W912HN-15-R-0003_AMD3.PDF

J P

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W x

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W x

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SD

x

SD

x

S D x

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S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

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S D x

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SD

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SD

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x

SD

x

SD

x

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x

SD

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DBPS/YPS

DBPS/YPS

D B

P S

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P S

DBPS/YPS

DBPS/YPS

DBPS/YPS

D B

P S

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D B

P S

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P S

D B

P S

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P S

D B

P S

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P S

D B

P S

Y

P S

D B

P S

Y

P S

D B

P S

Y

P S

DYPS

DYPS

UNDERGROUND SECURITY SENSOR (5' WIDE)

UNDERGROUND SECURITY SENSOR (5' WIDE)

RPS

RPS

RPS

R P

S

WPS

WPS

WPS

WPS

WPS

WPS

W P

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W P

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S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

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S D x

S D x

S D x

S D x

S D x

S D x

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S D x

S D x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S

F M

S S

F M

S S

R

C P

R

C P

R

C P

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C P

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C P

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C P

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C P

15"RCP

15"RCP

15"CPP

15"CPP

15"CPP

D

I P

16" CONCRETE PAVEMENT

16" CONCRETE PAVEMENT

20" CONCRETE PAVEMENT

20" CONCRETE PAVEMENT

14.5" CONCRETE PAVEMENT

ASPHALT

ASPHALT

16" CONCRETE PAVEMENT

14.5" CONCRETE PAVEMENT

34 32 30

AREA B

AREA A

AREA C

AREA I

AREA DAREA E

AREA HAREA G

AREA F

SHEET OF

W H

N R

A S

H O

W N x

M A

S O

N

N

G E

R

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D

C

B

A

S Y

M B

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D E

S C

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A T

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D W

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F E

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A V

A N

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IS

TR

IC

T

PLATE

REFERENCE

NUMBER

R J Z

C D d w g

READY TO ADVERTISE

CD117

G L Y

N N

M S

O U

T

C

L O

W E

SCALE: 1" = 30'

30 30 60

PLAN

NORTH

GENERAL NOTES

1. REFER TO CD001 FOR GENERAL NOTES.

M A

T C

H L I N

E

S

R

G

M A

T C

H L I N

E

S

I

MATCHLINE - SEE AREA E

LEGEND

CONSTRUCTION LIMITS

EXISTING 14.5" PORTLAND

CEMENT CONCRETE

PAVEMENT TO BE REMOVED

EXISTING 16" PORTLAND CEMENT

CONCRETE PAVEMENT TO BE

REMOVED

EXISTING 20" PORTLAND CEMENT

CONCRETE PAVEMENT TO BE

REMOVED

SHEET NOTES

DRAIN, DEGAS, SLURRY FILL AND CAP EXISTING

JP8 LINES AND ABANDON IN PLACE.

EXISTING HYDRANT FUEL PIT TO BE REMOVED.

REMOVE PIT AND CONCRETE CROWN

COMPLETELY. CUT BRANCH PIPE 12 INCHES

BELOW BOTTOM OF PROPOSED CONCRETE

PAVEMENT.

PROVIDE NEAT STRAIGHT DOUBLE SAWCUT

PRIOR TO PAVEMENT REMOVAL. REFER TO

DETAIL C5, SHEET CD502.

R E

V I S

D

C

O R

D A

N C

E

W

I T

H

A

M E

N D

M E

G A

L

X X

XXXX

XXXX

XX

XXX

X

XXX

X

XX

D B

P S

Y

P S

D B

P S

Y

P S

DBPS/YPS

DBPS/YPS

DYPS

DYPS

BLAST FENCE

D B

P S

Y

P S

BLAST FENCE

UNDERGROUND SECURITY SENSOR (5' WIDE)

