Amendment 8 -General.pdf

GENERAL NOTES

9 5

GENERAL NOTES

9 5

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LBT / LBL

EJA

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

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AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

SCALE: 1"=300'

OVERALL PLAN

EXISTING

BOAT HOUSE

B

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B

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B

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MAIN GATE

GATE 2

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C H A N N E L

KITTERY

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G-101

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EXISTING

FLOATING BARRIER

B A C K

PROJECT LIMITS

B E

R

TH

HENDERSON POINT

PRISON SITE

FLOATING BATCH PLANT

TEMPORARY ASW

END STATE OF

SECURITY BARRIER

BUILDING 191

BUILDING 13

PRISON ANNEX

12822977

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BERTH 11B

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DRY DOCK NO. 1E

DRY DOCK NO. 1N

DRY DOCK NO. 1W

SOUTH CLOSURE WALL

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PLAN

NORTH

GENERAL PLAN

SCALE: 1" = 50'

1" = 50'

50' 0 50' 100'

MAJOR WORK ITEMS:

PUMP STATION

CENTER WALL

CRANE RAILS

42" STORM DRAIN OUTFALL

WHEELER LAYDOWN AREA

CAISSONS (2)

DRY DOCK NO. 1N ENTRANCE STRUCTURE

NORTH DOCKWALL

SOUTH DOCKWALL

UTILITY ENCLOSURE

RECONSTRUCTED CRANE RAIL AT TURNOUT

DEWATERING/DRAINAGE OUTLET

SECTIONALIZER CABINET

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DRAWFORM REVISION: 07 AUG 2018

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LBT / LBL

EJA

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

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SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

G-102

G E

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VOLTAGE REGULATOR ENCLOSURE

15 KV PAD MOUNTED SWITCHES

1.5 MW GENERATORS

500 KW PAD MOUNTED GENERATOR

TRANSPORTABLE SUBSTATION

16-OUTLET HOTEL SERVICE (SHORE POWER OUTLETS)

PIDC (PROPORTIONAL INTEGRAL DERIVATIVE CONTROLLER) AREA

FRAC TANK

NITROGEN TANKS

12822978

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SUPERFLOOD BASIN

BERTH 11C

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P-310 - NOSSA IBD

FRAGMENTATION

EXISTING WEST CLOSURE WALL

EXISTING DD1W

ENTRANCE STRUCTURE

EXISTING SOUTH

CLOSURE WALLPISCATAQUA RIVER

FEDERAL CHANNEL

TEMPORARY

ASW ENCLOSURE

P-310 - BLASTING SUPPORT BARGES

BARGED MOUNTED BATCH PLANT

AND SUPPORT BARGES

BUOYANCY CANS

(SEE NOTE 10)

TRAILERS ONLY

(SEE NOTE 12)

RELOCATION

OF FACILITIES

(SEE NOTE 11)

B

E

R

SEE SHEET G106 FOR PHASING

AT CRANE RAIL TURNOUT

CRANE RAIL TURNOUT

SEE SHEET G106 FOR

TEMPORARY

DEWATERING/DRAINAGE

REQUIREMENTS FOR DD1E

DD1E

BERTH 11A

BERTH 1

2-30" TEMPORARY

DEWATERING DISCHARGES

2 TEMPORARY EMERGENCY DEWATERING

PUMPS WITHIN DD1 NORTH SUMP

5 TEMPORARY DRAINAGE PUMPS, 4 PRIMARY

AND 1 STANDBY LOCATED WITHIN THE

EXISTING DRY DOCK 1 WET WELL

SINGLE COMMON 24" TEMPORARY

DISCHARGE PIPE FROM DRAINAGE

PUMPS. INSTALL PIPING THROUGH NORTH

SUMP GRATING AND UP ALONG WALL

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DRAWFORM REVISION: 07 AUG 2018

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N

D

C

K

LBT / LBL

EJA

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

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SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

G105

12822981

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1. OPTION FOR CONTRACTOR ENCLAVE WILL REQUIRE THE FOLLOWING INSTALLATION:

A. INSTALL CIA FENCE ACROSS BERTH 1 AND 2

B. INSTALL CIA FENCE ALONG BERTH 11 AREA

C. INSTALL REVERSE TURNSTILES AT BERTH 11. AND BERTH 1 TO ALLOW ACCESS IN

AND OUT OF THE AREA

D. INSTALL FOUR TRUCK/CRANE OPENINGS IN THE FENCE AT BERTH 1, BERTH 2,

DRY DOCK 1 AND BERTH 11B

E. INSTALL NON CIA TURNSTILE AND FERRY LANDING AS SHOWN

2. COORDINATION WITH THE P-310 CONTRACTOR AND CONTRACTING OFFICER WILL BE REQUIRED FOR

INSTALLATION OF THE CIA FENCE AND FERRY LANDING. ACCESS TO CERTAIN AREAS DURING THIS TIMEFRAME

WILL BE PERMITTED.

