1614696Amend0001dwg 2of4.pdf

CEP-176 BULKHEAD (806'-6")

EXIST. PIER 4

PIER 3 (1323'-6")

500'-0"

500'-0"

50'-0"

50'-0"

150'-0"

X X

X X X X

X X

175'+/-

C

CC

E E

E

E

E

E

EE

E

UTILITY SERVICES BUILDING UTILITY SERVICES BUILDING

GUARD

BOOTH

FFE=8.75'

GATEHOUSE

FFE=8.5'

X X X X X X X X X X

X

X

X X

X X

X X

X

X X

X X

X

X

X X

X X

XX X

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E

E

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E

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HYD D

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HYD F

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O W

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8" DI

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I

6" DI

WV

CO

WV

1.25" PVC

WV

WV

3R D

ST

RE

ET

B AVENUE

A AVENUE

100'-0"

CONTRACTOR PARKING

CONTRACTOR LAYDOWN

CE

P-

2 B

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KH

EA

D

BI

D

OP

TI

ON

(4

'-6

CE

P-

BU

LK

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AD

(2

'-1

PLAN

NORTH

SCALE:1" = 100'

CONSTRUCTION PHASE 5 - PLAN

LEGEND:

CONTRACT WORK IN CURRENT PHASE

PHASE 5: WORK LIMITS NOTES:

1. WORK INCLUDED IN THIS PHASE:

A. MAINTAIN TEMPORARY SECURITY PERIMETER ALONG THE

INDICATED PORTIONS OF CEP-176, PIER 3, AND THE AREA

WEST OF THE UTILITY SERVICES BUILDING.

B. CONTINUED CONSTRUCTION OF INDICATED PORTIONS OF

PERMANENT SECURITY PERIMETER.

C. DEMOLITION AND CONSTRUCTION OF CEP-102 BULKHEAD.

DEMOLITION AND CONSTRUCTION IN THE IMMEDIATE VICINITY

OF EXISTING PIER 3 IS RESTRICTED, SEE NOTE 1.D BELOW.

D. DEMOLISH EXISTING PIER 3. DEMOLITION CAN COMMENCE

AFTER COMPLETION OF GOVERNMENT'S RADIOLOGICAL

CONTAMINATION (RADCON) SURVEY. ALLOW SIX (6) MONTHS

AFTER COMPLETION OF PHASE 4 FOR RADCON SURVEY TO BE

COMPLETED.

E. DEMOLITION AND CONSTRUCTION OF UTILITIES, SITE WORK,

AND SOUTH RAMP TO CEP-176 AT THE HEAD OF EXISTING PIER

3.

2. THE TRANSITION FROM PHASE 5 TO PHASE 6 CORRESPONDS WITH

COMPLETION OF DEMOLISH EXISTING PIER 3. OBTAIN WRITTEN

NOTICE TO PROCEED TO PHASE 6 FROM THE CONTRACTING

OFFICER.

3. THE HATCHED AREA PROVIDES THE SPACE AVAILABLE TO THE

CONTRACTOR FOR LAYDOWN, OFFICES, MOORING OF BARGES, AND

CONSTRUCTION/DEMOLITION. THE LIMITS ARE DEFINED AS

FOLLOWS:

A. A MINIMUM OF 50 FT SOUTH FROM THE SOUTH FACE OF PIER

3.

B. A MAXIMUM OF 100 FT WEST FROM THE WEST END OF

EXISTING PIER 3.

C. A MINIMUM OF 500 FT NORTH FROM THE NORTH FACE OF

EXISTING PIER 2 EXCEPT AS NOTED IN 3.D.

D. A MAXIMUM OF 150 FT WEST FROM THE FACE OF EXISTING

CEP-102 BULKHEAD AND THE PARKING LOT BETWEEN

EXISTING CEP-102 BULKHEAD AND 3RD STREET WITHIN THE

NORTH-SOUTH LIMITS OF 3.C.

4. MOVEMENT OF CONTRACTOR BARGES, TUGS, AND OTHER SERVICE

CRAFT WILL REQUIRE COORDINATION WITH CONTRACTING

OFFICER.

