Attahcment_2_AM_4_01_80_00.12_10_DRAWINGS_28_Jul_17.pdf

SHEET ID

X

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

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

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

D A

T E

A P

P R

/2

/2

IP

P

W P :d

\J

R -4

B -1

P

N .d g n

:0

N

E

C T

D B

/2

/2

S

IT

E D

E S

IG

N

M S

A B D

E V

E L

O P

M E

N T M

S A

B R

U N

W A

Y R

E P

A

IR

J O

R D

A N

GRAPHIC SCALE

DIM. NOTE & NORTH

KEY PLAN

GENERAL SHEET NOTES

SHEET KEYNOTES

NN

1:750

10 0 402010 30 50

DIMENSIONS SHOWN ARE IN METERS.

UNLESS OTHERWISE NOTED, LINEAR

T O

U C

H D

O W

N

C h ie f, S it e B ld g D e s ig n S e c

J E

F F

R E

Y P

R A

N E

Y

B-101

D M

B

D M

B

G L

H

E X

IS

T

IN

G J

O

IN

T L

A Y

O U

T P

L A

N

75 M45 M

BE MILLED AND OVERLAYED

45 METER RUNWAY 13/31 TO

THEN SEALED AND SPRAYED

OVERRUN 13 TO BE REPAIRED

INSTALLED PER AF-ETL 04-4

NEW ELECTRICAL DUCT BANKS

13 RIGID PAVEMENTS

EXISTING 300 METER TOUCHDOWN

TO BE REPAIRE THEN SEALED AND SPRAYED

15 METER ASPHALT SHOULDERS

CONTRACTOR'S EXPENSE.

LIGHTING OR SIGNAGE SHALL BE REPAIRED IMMEDIATELY AT THE

BY THE BASE DURING CONSTRUCTION ACTIVITIES ANY DAMAGE TO

REPAIR ACTIVITIES. RUNWAY LIGHTS WILL BE TURNED OFF

4. RUNWAY LIGHTING AND SIGNAGE SHALL BE PROTECTED DURING

SPECIFICATIONS.

REPAIRED IN ACCORDANCE WITH UFC 3-270-01 AND CONTRACT

AS POTHOLES AND FATIGUE ("ALLIGATOR") CRACKING SHALL BE

WITH CONTRACT SPECIFICATIONS. PAVEMENT DISTRESSES SUCH

3. SEAL AND SPRAY SHOULDERS AND OVERRUNS IN ACCORDANCE

NEW BACKER ROD AND SEALANT.

TO CLEAN OUT LOOSE MATERIAL (DEBRIS) PRIOR TO INSTALLING

REPRESENTATIVE (COR). ALL JOINTS SHALL BE POWERWASHED

SHALL BE APPROVED BY THE CONTRACTING OFFICER

SHALL ALIGN WITH THE EXISTING JOINTS. JOINT REPAIR AREAS

B-501 AND CONTRACT SPECIFICATIONS. ALL REPAIRED JOINTS

ALL RIGID JOINTS IN ACCORDANCE WITH THE DETAILS ON SHEET

2. PRIOR TO REPLACEMENT OF EXISTING JOINT SEALANTS, REPAIR

B-502 AND CONTRACT SPECIFICATION.

SEALANT IN TOUCHDOWN 13 IAW DETAILS ON SHEET

SPECIFICATIONs. REMOVE AND REPLACE EXISTING JOINT

1. REMOVE RUBBER IN ACCORDANCE WITH (IAW) CONTRACT

J R -4

B -1

P

N .d g n

A D

D E

D W

O R

D

E X

IS

T

IN

G

J

U L

Y

W912ER-17-R-0024 Amendment 0004

X

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

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

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

D A

T E

A P

P R

IP

P W

P d J

R

B

P N .d g n

N

E C

T D

B

/2

/2

IT

E D

E S

IG

N

M S

A B D

E V

E L

O P

M E

N T M

S A

B R

U N

W A

Y R

E P

A

IR

J O

R D

A N

C h ie f, S it e B ld g D e s ig n S e c

J E

F F

R E

Y P

R A

N E

Y

B-102

D M

B

D M

B

G L

H

B-301

GRAPHIC SCALE

DIM. NOTE & NORTH

KEY PLAN

GENERAL SHEET NOTES

NN

SHEET KEYNOTES

RIGID TOUCHDOWN - FLEXIBLE RUNWAY INTERFACE

1:5000

100 200 300 400

DIMENSIONS SHOWN ARE IN METERS.