U N

D E

R G

R O

U N

D

S

E C

U R

I T

Y

S

E N

S O

R

W

I D

E

R P

S

R P

S

R P

S

RPS

RPS

W P

S

W A

R N

I N

G

BLAST FENCE

U N

D E

R G

R O

U N

D

S

E C

U R

I T

Y

S

E N

S O

R

W

I D

E

16" CONCRETE PAVEMENT

ASPHALT

ASPHALT

AREA B

AREA A

AREA C

AREA I

AREA DAREA E

AREA HAREA G

AREA F

SHEET OF

W H

N R

O

W N x

M A

S O

N

G E

R

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D

C

B

A

S Y

M B

O L

D E

S C

R I P

T I O

N D

A T

E B

Y

D E

S

IG

N E

D B

Y

D W

N B

Y

C K

D B

Y

S U

B M

IT

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D B

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N A

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U . S

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M Y

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G

IN

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IS

TR

IC

T

C O

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S O

F E

N G

IN

E

E R

S S

A V

A N

N A

H D

IS

TR

IC

T

PLATE

REFERENCE

NUMBER

R J Z

C S d w g

READY TO ADVERTISE

CS113

G L Y

N N

M S

O U

L O

30 30 60

PLAN

NORTH

GENERAL NOTES

1.

2.

REFER TO CD SHEETS FOR DEMOLITION.

CONTRACTOR TO COORDINATE ALL OPERATIONS.

MAINTAIN JOINT SPACING OF EXISTING ADJACENT

SLABS TO REMAIN.

M A

T C

H L I N

E

S

A

T C

H L I N

E

S

MATCHLINE - SEE AREA I

LEGEND

CONSTRUCTION LIMITS

16" PORTLAND CEMENT

CONCRETE PAVING

SHEET NOTES

HYDRANT FUEL LINES. REFER TO

MECHANICAL SHEETS.

SEED ALL DISTURBED AREAS.

PROVIDE 16" PORTLAND CEMENT

CONCRETE PAVING.

HORIZONTAL DIRECTIONAL DRILL

CARRIER PIPES BENEATH BLAST

FENCE AND UNDER GROUND

SECURITY SENSOR WIRE. MAXIMUM

HORIZONTAL DIRECTIONAL DRILL

DISTANCE TO BE 150'.

R E

V I S

C

O R

D A

N C

E

W

I T

H

A

M E

N D

M E

G A

J

O

I

A

O

A

D

U N

D E

R G

R O

U N

D

S

E C

U R

I T

Y

S

E N

S O

R

W

I D

E

UNDERGROUND SECURITY SENSOR (5' WIDE)

U N

D E

R G

R O

U N

D

S

E C

U R

I T

Y

S

E N

S O

R

W

I D

E

H A

N G

A R

/B U

IL

D

IN

G

H A

N G

A R

/B U

IL

D

IN

G

14.5" CONCRETE PAVEMENT

ASPHALT

14.5" CONCRETE PAVEMENT

AREA B

AREA A

AREA C

AREA I

AREA DAREA E

AREA HAREA G

AREA F

SHEET OF

W H

N R

O

W N x

M A

S O

N

G E

R

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D

C

B

A

S Y

M B

O L

D E

S C

R I P

T I O

N D

A T

E B

Y

D E

S

IG

N E

D B

Y

D W

N B

Y

C K

D B

Y

S U

B M

IT

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C A

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U . S

. A R

M Y

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G

IN

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IS

TR

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C O

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S O

F E

N G

IN

E

E R

S S

A V

A N

N A

H D

IS

TR

IC

T

PLATE

REFERENCE

NUMBER

R J Z

C S d w g

READY TO ADVERTISE

CS116

G L Y

N N

M S

O U

L O

30 30 60

PLAN

NORTH

GENERAL NOTES

1.

2.

REFER TO CD SHEETS FOR DEMOLITION.

CONTRACTOR TO COORDINATE ALL OPERATIONS.

MAINTAIN JOINT SPACING OF EXISTING ADJACENT

SLABS TO REMAIN.

M A

T C

H L I N

E

S

MATCHLINE - SEE AREA F

LEGEND

CONSTRUCTION LIMITS

14.5" PORTLAND CEMENT

CONCRETE PAVING

HYDRANT FUEL PIT

SHEET NOTES

HYDRANT FUEL LINES. REFER TO

MECHANICAL SHEETS.

HYDRANT FUEL PIT. REFER TO

DETAILS ON CS502.

PROVIDE 14.5" PORTLAND CEMENT

CONCRETE PAVING.

REINFORCE CONCRETE PANEL.

REFER TO DETAIL A5, SHEET CS500.