5. THE ENTIRE SLIP BETWEEN THE CONTRACTOR'S AVAILABLE SPACE

AND THE NORTH SIDE OF PIER 2 WILL BE ACTIVELY USED BY THE

NAVY FOR VESSEL (I.E., SHIPS, BARGES, AND OTHER WATERCRAFT)

MOVEMENT AND BERTHING THROUGHOUT THE DURATION OF THE

PHASE.

6. EXISTING PIERS 2 AND 4 AND THE NORTH SIDE OF PIER 3 / CEP-176

BULKHEAD MUST REMAIN IN OPERATION. THE CONTRACTOR MUST

ENSURE UNIMPEDED PERSONNEL, VEHICULAR, AND MOBILE CRANE

ACCESS TO AND ALONG EXISTING PIERS 2 AND 4 AND PIER 3 /

CEP-176 BULKHEAD. FULL UTILITY SERVICES MUST REMAIN IN

OPERATION ALONG EXISTING PIERS 2 AND 4 AND PIER 3 / CEP-176

BULKHEAD.

7. CEP-176 BULKHEAD, PIER 3, UTILITY SERVICES BUILDING, GUARD

BOOTH, INDICATED PORTION OF THE PERMANENT SECURITY

PERIMETER, FLOATING SECURITY BARRIER, THE INDICATED

PORTION OF CEP-102 BULKHEAD, REFRIGERATOR CONCRETE PAD,

DUMPSTER ENCLOSURE, AND THE PROVISIONS FOR SECURITY AND

BERTHING OPERATIONS ARE SUBSTANTIALLY COMPLETE AND ARE

ACCEPTED BY AND TURNED OVER TO THE GOVERNMENT.

PH

AS

IN

G

PL

AN

PH

AS

E

BWT BWT MLC

AS NOTED

12828967

G-125

200'0 100'

AREA AVAILABLE TO CONTRACTOR IN

CURRENT PHASE

EXIST. PIER 3, SEE NOTE 1.D

PIER 3, SEE NOTE 7

CEP-176 BULKHEAD, SEE NOTE 7

GUARD BOOTH, SEE NOTE 7

PERMANENT SECURITY

PERIMETER CONSTRUCTION,

SEE NOTE 1.B

PERMANENT SECURITY

PERIMETER CONSTRUCTION,

SEE NOTE 1.B

CEP-102 BULKHEAD, SEE NOTE 7 UTILITY SERVICES BUILDING,

SEE NOTE 7

PERMANENT SECURITY

PERIMETER, SEE NOTE 7

TEMPORARY SECURITY BARRIER,

SEE NOTE 1.A

TEMPORARY SECURITY

BARRIER, SEE NOTE 1.A

CEP-102 BULKHEAD DEMOLITION

AND CONSTRUCTION, SEE NOTE

1.C

DEMOLITION AND CONSTRUCTION OF

UTILITIES, SITE WORK, AND SOUTH RAMP

TO CEP-176 BULKHEAD, SEE NOTE 1.E

EXIST. PIER 2, SEE NOTE 6

FLOATING SECURITY

BARRIER, SEE NOTE 7

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

DLB

CONCRETE REFRIGERATOR

PAD, SEE NOTE 7

DUMPSTER ENCLOSURE,

SEE NOTE 7

CEP-102 BULKHEAD BID OPTION

BID OPTION GENERAL NOTES:

1. ALL WORK SHOWN IS BASE BID UNLESS IDENTIFIED

AS A BID OPTION.

2. WORK ASSOCIATED WITH THE DEMOLITION AND

CONSTRUCTION OF CEP-102 BEYOND 216'-1" FROM

EDGE OF NEW PIER 3 IS BID OPTION

BW

T

B

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NS

/10

/20

UTILITY SERVICES BUILDING UTILITY SERVICES BUILDING

GUARD

BOOTH

FFE=8.75'

GATEHOUSE

FFE=8.5'

X X X X X X X X X X

X

X

X X

X X

X X

X

X X

X X

X

X

X X

X X

XX X

X

E

E

C

C

C

E

E

C

E

E

E

CEP-176 BULKHEAD (806'-6")