UNLESS OTHERWISE NOTED, LINEAR

TOUCHDOWN 13 TOUCHDOWN 31

B-301

B-301

45 M

B -302

B -3

B -3

E X

IS

T

IN

G A

S P

H A

L T R

U N

W A

Y S

E C

T

IO

N

OVERRUNS NOT SHOWN

2,400 METER RUNWAY 13/31 ASPHALT PAVEMENT

BE REPAIRED THEN SEALED AND SPRAYED

15 METER ASPHALT SHOULDERS TO

TO BE MILLED AND OVERLAYED

TAXIWAY LIMA 4: 19.5 METER WIDTH

IMMEDIATELY AT THE CONTRACTOR'S EXPENSE.

DAMAGE TO LIGHTING AND SIGNAGE SHALL BE REPAIRED

OFF BY BASE DURING CONSTRUCTION ACTIVITIES AND ANY

REPAIR ACTIVITIES . RUNWAY LIGHTS WILL BE TURNED

5. RUNWAY LIGHTING AND SIGNAGE SHALL BE PROTECTED DURING

COR.

WHERE POSSIBLE AND SUBJECT TO THE APPROVAL OF THE

ADJUSTED TO MATCH THE REQUIREMENTS LISTED IN UFC 3-260-01

PROFILE AND CROSS SECTIONS OF NEW PAVEMENT SHALL BE

EXISTING ADJACENT EDGE OF THE SAW CUT PAVEMENT. THE

CONTRACTOR SHALL MATCH /TIE INTO THE ELEVATIONS OF

GRADING AND PROFILE OF THE SURFACES TO BE REPLACED. THE

4. THE TOPOGRAPHIC SURVEY SHALL BE USED IN DESIGNING THE

PERFORMED ON A 10 METER X 10 METER GRID PATTERN.

SPECFICIATIONS. SURVEY MEASUREMENTS SHALL BE

HORIZONTAL AND VERTICAL DATUMS PER CONTRACT

EXISTING AIRFIELD SURVEY MONUMENTS AND PROPER

SURVEY MEASUREMENTS (X, Y, Z) SHALL BE REFERENCED TO

13-31 FOR FULL WIDTH (45 METERS) AND LENGTH (2,400 METERS).

3. PRIOR TO AND AFTER MILLING OPERATIONS, SURVEY RUNWAY

3-270-01 AND THE CONTRACT SPECIFICATIONS.

FATIGUE ("ALLIGATOR") CRACKING SHALL BE REPAIRED IAW UFC

SPECIFICATIONS. PAVEMENT DISTRESS SUCH AS POTHOLES AND

2. SEAL AND SPRAY SHOULDERS AND OVERRUNS IAW CONTRACT

CONTRACT SPECIFICATIONS.

INTERFACES SHALL BE CONSTRUCTED IAW SHEET B-301 AND

IAW CONTRACT SPECIFICATIONS. ASPHALT TO RIGID TOUCHDOWN

SURFACE WITH 125 MILLIMETERS OF NEW HOT MIXED ASPHALT

SHEET B-301 AND CONTACT SPECIFICATIONS. REPLACE MILLED

MILLED PAVEMENT SHALL BE SEALED IN ACCORDANCE WITH (IAW)

RUNWAY 13/31 TO A DEPTH OF 125 MILLIMETERS. CRACKS IN

1. MILL TOTAL WIDTH (45 METERS) AND LENGTH (2,400 METERS) OF

TO BE MILLED AND OVERLAYED

TAXIWAY LIMA 5: 23 METER WIDTH

ACCORDANCE WITH ETL 4-04.

