINT NEW PAVEMENT, THE OTHER SIDE EXISTING PAVEMENT.

ONE-HALF DOWEL LENGTH

NOT TO SCALE

CONSTRUCTION JOINT

DOWELED TRANSVERSE OR LONGITUDINAL

(NEW TO EXISTING PAVEMENT)

/2

/2

CP501

IN

T D

E T

A

IL

S

W F -1

-C -0

F -1

-R -0

G R

E P

A

IR

M

A S

S P

A R

K

IN

G A

P R

G

O M

A H

A D

IS

T R

IC

T S

E C

T

IO

O T A

F B

N D

Q J

V F

-0

O M

A H

A

N E

B R

A S

V F

-0

M

IB

C

P .d w g

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

/2

/2

A N

S

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

MANUFACTURER OF JOINT SEAL

DEPTH AS RECOMMENDED BY

JOINT SEAL

FINAL SAWCUT FOR

" MIN. INITIAL SAWCUT8

S

" MAX.8

5" MIN. TO 2

OF THE JOINT RESERVOIR

BE AT LEAST TWICE THE WIDTH

SEAL. WIDTH OF SEAL SHALL

PREFORMED ELASTOMERIC

" MAX.8

5" MIN. TO 2

SEE NOTE 1

MANUFACTURER OF JOINT SEAL

DEPTH AS RECOMMENDED BY

" MAX.8

5" MIN. TO 2

" MAX.8

5" MIN. TO 2

MANUFACTURER OF JOINT SEAL

DEPTH AS RECOMMENDED BY

MANUFACTURER OF JOINT SEAL

DEPTH AS RECOMMENDED BY

OF THE JOINT RESERVOIR

BE AT LEAST TWICE THE WIDTH

SEAL. WIDTH OF SEAL SHALL

PREFORMED ELASTOMERIC

SEE NOTE 1

JOINT

CONSTRUCTION

CONSTRUCTION JOINT

JOINT SEALANT

FINAL SAWCUT FOR

THE JOINT LOCATION FOR SAWING

CONSTRUCTION JOINTS TO DELINEATE

TOOL EDGES OF CLOSURE LANES AT

" R8 1" R8

NOT TO SCALE

PREFORMED CONSTRUCTION JOINT SEAL DETAILS

FINISHEDINITIAL

INITIAL FINISHED

TABLE 1

THICKNESS

PAVEMENT

SAWCUT - S

DEPTH OF INITIAL

LESS THAN 12" 1 SLAB THICKNES/4

3 INCHES12"-18"

1 SLAB THICKNES/6MORE THAN 18"

NOT TO SCALE

PREFORMED CONTRACTION JOINT SEAL DETAILS

T = SEE TABLE 1

NOTE:

1. DEPTH OF SEAL FROM TOP OF PAVEMENT SHALL BE 1/8" TO 1/4".

BE SEALED WITH FIELD MOLDED POURED SEALANT.

AND NEW PCC THICKENED EDGE EXPANSION JOINTS TO NEW OR EXISTING STRUCTURES SHALL

FOLLOWING 2 EXCEPTIONS: NEW PCC TO EXISTING PCC THICKENED EDGE EXPANSION JOINTS

2.