EXIST. PIER 4

PIER 3 (1323'-6")

500'-0"

500'-0"

50'-0"

50'-0"

150'-0"

X X

X X X X

X X

C

CC

E E

E

E

E

E

EE

E

EXIST. PIER 3

3R D

ST

RE

ET

B AVENUE

A AVENUE

W

WV

HYD D

WV

OW

HYD E WV

WV

W W W

W

HYD B

WVWV

W

HYD F

WV

HYD AWV

W

HYD C

WV

SS

SS SS

S

S

S

O W

OW

OW

OW

S

CO

W

8" DI

" D

I

6" DI

WV

CO

WV

1.25" PVC

WV

WV

100'-0"

CONTRACTOR PARKING

CONTRACTOR LAYDOWN

CE

P-

2 B

UL

KH

EA

D

BI

D

OP

TI

ON

(4

'-6

CE

P-

BU

LK

HE

AD

(2

'-1

PLAN

NORTH

SCALE:1" = 100'

CONSTRUCTION PHASE 6 - PLAN

LEGEND:

CONTRACT WORK IN CURRENT PHASE

PHASE 6: WORK LIMITS NOTES:

1. WORK INCLUDED IN THIS PHASE:

A. MAINTAIN TEMPORARY SECURITY PERIMETER ALONG THE

INDICATED PORTIONS OF CEP-176, PIER 3, AND THE AREA WEST

OF THE UTILITY SERVICES BUILDING.

B. CONTINUED CONSTRUCTION OF PERMANENT SECURITY

PERIMETER.

C. CONTINUED CONSTRUCTION AND DEMOLITION OF CEP-102

BULKHEAD.

D. DREDGING FOR CEP-102 BULKHEAD AND FOOTPRINT OF

DEMOLISHED PIER 3.

E. CONTINUED DEMOLITION AND CONSTRUCTION OF UTILITIES,

SITE WORK, AND SOUTH RAMP TO CEP-176 AT THE HEAD OF

EXISTING PIER 3.

2. THE TRANSITION FROM PHASE 6 TO PHASE 7 CORRESPONDS WITH

SUBSTANTIAL COMPLETION OF THE INDICATED PORTIONS OF THE

PERMANENT SECURITY BARRIER, CEP-102 BULKHEAD, DREDGING

OPERATIONS, AND UTILITIES, SITE WORK, AND SOUTH RAMP TO

CEP-176 AT THE HEAD OF EXISTING PIER 3.

3. THE HATCHED AREA PROVIDES THE SPACE AVAILABLE TO THE

CONTRACTOR FOR LAYDOWN, OFFICES, MOORING OF BARGES, AND

CONSTRUCTION/DEMOLITION. THE LIMITS ARE DEFINED AS FOLLOWS:

A. A MINIMUM OF 50 FT SOUTH FROM THE SOUTH FACE OF PIER 3.

B. A MAXIMUM OF 100 FT WEST FROM THE WEST END OF

DEMOLISHED PIER 3.

C. A MINIMUM OF 500 FT NORTH FROM THE NORTH FACE OF

EXISTING PIER 2 EXCEPT AS NOTED IN 3.D.

D. A MAXIMUM OF 150 FT WEST FROM THE FACE OF EXISTING

CEP-102 BULKHEAD AND THE PARKING LOT BETWEEN EXISTING

CEP-102 BULKHEAD AND 3RD STREET WITHIN THE NORTH-SOUTH

LIMITS OF 3.C.

4. MOVEMENT OF CONTRACTOR BARGES, TUGS, AND OTHER SERVICE

CRAFT WILL REQUIRE COORDINATION WITH CONTRACTING OFFICER.

5. THE ENTIRE SLIP BETWEEN THE CONTRACTOR'S AVAILABLE SPACE

AND THE NORTH SIDE OF PIER 2 WILL BE ACTIVELY USED BY THE

NAVY FOR VESSEL (I.E., SHIPS, BARGES, AND OTHER WATERCRAFT)

MOVEMENT AND BERTHING THROUGHOUT THE DURATION OF THE

PHASE.