TECHNOLOGY IN

PAVEMENT VIA TRENCHLESS

CONDUITS UNDER THE

FOUR (4) COMMUNICATION

TO BE MILLED AND OVERLAYED

TAXIWAY ALPHA 2: 30 METER WIDTH

J R -4

B -1

P

N .d g n

C O

R R

E C

T E

D M

IS

P

E L L E

D W

O R

D J

U L

Y

X

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

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

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

D A

T E

A P

P R

/2

/2

IP

P

W P :d

\J

R -4

B -1

P

N .d g n

:3

N

E

C T

D B

/2

/2

IT

E D

E S

IG

N

M S

A B D

E V

E L

O P

M E

N T M

S A

B R

U N

W A

Y R

E P

A

IR

J O

R D

A N

C h ie f, S it e B ld g D e s ig n S e c

J E

F F

R E

Y P

R A

N E

Y

B-103

D M

B

D M

B

G L

H

GRAPHIC SCALE

DIM. NOTE & NORTH

KEY PLAN

GENERAL SHEET NOTES

SHEET KEYNOTES

NN

1:750

10 0 402010 30 50

B-303

B-304

B-305

E X

IS

T

IN

G J

O

IN

T L

A Y

O U

T P

L A

N

DIMENSIONS SHOWN ARE IN METERS.

UNLESS OTHERWISE NOTED, LINEAR

T O

U C

H D

O W

N

20 M

22.5 M 45 M

145 METER PORTION 155 METER PORTION

3 JOINT PATTERN CHANGES. SEE DETAIL 1 SHEET B-305

RUNWAY 13/31 TO BE MILLED AND OVERLAYED

1 REPAIRED THEN SEALED AND SPRAYED

15 METER ASPHALT SHOULDERS TO BE

THEN SEALED AND SPRAYED

OVERRUN 31 TO BE REPAIRED

TOUCHDOWN 31 RIGID PAVEMENT

EXISTING 300 METER

NEW JOINTS SHALL BE SEALED IAW DETAILS ON SHEET B-502.

TOUCHDOWN 31 WILL HAVE NEW DIMENSION OF 5M X 5.625M. ALL

DIMENSIONS OF 5M X 5M . THE 155 METER PORTION OF

METER PORTION OF TOUCHDOWN 31. SLABS HAVE A TYPICAL

6. RE-ESTABLISH EXISITNG SLAB LAYOUT/DIMENSIONS FOR 145

COR.

WHERE POSSIBLE AND SUBJECT TO THE APPROVAL OF THE

ADJUSTED TO MATCH THE REQUIREMENTS LISTED IN UFC 3-260-01

PROFILE AND CROSS SECTIONS OF NEW PAVEMENT SHALL BE

EXISTING ADJACENT EDGE OF THE SAW CUT PAVEMENT. THE

CONTRACTOR SHALL MATCH /TIE INTO THE ELEVATIONS OF

GRADING AND PROFILE OF THE SURFACES TO BE REPLACED. THE

5. THE TOPOGRAPHIC SURVEY SHALL BE USED IN DESIGNING THE

KEYWAYS SHALL BE PATCHED PER THE SPECIFICATIONS.

DOWELS OR MALE KEYWAYS SHALL BE REMOVED. FEMALE

DESCRIBED IN SPECIFICATION 32 13 11 PART 3.10. EXISTING

ALONG LONGITUDINAL JOINTS DURING SLAB REMOVAL AS

4. THE CONTRACTOR SHALL UTILIZE THE DOUBLE SAWCUT METHOD

IN WRITING TO THE COR.WITHIN 24 HOURS AFTER THE SURVEY.

IDENTIFY ANY EXISTING DAMAGE AND REPORT ANY DISCREPANCIES

SURVEY AT ALL SLAB JOINT CORNERS. THE CONTRACTOR SHALL

AND VERTICAL DATUMS PER THE CONTRACT SPECIFICATIONS.