R E

V I S

C

O R

D A

N C

E

W

I T

H

A

M E

N D

M E

G A

UNDERGROUND SECURITY SENSOR (5' WIDE)

16" CONCRETE PAVEMENT

16" CONCRETE PAVEMENT

20" CONCRETE PAVEMENT

20" CONCRETE PAVEMENT

14.5" CONCRETE PAVEMENT

ASPHALT

ASPHALT

16" CONCRETE PAVEMENT

14.5" CONCRETE PAVEMENT

34 32 30

AREA B

AREA A

AREA C

AREA I

AREA DAREA E

AREA HAREA G

AREA F

SHEET OF

W H

N R

O

W N x

M A

S O

N

G E

R

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D

C

B

A

S Y

M B

O L

D E

S C

R I P

T I O

N D

A T

E B

Y

D E

S

IG

N E

D B

Y

D W

N B

Y

C K

D B

Y

S U

B M

IT

TE

D B

Y

FI

LE

N A

M E

S

IZ

E : D

P

LO

T S

C A

LE

D A

TE

S O

LI

C

IT

A

TI

O

N N

O

C O

N

TR

A C

T N

O

C A

TE

G

O R

Y C

O D

E

P

LO

T D

A

TE

U . S

. A R

M Y

E N

G

IN

E E

R D

IS

TR

IC

T

C O

R P

S O

F E

N G

IN

E

E R

S S

A V

A N

N A

H D

IS

TR

IC

T

PLATE

REFERENCE

NUMBER

R J Z

C S d w g

READY TO ADVERTISE

CS117

G L Y

N N

M S

O U

L O

30 30 60

PLAN

NORTH

GENERAL NOTES

1.

2.

REFER TO CD SHEETS FOR DEMOLITION.

CONTRACTOR TO COORDINATE ALL OPERATIONS.

MAINTAIN JOINT SPACING OF EXISTING ADJACENT

SLABS TO REMAIN.

M A

T C

H L I N

E

S

G

A

T C

H L I N

E

S

MATCHLINE - SEE AREA E

LEGEND

CONSTRUCTION LIMITS

14.5" PORTLAND CEMENT

CONCRETE PAVING

16" PORTLAND CEMENT

CONCRETE PAVING

20" PORTLAND CEMENT

CONCRETE PAVING

HYDRANT FUEL PIT

CONSTRUCTION PHASE LINE.

REFER TO G SERIES SHEETS

FOR CONSTRUCTION PHASING.

SHEET NOTES

HYDRANT FUEL LINES. REFER TO MECHANICAL

SHEETS.

HYDRANT FUEL PIT. REFER TO DETAILS ON CS502.

PROVIDE 16" PORTLAND CEMENT CONCRETE PAVING.

PROVIDE 14.5" PORTLAND CEMENT CONCRETE

PAVING.

PROVIDE 20" PORTLAND CEMENT CONCRETE PAVING.

REINFORCE CONCRETE PANEL. REFER TO DETAIL A5,

SHEET CS500.

R E

V I S

C

O R

D A

N C

E

W

I T

H

A

M E

N D

M E

G A

U N

D E

R G

R O

U N

D

S

E C

U R

I T

Y

S

E N

S O

R

W

I D

E

U N

D E

R G

R O

U N

D

S

E C

U R

I T

Y

S

E N

S O

R

W

I D

E

C

P P

C

P P

R

C

P

16" CONCRETE PAVEMENT

16" CONCRETE PAVEMENT

20" CONCRETE PAVEMENT

ASPHALT

16" CONCRETE PAVEMENT

26 24 22

AREA B

AREA A

AREA C

AREA I

AREA DAREA E

AREA HAREA G

AREA F

SHEET OF

W H

N R

O

W N x

M A

S O

N

G E

R

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D

C

B

A

S Y

M B

O L

D E

S C

R I P

T I O

N D

A T

E B

Y

D E

S

IG

N E

D B

Y

D W

N B

Y

C K

D B

Y

S U

B M

IT

TE

D B

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FI

LE

N A

M E

S

IZ

E : D

P

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T S

C A

LE

D A

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S O

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C

IT

A

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O

N N

O

C O

N

TR

A C

T N

O

C A

TE

G

O R

Y C

O D

E

P

LO

T D

A

TE

U . S

. A R

M Y

E N

G

IN

E E

R D

IS

TR

IC

T

C O

R P

S O

F E

N G

IN

E

E R

S S

A V

A N

N A

H D

IS

TR

IC

T

PLATE

REFERENCE

NUMBER

R J Z

C S d w g

READY TO ADVERTISE

CS118

G L Y

N N

M S

O U

L O

30 30 60

PLAN

NORTH

GENERAL NOTES

1.