6. EXISTING PIERS 2 AND 4 AND THE NORTH SIDE OF PIER 3 / CEP-176

BULKHEAD MUST REMAIN IN OPERATION. THE CONTRACTOR MUST

ENSURE UNIMPEDED PERSONNEL, VEHICULAR, AND MOBILE CRANE

ACCESS TO AND ALONG EXISTING PIERS 2 AND 4 AND PIER 3 / CEP-176

BULKHEAD. FULL UTILITY SERVICES MUST REMAIN IN OPERATION

ALONG EXISTING PIERS 2 AND 4 AND PIER 3 / CEP-176 BULKHEAD.

7. CEP-176 BULKHEAD, PIER 3, UTILITY SERVICES BUILDING, GUARD

BOOTH, INDICATED PORTION OF THE PERMANENT SECURITY

PERIMETER, FLOATING SECURITY BARRIER, THE INDICATED PORTION

OF CEP-102 BULKHEAD, REFRIGERATOR CONCRETE PAD, DUMPSTER

ENCLOSURE, AND THE PROVISIONS FOR SECURITY AND BERTHING

OPERATIONS ARE SUBSTANTIALLY COMPLETE AND ARE ACCEPTED BY

AND TURNED OVER TO THE GOVERNMENT.

PH

AS

IN

G

PL

AN

PH

AS

E

BWT BWT MLC

AS NOTED

12828968

G-126

200'0 100'

AREA AVAILABLE TO CONTRACTOR IN

CURRENT PHASE

PIER 3, SEE NOTE 7

CEP-176 BULKHEAD, SEE NOTE 7

GUARD BOOTH, SEE NOTE 7

PERMANENT SECURITY

PERIMETER CONSTRUCTION,

SEE NOTE 1.B

PERMANENT SECURITY

PERIMETER CONSTRUCTION,

SEE NOTE 1.B

CEP-102 BULKHEAD, SEE NOTE 7

PERMANENT SECURITY

PERIMETER, SEE NOTE 7

TEMPORARY SECURITY BARRIER,

SEE NOTE 1.A

TEMPORARY SECURITY

BARRIER, SEE NOTE 1.A

DEMOLITION AND CONSTRUCTION OF

UTILITIES, SITE WORK, AND SOUTH

RAMP TO CEP-176 BULKHEAD, SEE

NOTE 1.E

CEP-102 BULKHEAD DEMOLITION

AND CONSTRUCTION, SEE NOTE

1.C

DREDGING AT EXISTING PIER 3,

CEP-102 BULKHEAD AND CEP-102

BULKHEAD BID OPTION, SEE NOTE 1.D

EXIST. PIER 2, SEE NOTE 6EXIST. PIER 2, SEE NOTE 6

FLOATING SECURITY

BARRIER, SEE NOTE 7

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CONSTR. CONTR. NO.

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DES DRW

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C R

IP

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P P

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

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CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

DLB

UTILITY SERVICES BUILDING,

SEE NOTE 7

CONCRETE REFRIGERATOR

PAD, SEE NOTE 7

DUMPSTER ENCLOSURE,

SEE NOTE 7

CEP-102 BULKHEAD BID OPTION

BID OPTION GENERAL NOTES:

1. ALL WORK SHOWN IS BASE BID UNLESS IDENTIFIED

AS A BID OPTION.

2. WORK ASSOCIATED WITH THE DEMOLITION AND

CONSTRUCTION OF CEP-102 BEYOND 216'-1" FROM

EDGE OF NEW PIER 3 IS BID OPTION

B

ID

O

PT

IO

NS

/10

PIER 3 (1323'-6")

X X

X X X X

X X

C

CC

E E

E

E

E

E

EE

E

X X X X X X X X X X

X

X

X X

X X

X X

X

X X

X X

X

X

X X

X X

XX X

X

E

E

C

C

C

E

E

C

E

E

E

UTILITY SERVICES BUILDING UTILITY SERVICES BUILDING

GUARD

BOOTH

FFE=8.75'

GATEHOUSE

FFE=8.5'