3. REFER TO SHEET G106 FOR ENLARGEMENT OF CRANE RAIL TURNOUT AND DDIE FOR REQUIRED WORK

4. TEMPORARY BARGE MOUNTED CONCRETE BATCH PLANT AND SUPPORT BARGES AT BERTH 2A

5. DEMOLITION AND UTILITY INSTALLATION AT CRANE RAIL TURNOUT, REFER TO SHEET G-106 FOR MORE DETAILS

6. HENDERSON POINT SITE DEVELOPMENT AND OTHER NON-CIA AREAS.

PHASE 1 WORK ELEMENTS AND NOTES:

DURATION: CONTRACT NTP - FEB 2022

PLAN

NORTH

PHASE 1 CONSTRUCTION PHASING

DURING BLASTING OPERATIONS

SCALE: 1" = 70'

1. NO IN WATER NOISE GENERATING WORK UNTIL MARCH 2022. WORK THAT DOES NOT

PRODUCE NOISE MAYBE PREFORMED IN AREAS IDENTIFIED AS "WATERSIDE AREAS

AVAILABLE FOR STAGING AND CONSTRUCTION"

2. P-310 BLASTING WITHIN THE SUPERFLOOD BASIN; NOSSA RESTRICTIONS WILL BE IN PLACE.

NO WORK WITHIN ARCS SHOWN DURING BLASTING DAYS. BLASTING ANTICIPATED TO BE

COMPLETED IN DECEMBER 2021. BLASTING IS ANTICIPATED TO OCCUR 6 DAYS A WEEK.

CONTRACTOR WILL BE PROVIDED SCHEDULE OF BLASTING UPON AWARD.

RESTRICTIONS

USE BY OTHER CONTRACTS

WATERSIDE AREAS AVAILABLE

FOR STAGING

LEGEND:

FERRY LANDING

AREAS & ELEMENTS ACCESSIBLE

FOR CONSTRUCTION

CIA FENCE

CIA TURNSTILE

NON CIA TURNSTILE

GATE FOR TRUCK/

CRANE/TRAIN ACCESS

X

FIRE LANES

LIMITED OR NO ACCESS FOR

CONTRACTOR SUBJECT TO NOSSA

RESTRICTIONS

FULL SHIPYARD CRANE RAIL USE

A

M E

N D

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P-310 - NOSSA IBD OVERPRESSURE

BUOYANCY CANS

(SEE NOTE 10 ON

SHEET G105)

RELOCATION OF FACILITIES

BY GOVERNMENT

(SEE NOTE 1)

AC/DC ELECTRIC

RELOCATION

P-310 - NOSSA

IBD FRAGMENTATION

FRESH WATER RELOCATION

HIGH PRESSURE STEAM &

COMPRESSED AIR RELOCATION

NEW DRAINAGE

REPLACEMENT OF

EXISTING FRESH WATER

UPGRADE OF EXISTING

COMPRESSED AIR & HIGH

PRESSURE STEAM

TEMPORARY ASW ROUTING

CRANE RAIL TURNOUT

DD1E

3 SUBMERSIBLE TEMPORARY DEWATERING

PUMPS MOUNTED ON A TEMPORARY SKID.

INSTALLED DURING TESTING AND

CERTIFICATION AND FOR ALL VESSEL

EVOLUTIONS, SEE NOTE 10B

EXISTING

HYDRANT NO. 40

EXISTING GATE

VALVE NO. 1732

EXISTING GATE

VALVE NO. 1643

3-30" TEMPORARY DEWATERING

DISCHARGE PIPES

2-30" TEMPORARY DEWATERING

DISCHARGES

2 TEMPORARY EMERGENCY DEWATERING

PUMPS WITHIN DD1 NORTH SUMP

5 TEMPORARY DRAINAGE PUMPS,

4 PRIMARY AND 1 STANDBY

LOCATED WITHIN THE EXISTING

DRY DOCK 1 WET WELL

SINGLE COMMON 24" TEMPORARY

DISCHARGE PIPE FROM DRAINAGE PUMPS.