AIRFIELD SURVEY MONUMENTATION AND PROPER HORIZONTAL

MEASUREMENTS (X,Y,Z) SHALL BE REFERENCED TO EXISTING

DEMOLITION AND AFTER CONSTRUCTION. SURVEY

3. SURVEY THE ENTIRE EXISTING PCC KEEL SECTION PRIOR TO

AND SEALANT.

MATERIAL (DEBRIS) PRIOR TO INSTALLING NEW BACKER ROD

JOINTS SHALL BE POWERWASHED TO CLEAN OUT LOOSE

THE CONTRACTING OFFICER'S REPRESENTATIVE (COR). ALL

EXISTING JOINTS. JOINT REPAIR AREAS SHALL BE APPROVED BY

SPECIFICATIONS. ALL REPAIRED JOINTS SHALL ALIGN WITH THE

JOINTS IAW THE DETAILS ON SHEET B-501 AND THE CONTRACT

2. PRIOR TO PLACEMENT OF JOINT SEALANTS, REPAIR ALL RIGID

RUBBER OUTSIDE KEEL IAW CONTRACT SPECIFICATIONS.

SHEET B-502 AND THE CONTRACT SPECIFICATIONS. REMOVE

OUTSIDE KEEL SECTION IN ACCORDANCE WITH (IAW) DETAILS ON

1. REMOVE AND REPLACE EXISTING JOINT SEALANTS FOR ALL SLABS

J R -4

B -1

P

N .d g n

T

E X

T R

E V

IS

E D

J

U L

Y

X

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

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

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

D A

T E

A P

P R

/2

/2

IP

P

W P :d

\J

R -4

B -1

P

N .d g n

:4

N

E

C T

D B

/2

/2

IT

E D

E S

IG

N

M S

A B D

E V

E L

O P

M E

N T M

S A

B R

U N

W A

Y R

E P

A

IR

J O

R D

A N

C h ie f, S it e B ld g D e s ig n S e c

J E

F F

R E

Y P

R A

N E

Y

B-104

D M

B

D M

B

G L

H

DIMENSIONS SHOWN ARE IN MILLIMETERS.

UNLESS OTHERWISE NOTED, LINEAR

GRAPHIC SCALE

DIM. NOTE & NORTH

KEY PLAN

GENERAL SHEET NOTES

SHEET KEYNOTES

NN

1:750

10 0 402010 30 50

B-305

N E

W J

O

IN

T L

A Y

O U

T P

L A

N

THICKENED EDGE EXPANSION JOINT

2 JOINT PATTERN CHANGE

T O

U C

H D

O W

N

NEW 300 METER TOUCHDOWN 31 PCC PAVEMENT

145 METER PORTION 155 METER PORTION

20 M

22.5 M 45 M

1 15 METER SHOULDERS TO BE SEALED AND SPRAYED

MILLED AND OVERLAYED

RUNWAY 13/31 TO BE

SEALED AND SPRAYED

OVERRUN 31 TO BE

B-303

B-304

ACCORDANCE WITH ETL 4-04.

TECHNOLOGY IN

PAVEMENT VIA TRENCHLESS

CONDUITS UNDER THE

FOUR (4) COMMUNICATION

IAW WITH CONTRACT SPECFICATIONS.

BY THE CORE. NEW JOINTS SHALL BE CONSTRUCTED AND SEALED

HIGH POINTS OR SETTLED SLABS) AS NECESSARY AND APPROVED

CORRECT ANY MINOR GRADE DEFICIENCIES (ISOLATED LOW OR

SURFACE GRADES/ELEVATIONS. THE CONTRACTOR SHALL

5. CONSTRUCT RIGID KEEL SECTION TO RE-ESTABLISH EXISTING

KEYWAYS SHALL BE PATCHED PER THE SPECIFICATIONS.