W

WV

HYD D

WV

OW

HYD E WV

WV

W W W

W

HYD B

WVWV

W

HYD F

WV

HYD AWV

W

HYD C

WV

SS

SS SS

S

S

S

O W

OW

OW

OW

S

CO

W

8" DI

" D

I

6" DI

WV

CO

WV

1.25" PVC

WV

WV

3R D

ST

RE

ET

B AVENUE

A AVENUE

100'-0" 100'-0"

CONTRACTOR PARKING

CONTRACTOR LAYDOWN

CE

P-

2 B

UL

KH

EA

D

BI

D

OP

TI

ON

(4

'-6

CE

P-

BU

LK

HE

AD

(2

'-1

PLAN

NORTH

SCALE:1" = 100'

CONSTRUCTION PHASE 7 - PLAN

LEGEND:

CONTRACT WORK IN CURRENT PHASE

PHASE 7: WORK LIMITS NOTES:

1. WORK INCLUDED IN THIS PHASE:

A. MAINTAIN TEMPORARY SECURITY PERIMETER ALONG THE

INDICATED PORTIONS OF CEP-176, PIER 3, AND THE AREA

WEST OF THE UTILITY SERVICES BUILDING.

B. CONSTRUCTION OF REMAINING PIER 3 PERMANENT SECURITY

PERIMETER. CONSTRUCTION OF THE POP-UP BARRIERS MUST

OCCUR ONE AT A TIME TO MAINTAIN ONE LANE OF TRAFFIC.

C. CONSTRUCTION OF SECURITY ENCLAVE ENTRANCE.

CONSTRUCTION OF THE POP-UP BARRIERS, GATEHOUSE, AND

CANOPY MUST BE SEQUENCED TO MAINTAIN ONE LANE OF

TRAFFIC.

D. DEMOLITION AND CONSTRUCTION OF EXISTING PARKING LOT

AND DRIVE AISLES. WORK IS LIMITED TO ONLY TWO EXISTING

ROWS OF PARKING AT A TIME.

E. DEMOLITION OF TEMPORARY SECURITY BARRIERS AT THE

ENTRANCE TO EXISTING PIER 4.

2. THE TRANSITION FROM PHASE 7 TO PHASE 8 CORRESPONDS WITH

SUBSTANTIAL COMPLETION AND CONTRACTING OFFICER

ACCEPTANCE OF THE WORK WITHIN PHASE 7. LIMITED NOTICE TO

PROCEED TO PHASE 8 MAY BE PROVIDED UPON ACCEPTANCE OF

PIER 3 PERMANENT SECURITY PERIMETER AND SECURITY ENCLAVE

ENTRANCE.

3. THE HATCHED AREA PROVIDES THE SPACE AVAILABLE TO THE

CONTRACTOR FOR LAYDOWN, OFFICES, AND

CONSTRUCTION/DEMOLITION. THE LIMITS ARE DEFINED AS

FOLLOWS:

A. A 100 FT BY 100 FT AREA IMMEDIATELY ADJACENT TO THE

SECURITY ENCLAVE ENTRANCE.

4. EXISTING PIERS 2 AND 4, PIER 3 / CEP-176 BULKHEAD, AND CEP-102

BULKHEAD MUST REMAIN IN OPERATION. THE CONTRACTOR MUST

ENSURE UNIMPEDED PERSONNEL, VEHICULAR, AND MOBILE CRANE

ACCESS TO AND ALONG EXISTING PIERS 2 AND 4, PIER 3 / CEP-176

BULKHEAD, AND CEP-102 BULKHEAD. FULL UTILITY SERVICES MUST

REMAIN IN OPERATION ALONG EXISTING PIERS 2 AND 4 AND PIER 3 /

CEP-176 BULKHEAD.

5. CEP-176 BULKHEAD, PIER 3, UTILITY SERVICES BUILDING, GUARD

BOOTH, INDICATED PORTION OF THE PERMANENT SECURITY

PERIMETER, FLOATING SECURITY BARRIER, CEP-102 BULKHEAD,

REFRIGERATOR CONCRETE PAD, DUMPSTER ENCLOSURE, AND THE

PROVISIONS FOR SECURITY AND BERTHING OPERATIONS ARE

SUBSTANTIALLY COMPLETE AND ARE ACCEPTED BY AND TURNED

OVER TO THE GOVERNMENT.