2.

REFER TO CD SHEETS FOR DEMOLITION.

CONTRACTOR TO COORDINATE ALL OPERATIONS.

MAINTAIN JOINT SPACING OF EXISTING ADJACENT

SLABS TO REMAIN.

M A

T C

H L I N

E

S

MATCHLINE - SEE AREA D

SHEET NOTES

HYDRANT FUEL LINES. REFER TO

MECHANICAL SHEETS.

HYDRANT FUEL PIT. REFER TO

DETAILS ON CS502.

PROVIDE 16" PORTLAND CEMENT

CONCRETE PAVING.

PROVIDE 20" PORTLAND CEMENT

CONCRETE PAVING.

REINFORCE CONCRETE PANEL.

REFER TO DETAIL A5, SHEET CS500.

LEGEND

CONSTRUCTION LIMITS

14.5" PORTLAND CEMENT

CONCRETE PAVING

16" PORTLAND CEMENT

CONCRETE PAVING

20" PORTLAND CEMENT

CONCRETE PAVING

HYDRANT FUEL PIT

CONSTRUCTION PHASE LINE.

REFER TO G SERIES SHEETS

FOR CONSTRUCTION PHASING.

R E

V I S

C

O R

D A

N C

E

W

I T

H

A

M E

N D

M E

G A

L

DJ

DJ

DJ

DJ

DJ

DJ

DJ

DJ

DJ

DJ

D J

D J

D J

D J

D J

D J

D J

D J

D J

D J

D J

D J

D J

D J

D J

D J

D J

D J

D J

D J

D J

UNDERGROUND SECURITY SENSOR (5' WIDE)

UNDERGROUND SECURITY SENSOR (5' WIDE)

U N

D E

R G

R O

U N

D

S

E C

U R

I T

Y

S

E N

S O

R

W

I D

E

U N

D E

R G

R O

U N

D

S

E C

U R

I T

Y

S

E N

S O

R

W

I D

E

34 32 30

SHEET OF

W H

N R

O

W N x

M A

S O

N

G E

R

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D

C

B

A

S Y

M B

O L

D E

S C

R I P

T I O

N D

A T

E B

Y

D E

S

IG

N E

D B

Y

D W

N B

Y

C K

D B

Y

S U

B M

IT

TE

D B

Y

FI

LE

N A

M E

S

IZ

E : D

P

LO

T S

C A

LE

D A

TE

S O

LI

C

IT

A

TI

O

N N

O

C O

N

TR

A C

T N

O

C A

TE

G

O R

Y C

O D

E

P

LO

T D

A

TE

U . S

. A R

M Y

E N

G

IN

E E

R D

IS

TR

IC

T

C O

R P

S O

F E

N G

IN

E

E R

S S

A V

A N

N A

H D

IS

TR

IC

T

PLATE

REFERENCE

NUMBER

R J Z

C S d w g

READY TO ADVERTISE

CS121

G L Y

N N

M S

O U

L O

30 30 60

PLAN

NORTH

SHEET NOTES

PROVIDE EXPANSION JOINT AT NEW HYDRANT

PITS. EXPANSION JOINT THICKENED EDGE

SHALL EXTEND 5 FEET OR TO NEAREST JOINT.

REFER TO DETAIL C5, SHEET CS501.

PROVIDE EXPANSION JOINT. REFER TO DETAIL

C5, SHEET CS501.

DOWELED CONSTRUCTION

JOINT. REFER TO DETAIL C3,

SHEET CS501.

SAWED TRANSVERSE

CONTRACTION JOINT. REFER

TO DETAIL C1, SHEET CS501.

REINFORCED CONCRETE

PAVEMENT. REFER TO DETAIL

A5, SHEET CS500.

CONSTRUCTION PHASE LINE.

REFER TO G SERIES SHEETS

FOR CONSTRUCTION PHASING.

LEGEND

DJ

R

GENERAL NOTES

1.

2.

REFER TO CD SHEETS FOR DEMOLITION.

CONTRACTOR TO COORDINATE ALL OPERATIONS.

MAINTAIN JOINT SPACING OF EXISTING ADJACENT

SLABS TO REMAIN.

R E

V I S

C

O R

D A

N C

E

W

I T

H

A

M E

N D

M E

G A

L

KhislavskiyG Stamp