DOWELS OR MALE KEYWAYS SHALL BE REMOVED. FEMALE

DESCRIBED IN SPECIFICATION 32 13 11 PART 3.10. EXISTING

ALONG LONGITUDINAL JOINTS DURING SLAB REMOVAL AS

4. THE CONTRACTOR SHALL UTILIZE THE DOUBLE SAWCUT METHOD

WITHIN 24 HOURS AFTER THE SURVEY TO THE CORE.

DISCREPANCIES CONCERNING THE KEEL SECTION IN WRITING

SHALL IDENTIFY ANY EXISTING DAMAGE AND REPORT ANY

SURVEY AT ALL SLAB JOINT CORNERS. THE CONTRACTOR

AND VERTICAL DATUMS PER THE CONTRACT SPECIFICATIONS.

AIRFIELD SURVEY MONUMENTATION AND PROPER HORIZONTAL

MEASUREMENTS (X,Y,Z) SHALL BE REFERENCED TO EXISTING

DEMOLITION AND AFTER CONSTRUCTION. SURVEY

3. SURVEY THE ENTIRE EXISTING RIGID KEEL SECTION PRIOR TO

SEALANT.

MATERIAL (DEBRIS) PRIOR TO INSTALLING NEW BACKER ROD AND

(COR). JOINTS SHALL BE POWERWASHED TO CLEAN OUT LOOSE

APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE

JOINTS SHALL ALIGN WITH THE EXISTING JOINTS AND BE

SHEET B-501 AND THE CONTRACT SPECIFICATIONS. ALL REPAIRED

ALL RIGID JOINTS REPAIR ALL RIGID JOINTS IAW THE DETAILS ON

2. PRIOR TO REPLACEMENT OF EXISTING JOINT SEALANT, REPAIR

SHEET B-502 AND THE CONTRACT SPECIFICATIONS.

OUTSIDE KEEL SECTION IN ACCORDANCE WITH (IAW) DETAILS ON

1. REMOVE AND REPLACE EXISTING JOINT SEALANT FOR ALL SLABS

5.625 METERS X 5 METERS

155 M PORTION JOINT PATTERN

J R -4

B -1

P

N .d g n

T

E X

T R

E V

IS

E D

J

U L

Y

X

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

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

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

D A

T E

A P

P R

IP

P W

P d J

R

B

S E .d g n

N

E C

T D

B

/2

/2

IT

E D

E S

IG

N

M S

A B D

E V

E L

O P

M E

N T M

S A

B R

U N

W A

Y R

E P

A

IR

J O

R D

A N

C h ie f, S it e B ld g D e s ig n S e c

J E

F F

R E

Y P

R A

N E

Y

P A

V E

M E

N T S

E C

T

IO

N S

D M

B

D M

B

G L

H

B-303

GENERAL SHEET NOTES

SHEET KEYNOTES

EXISTING PCC EXISTING PCC

EXISTING PCC EXISTING PCC

2 2 2

EXISTING BASE MATERIAL

EXISTING SUB-BASE / SUBGRADE EXISTING BASE TO BE REMOVED

REMOVED WITHIN KEEL

CONCRETE TO BE

WITHIN KEEL

BASE TO BE REMOVED

200 MM EXISTING

1 1

EXISTING KEEL PCC TO BE REMOVED

4 56 6

SEE DETAILS SHEET B-502

NEW DOWEL (TYP)

NEW 400 MM PORTLAND CEMENT CONCRETE

LAB DENSITY (ASTM D 1557)

COMPACTED 100% OF MAX

AGGREGATE BASE COURSE

NEW 150 MM GRADED-CRUSHED

400 MM

150 MM

2 2 2

5 5 5 56 6

SEAL AND SPRAY EXISTING ASPHALT SHOULDER

REMOVE EXISTING JOINT SEALANT

SEALED AND SPRAYED ASPHALT SHOULDER

REPLACE JOINT SEALANT PER DETAIL 6 SHEET B-502

CONSTRUCT NEW JOINT PER DETAIL 2 SHEET B-502

NEW GABC

NEW PCC

BASE TO REMOVED

PCC DEMO

LEGEND

DIMENSION NOTE

DIMENSIONS SHOWN ARE IN METERS.