PH

AS

IN

G

PL

AN

PH

AS

E

BWT BWT MLC

AS NOTED

12828969

G-127

200'0 100'

AREA AVAILABLE TO CONTRACTOR IN

CURRENT PHASE

PIER 3, SEE NOTE 5

CEP-176 BULKHEAD, SEE NOTE 5

GUARD BOOTH, SEE NOTE 5

SUBSTANTIALLY COMPLETE

PORTION OF PERMANENT

SECURITY PERIMETER, SEE

NOTE 5

SUBSTANTIALLY COMPLETE

PORTION OF PERMANENT

SECURITY PERIMETER, SEE

NOTE 5

UTILITY SERVICES BUILDING,

SEE NOTE 5

PERMANENT SECURITY

PERIMETER, SEE NOTE 5

TEMPORARY SECURITY BARRIER,

SEE NOTE 1.A

CEP-102

BULKHEAD, SEE

NOTE 5

REMAINING PIER 3

PERMANENT

SECURITY PERIMETER

CONSTRUCTION, SEE

NOTE 1.B

SECURITY ENCLAVE ENTRANCE

CONSTRUCTION, SEE NOTE 1.C

DEMOLITION AND

CONSTRUCTION OF EXISTING

PARKING LOT AND DRIVE

AISLES, SEE NOTE 1.D

TEMPORARY SECURITY

BARRIER, SEE NOTE 1.A

DEMOLITION OF TEMPORARY

SECURITY BARRIERS FOR EXISTING

PIER 4, SEE NOTE 1.E

FLOATING SECURITY

BARRIER, SEE NOTE 5

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D A

TE

A

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R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

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IN

E P

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CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

DLB

CONCRETE REFRIGERATOR

PAD, SEE NOTE 5

DUMPSTER ENCLOSURE,

SEE NOTE 5

DEMOLITION AND

CONSTRUCTION OF

SITE FEATURES

AISLES, SEE NOTE 1.D

CEP-102 BULKHEAD BID OPTION

BID OPTION GENERAL NOTES:

1. ALL WORK SHOWN IS BASE BID UNLESS IDENTIFIED

AS A BID OPTION.

2. WORK ASSOCIATED WITH THE DEMOLITION AND

CONSTRUCTION OF CEP-102 BEYOND 216'-1" FROM

EDGE OF NEW PIER 3 IS BID OPTION

B

ID

O

PT

IO

NS

/10

PIER 3 (1323'-6")

X X

X X X X

X X

X X X X X X X X X X

X

X

X X

X X

X X

X

X X

X

X

X X

X X

XX X

X

E

E

C

C

C

E

E

C

E

E

C

CC

E E

E

E

E

E

EE

E

C

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E

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E

E

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E

X X X X X X X X X X

X

X

X X

X X

X X

X

X X

X

X

X X

X X

XX X

X

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C

C

C

E

E

C

E

E

UTILITY SERVICES BUILDING UTILITY SERVICES BUILDING

GUARD

BOOTH

FFE=8.75'

GATEHOUSE

FFE=8.5'

CONTRACTOR PARKING

CONTRACTOR LAYDOWN

CE

P-

2 B

UL

KH

EA

D

BI

D

OP

TI

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(4

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CE

P-

BU

LK

HE

AD

(2

'-1

PLAN

NORTH

SCALE:1" = 100'

CONSTRUCTION PHASE 8 - PLAN

LEGEND:

CONTRACT WORK IN CURRENT PHASE

PHASE 8: WORK LIMITS NOTES:

1. WORK INCLUDED IN THIS PHASE:

A. DEMOLITION OF TEMPORARY SECURITY PERIMETER ALONG

THE INDICATED PORTIONS OF CEP-176, PIER 3, AND THE AREA

WEST OF THE UTILITY SERVICES BUILDING. WORK WILL OCCUR

WITHIN THE PIER 3 SECURITY PERIMETER. COORDINATE

ACCESS WITH THE CONTRACTING OFFICER.