UNLESS OTHERWISE NOTED, LINEAR

45 METERS (FULL WIDTH)15 M 15 M

SEE DETAILS SHEET B-502

NEW DOWEL (TYP)

45 METER (FULL WIDTH)15 M 15 M

B-104

NEW PCC SECTION (145 METER SECTION)

SCALE = NOT TO SCALE

VERIFY DESIGN MODULUS OF REACTION 50 KPA / MM

ACCORDANCE WITH ASTM CRD-C 655-95 TO

KTR SHALL PERFORM PLATE LOAD TESTING IN

TOUCHDOWN 31

TOUCHDOWN 31

SLAB CAN BE PLACED.

EXISTING PAVEMENT FROM UNDERMINING SO FULL THICKNESS

6. CONTRACTOR SHALL PROVIDE PLAN TO PROTECT THE

JOINTS SHALL BE DOWELED.

AT THE END OF CONSTRUCTION LANES. ALL CONSTRUCTION

5. TRANSVERSE CONSTRUCTION JOINTS SHALL ONLY BE USED

HAVE THICKENED EDGE EXPANSION JOINTS.

4. INTERFACE FROM 145 METER SECTION TO 155 METER SHALL

EXISTING SLABS ARE NOT DISTURBED OR NOT UNDERMINED.

TO ENSURE THE ADJACENT COMPACTED BASE MATERIAL AND

CONTRACTOR SHALL TAKE MEASURES DURING EXCAVATION

3. FOLLOWING THE REMOVAL OF THE KEEL SECTION SLABS,THE

CONCRETE ON WET MATERIAL.

SAWING OPERATIONS. DO NOT PLACE BASE COURSE OR

2. EXISTING BASE MATERIAL SHALL BE ALLOWED TO DRY AFTER

KEYWAYS SHALL BE PATCHED PER SPECIFICATION.

DOWELS OR MALE KEYWAYS SHALL BE REMOVED. FEMALE

DESCRIBED IN SPECIFICATION 32 13 11 PART 3.10. EXISTING

LONGITUDINAL JOINTS DURING SLAB REMOVAL AS

1. KTR SHALL UTILIZE DOUBLE SAW CUT METHOD ALONG

C-105

B-103, EXISTING SECTION (145 METER SECTION)

SCALE = NOT TO SCALE

J R -4

B -3

S

E .d g n

C

O R

R E

C T

E D S

H E

E T R

E F

E R

E N

C E

J

U L

Y

X

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

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

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

D A

T E

A P

P R

IP

P W

P d J

R

B

S E .d g n

N

E C

T D

B

/2

/2

IT

E D

E S

IG

N

M S

A B D

E V

E L

O P

M E

N T M

S A

B R

U N

W A

Y R

E P

A

IR

J O

R D

A N

GENERAL SHEET NOTES

SHEET KEYNOTES

EXISTING PCC EXISTING PCC

EXISTING PCC EXISTING PCC

2 2 2 2

EXISTING BASE MATERIAL

EXISTING SUB-BASE / SUBGRADE EXISTING BASE TO BE REMOVED

REMOVED WITHIN KEEL

CONCRETE TO BE

WITHIN KEEL

BASE TO BE REMOVED

200 MM EXISTING

1 1

EXISTING KEEL PCC TO BE REMOVED

4 56 6

SEE DETAILS SHEET B-502

NEW DOWEL (TYP)

NEW 400 MM PORTLAND CEMENT CONCRETE

LAB DENSITY (ASTM D 1557)

COMPACTED 100% OF MAX

AGGREGATE BASE COURSE

NEW 150 MM GRADED-CRUSHED

400 MM

150 MM

SEAL AND SPRAY EXISTING ASPHALT SHOULDER

REMOVE EXISTING JOINT SEALANT

SEALED AND SPRAYED ASPHALT SHOULDER

REPLACE JOINT SEALANT PER DETAIL 6 SHEET B-502

CONSTRUCT NEW JOINT PER DETAIL 2 SHEET B-502

DIMENSION NOTE

NEW GABC

NEW PCC

BASE TO REMOVED

PCC DEMO

LEGEND

VERIFY DESIGN MODULUS OF REACTION

ACCORDANCE WITH ASTM CRD-C 655-95 TO

KTR SHALL PERFORM PLATE LOAD TESTING IN

6 6

DIMENSIONS SHOWN ARE IN METERS.