2. EXISTING PIERS 2 AND 4, PIER 3 / CEP-176 BULKHEAD, AND CEP-102

BULKHEAD MUST REMAIN IN OPERATION. THE CONTRACTOR MUST

ENSURE UNIMPEDED PERSONNEL, VEHICULAR, AND MOBILE CRANE

ACCESS TO AND ALONG EXISTING PIERS 2 AND 4, PIER 3 / CEP-176

BULKHEAD, AND CEP-102 BULKHEAD. FULL UTILITY SERVICES MUST

REMAIN IN OPERATION ALONG EXISTING PIERS 2 AND 4 AND PIER 3 /

CEP-176 BULKHEAD.

3. CEP-176 BULKHEAD, PIER 3, UTILITY SERVICES BUILDING, GUARD

BOOTH, GATEHOUSE, CANOPY, THE PERMANENT SECURITY

PERIMETER, SECURITY ENCLAVE ENTRANCE, FLOATING SECURITY

BARRIER, REFRIGERATOR CONCRETE PAD, DUMPSTER ENCLOSURE,

AND CEP-102 BULKHEAD ARE SUBSTANTIALLY COMPLETE AND ARE

ACCEPTED BY AND TURNED OVER TO THE GOVERNMENT.

PH

AS

IN

G

PL

AN

PH

AS

E

BWT BWT MLC

AS NOTED

12828970

G-128

200'0 100'

PIER 3, SEE NOTE 3

CEP-176 BULKHEAD, SEE NOTE 3

GUARD BOOTH, SEE NOTE 3

PERMANENT SECURITY

PERIMETER, SEE NOTE 3

PERMANENT SECURITY

PERIMETER, SEE NOTE 3

UTILITY SERVICES BUILDING,

SEE NOTE 3

PERMANENT

SECURITY PERIMETER,

SEE NOTE 3

TEMPORARY SECURITY BARRIER

DEMOLITION, SEE NOTE 1.A

CEP-102

BULKHEAD,

SEE NOTE 3

SECURITY ENCLAVE

ENTRANCE, SEE NOTE 3

TEMPORARY SECURITY BARRIER

DEMOLITION, SEE NOTE 1.A

FLOATING SECURITY

BARRIER, SEE NOTE 3

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

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N O

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CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

DLB

CONCRETE REFRIGERATOR

PAD, SEE NOTE 3

DUMPSTER ENCLOSURE,

SEE NOTE 3

CEP-102 BULKHEAD BID OPTION

BID OPTION GENERAL NOTES:

1. ALL WORK SHOWN IS BASE BID UNLESS IDENTIFIED

AS A BID OPTION.

2. WORK ASSOCIATED WITH THE DEMOLITION AND

CONSTRUCTION OF CEP-102 BEYOND 216'-1" FROM

EDGE OF NEW PIER 3 IS BID OPTION

B

ID

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S Y

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C R

IP

TI

O N

D A

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

N

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N A

V A

L S

TA

TI

O N

N O

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FO

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CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

026433

NC FIRM LICENSE NO. F-0105

PLAN

NORTH

SCALE: 1" = 20'

ENLARGED BERTHING PLAN (BOW-OUT)

NOTES:

1. MOORING LAYOUT SLIGHTLY MODIFIED FROM SHORE SUPPORT

HANDBOOK, FIGURE 3-7 IN ORDER TO ACCOMMODATE PIER

GEOMETRY.

2. PRVT = PRESSURE RELIEF VALVE TESTING.

3. PERSONNEL AND UTILITY BROWS NOT SHOWN, BUT CAN BE PLACED

AS NEEDED TO ACCESS SUBMARINES.

4. PRVT TRAVEL ZONE SHOWN FOR REFERENCE ONLY. NO STRIPING

REQUIRED IN THIS AREA.

UTILITY BOOM, TYP

COMPOSITE CAMEL (COMPOSITE CAMEL

BID OPTION @ BERTHS 1, 4 & 6), TYP, SEE

241'-5"

C/C DISTANCE BETWEEN CAMEL

157'-7"

C/C DISTANCE BETWEEN CAMEL

55'-0", TYP

PRVT TRAILER ZONEPRVT TRAILER ZONE

PRVT TRAILER ZONEPRVT TRAILER ZONE

'-0

2'-6"

2'-6"

CAMEL FENDER PLACEMENT ZONE, TYPICAL @ EACH BERTH (345'-4")FENDER PILES @ 8'-0" O.C. FENDER PILES @ 8'-0" O.C.

50 TON DOUBLE BITT, TYP

96'-6"

96'-6"

EN

LA

RG

ED

B

ER

TH

IN

G

PL

AN

(B

OW

-O

UT

BA/AC WBT PRG

AS NOTED

12828971

G-401

NBJ

FENDER PILE, TYP

ELECTRICAL

SUBSTATION, TYP

40'10'0 20'G-111

FIRE LANE

SUBMARINE MOORING LINE, TYP

COMPOSITE

CAMEL, TYP, SEE C1

SS550

BID OPTION GENERAL NOTE:

ALL WORK SHOWN SHALL BE PERFORMED AS A PART OF

THE BASE BID, UNLESS IDENTIFIED AS A BID OPTION OR

OTHERWISE NOTED.

C1

SS550

BI

D

OP

TI

ON

S 9/

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DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -0

R

E P

LA

C

E S

U B

M A

R

IN

E P

IE

R

N

A V

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S

TA

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1614696

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DSN

N

AV

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F

AC

IL

IT

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S

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CHIEF ENG/ARCH

FIRE PROTECTION

GEOFFREY R. MOSS

DIRECTOR OF WARFARE REQUIREMENTS

SUBMARINE FORCES ATLANTIC

03/05/2021

JAMES E. DONAHUE, R.A.

SRETNIW.EELEKI

M

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

026433

NC FIRM LICENSE NO. F-0105

PLAN

NORTH

SCALE: 1" = 20'

ENLARGED BERTHING PLAN (BOW-IN)

NOTES:

241'-5"

C/C DISTANCE BETWEEN CAMEL

157'-7"

C/C DISTANCE BETWEEN CAMEL

55'-0", TYP

PRVT TRAILER ZONEPRVT TRAILER ZONE

PRVT TRAILER ZONEPRVT TRAILER ZONE

CAMEL FENDER PLACEMENT ZONE, TYPICAL @ EACH BERTH (345'-4")FENDER PILES @ 8'-0" O.C. FENDER PILES @ 8'-0" O.C.

50 TON DOUBLE BITT, TYP

96'-6"

96'-6"

FENDER PILE, TYP

UTILITY BOOM, TYP

'-0

2'-6"

2'-6"

EN

LA

RG

ED

B

ER

TH

IN

G

PL

AN

(B

OW

-IN

BA/AC WBT PRG

AS NOTED

12828972

G-402

NBJ

ELECTRICAL

SUBSTATION, TYP

40'10'0 20'G-112

FIRE LANE

SUBMARINE MOORING LINE, TYP

1. MOORING LAYOUT SLIGHTLY MODIFIED FROM SHORE SUPPORT

HANDBOOK, FIGURE 3-7 IN ORDER TO ACCOMMODATE PIER

GEOMETRY.

2. PRVT = PRESSURE RELIEF VALVE TESTING.

3. PERSONNEL AND UTILITY BROWS NOT SHOWN, BUT CAN BE PLACED

AS NEEDED TO ACCESS SUBMARINES.

4. PRVT TRAVEL ZONE SHOWN FOR REFERENCE ONLY. NO STRIPING

REQUIRED IN THIS AREA.

COMPOSITE CAMEL (COMPOSITE CAMEL

BID OPTION @ BERTHS 1, 4 & 6), TYP, SEE C1

SS550

COMPOSITE

CAMEL, TYP, SEE C1

SS550

BID OPTION GENERAL NOTE:

ALL WORK SHOWN SHALL BE PERFORMED AS A PART OF

THE BASE BID, UNLESS IDENTIFIED AS A BID OPTION OR

OTHERWISE NOTED.

BI

D

OP

TI

ON

S 9/

/2

M

EW

2021-09-10T16:06:33-0400

2021-09-10T16:06:56-0400

2021-09-10T16:06:47-0400

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