UNLESS OTHERWISE NOTED, LINEAR

C h ie f, S it e B ld g D e s ig n S e c

J E

F F

R E

Y P

R A

N E

Y

D M

B

D M

B

G L

H

B-304

R

IG

ID

P

A V

E M

E N

T S

E C

T

IO

N S

15 M 45 METER (FULL WIDTH)

15 M 45 METER (FULL WIDTH) 15 M

B-104

NEW PCC SECTION (155 METER SECTION)

SCALE = NOT TO SCALE

SEE DETAILS SHEET B-502

NEW DOWEL (TYP)

TOUCHDOWN 31

TOUCHDOWN 31

SLAB CAN BE PLACED.

EXISTING PAVEMENT FROM UNDERMINING SO FULL THICKNESS

6. CONTRACTOR SHALL PROVIDE PLAN TO PROTECT THE

JOINTS SHALL BE DOWELED.

AT THE END OF CONSTRUCTION LANES. ALL CONSTRUCTION

5. TRANSVERSE CONSTRUCTION JOINTS SHALL ONLY BE USED

HAVE THICKENED EDGE EXPANSION JOINTS.

4. INTERFACE FROM 145 METER SECTION TO 155 METER SHALL

EXISTING SLABS ARE NOT DISTURBED OR NOT UNDERMINED.

TO ENSURE THE ADJACENT COMPACTED BASE MATERIAL AND

CONTRACTOR SHALL TAKE MEASURES DURING EXCAVATION

3. FOLLOWING THE REMOVAL OF THE KEEL SECTION SLABS,THE

CONCRETE ON WET MATERIAL.

SAWING OPERATIONS. DO NOT PLACE BASE COURSE OR

2. EXISTING BASE MATERIAL SHALL BE ALLOWED TO DRY AFTER

KEYWAYS SHALL BE PATCHED PER SPECIFICATION.

DOWELS OR MALE KEYWAYS SHALL BE REMOVED. FEMALE

DESCRIBED IN SPECIFICATION 32 13 11 PART 3.10. EXISTING

LONGITUDINAL JOINTS DURING SLAB REMOVAL AS

1. KTR SHALL UTILIZE DOUBLE SAW CUT METHOD ALONG

B-103

EXISTING SECTION (155 METER SECTION)

SCALE = NOT TO SCALE

J R -4

B -3

S

E .d g n

C

O R

R E

C T

E D S

H E

E T R

E F

E R

E N

C E

J

U L

Y

X

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

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

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

D A

T E

A P

P R

IP

P W

P d J

R

B

S E .d g n

N

E C

T D

B

/2

/2

IT

E D

E S

IG

N

M S

A B D

E V

E L

O P

M E

N T M

S A

B R

U N

W A

Y R

E P

A

IR

J O

R D

A N

B-305

GENERAL SHEET NOTES

SHEET KEYNOTES

NEW 155 METER PORTION TOUCHDOWN 31NEW 145 METER PORTION TOUCHDOWN 31

EXISTING 145 METER PORTION TOUCHDOWN 31 EXISTING 155 METER PORTION TOUCHDOWN 31

500 MM

400 MM

3 3 3

EXISTING TRANVERSE JOINTS TYP 5.0 METERS WIDE

NEW TRANVERSE CONTRACTION JOINTS 5.0 METERS WIDE

EXISTING JOINT MISMATCH

MISMATCH INTERFACE. SEE DETAIL 3 SHEET B-502

NEW THICKENED EDGE EXPANSION JOINT AT JOINT

DIMENSION NOTE

C h ie f, S it e B ld g D e s ig n S e c

J E

F F

R E

Y P

R A

N E

Y

T O

U C

H D

O W

N

J

O

IN

T M

IS

M

A T

C H I

N T

E R

F A

C E

D M

B

D M

B

G L

H

ASPHALT OVERRUN 31

RUNWAY 13/31 225 MM THICK

NEW HOT MIXED ASPHALT

OVERRUN 13 SEALED AND SPRAYED

AT ASPHALT INTERFACE. SEE DETAIL 3 SHEET B-502

NEW THICKENED EDGE JOINT WITH TACK COAT

500 MM 500 MM

DIMENSIONS SHOWN ARE IN METERS.

UNLESS OTHERWISE NOTED, LINEAR

B-103

EXISTING RUNWAY / TOUCHDOWN 31 / OVERRUN 31 INTERFACE SECTION

SCALE = NOT TO SCALE

B-104

NEW TOUCHDOWN JOINT MISMATCH INTERFACE SECTION

SCALE = NOT TO SCALE

TO BE MILLED AND OVERLAYED

EXISTING ASPHALT RUNWAY 13/31

ASPHALT FOR AIRFIELDS SECTION 3.10.3.

IAW CONTRACT SPECIFICATION 32 12 15.13 HOT MIXED

INTERFACE. CONSTRUCT ASPHALT-RIGID INTERFACES

SEE DETAIL 2 SHEET B-301 FOR ASPHALT-RIGID PAVEMENT

1 1

3 3

JOINTS SHALL BE DOWELED.

AT THE END OF CONSTRUCTION LANES. ALL CONSTRUCTION

7. TRANSVERSE CONSTRUCTION JOINTS SHALL ONLY BE USED

HAVE THICKENED EDGE EXPANSION JOINTS.

6. INTERFACE FROM 145 METER SECTION TO 155 METER SHALL

EXISTING SLABS ARE NOT DISTURBED OR NOT UNDERMINED.

TO ENSURE THE ADJACENT COMPACTED BASE MATERIAL AND

CONTRACTOR SHALL TAKE MEASURES DURING EXCAVATION

5. FOLLOWING THE REMOVAL OF THE KEEL SECTION SLABS,THE

CONCRETE ON WET MATERIAL.

SAWING OPERATIONS. DO NOT PLACE BASE COURSE OR

4. EXISTING BASE MATERIAL SHALL BE ALLOWED TO DRY AFTER

KEYWAYS SHALL BE PATCHED PER SPECIFICATION.

DOWELS OR MALE KEYWAYS SHALL BE REMOVED. FEMALE

DESCRIBED IN SPECIFICATION 32 13 11 PART 3.10. EXISTING

LONGITUDINAL JOINTS DURING SLAB REMOVAL AS

3. KTR SHALL UTILIZE DOUBLE SAW CUT METHOD ALONG

ALL CONSTRUCTION JOINTS SHALL BE DOWELED.

SHALL ONLY BE USED AT THE END OF CONSTRUCTION LANES.

SPECIFICATIONS. TRANSVERSE CONSTRUCTION JOINTS

CUT IN ACCORDANCE WITH (IAW) THE CONTRACTION

CONSTRUCTIONS JOINTS. CONTRACTION JOINTS SHALL BE SAW

2. TRANVERSE JOINTS SHALL BE EITHER CONTRACTION OR

MATCH EXISTING RIGID PAVEMENT JOINT PATTERN.

1. NEW RIGID KEEL (BOTH SECTIONS) TRAVERSE JOINTS SHALL

J R -4

B -3

S

E .d g n

T E

X T R

E V

IS

E D

J

U L

Y

J

U L

Y

C O

R R

E C

T E

D S

H E

E T R

E F

E R

E N

C E

JR-463233--B-104PN.dgn, Model

JR-463233--B-103PN.dgn, Model

JR-463233--B-102PN.dgn, Model