INSTALL PIPING THROUGH NORTH SUMP

GRATING AND UP ALONG WALL

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DRAWFORM REVISION: 07 AUG 2018

P

M

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S I O

N

D

C

K

LBT / LBL

EJA

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

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SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

G106 -

C O

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DURATION: CONTRACT NTP - FEB 2022

PLAN

NORTH

1. COORDINATE AND SUPPORT RELOCATION OF SHIPYARD FACILITIES

2. ALL EXISTING EQUIPMENT USED FOR DD1E DOCKING/UNDOCKING EVOLUTIONS, INCLUDING CLEATS, BOLLARDS, CHOKES, RINGS, WINCHES AND GATES SHALL BE

PRESENT AND FUNCTIONING. REMOVAL OF ANY OF THESE ITEMS SHALL BE COORDINATED WITH AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO

REMOVAL.

3. RELOCATION OF EXISTING UTILITIES TO ACCOMMODATE ELECTRICAL INFRASTRUCTURE.

4. RELOCATION OF EXISTING DC AND AC DUCTBANKS.

5. PHASED DEMOLITIONS OF EXISTING CRANE RAIL AT TURNOUT AREA.

6. COMPLETE TEMPORARY ELECTRIC/TELECOMM FEEDS TO PUMPWELL TOWARDS CENTERWALL.

7. INSTALLATION OF UTILITIES WITHIN EXISTING DD1 TUNNEL.

8. UPGRADE OF UTILITIES AT HEAD END AREA.

9. INSTALLATION OF TEMPORARY ASW PIPING AND ENCLOSURE AT BERTH 12 BY JANUARY 1, 2022

10. INSTALLATION, CONNECT, TEST AND CERTIFY TEMPORARY DEWATERING/DRAINAGE BYPASS

FOR DD1E BY JANUARY 1, 2022

a) 5 TEMPORARY DRAINAGE PUMPS (4 PRIMARY AND 1 STANDBY ARE REQUIRED FOR ALL PHASES). THE TEMPORARY DRAINAGE PUMPS WILL BE LOCATED IN THE

EXISTING DRY DOCK WET WELL.

b) ALL PHASES REQUIRE 2 TEMPORARY EMERGENCY DEWATERING PUMPS LOCATED WITHIN THE EXISTING NORTH SUMP OF DD1E. FOR DOCKING AND UNDOCKING

EVOLUTIONS FOR DD1E ADDITIONAL 3 TEMPORARY PUMPS (MINIMUM) ARE REQUIRED, EACH WITH 30" DISCHARGE PIPE.

c) TEMPORARY DEWATERING PUMPS MAY BE REMOVED AFTER INITIAL TESTING. PUMPS MUST BE RE-INSTALLED AND FULLY FUNCTIONAL AT LEAST ONE WEEK PRIOR TO UNDOCKING. THE CONTRACTOR MUST SUBMIT A PLAN TO TEST REINSTALLED PUMPS WHICH DEMONSTRATES THAT THE PUMPS ARE WORKING AS DESIGNED PRIOR TO

REMOVING PUMPS.

d) THE CONTRACTOR MUST INSTALL A TEMPORARY STEEL PLATFORM INSIDE THE NORTH SUMP TO SUPPORT THE TEMPORARY DEWATERING PUMPS AND PIPES AT

AN ELEVATION TO ENSURE THE SUCTION IS BELOW THE DRYDOCK FLOOR.

e) POWER REQUIREMENTS:

· TEMPORARY DRAINAGE PUMPS REQUIRE TWO SOURCES OF NORMAL POWER PLUS A

STANDBY GENERATOR.

· TEMPORARY DEWATERING PUMPS REQUIRE TWO SOURCES OF NORMAL POWER.

f) ALL TEMPORARY PUMPING SYSTEMS WILL BE REQUIRED TO BE TESTED AND CERTIFIED PRIOR TO DOCKING OF ANY VESSELS IN EXISTING DRY DOCK #1 BY THE

GOVERNMENT IN ACCORDANCE WITH MIL STANDARD 1625d. FOR THE TEMPORARY DEWATERING PUMPS THE CONTRACTOR MUST DEWATER EXISTING DRYDOCK 1

IN THE PRESENCE OF THE GOVERNMENT TO PROVE SUITABILITY WITHIN THE 120 MINUTE TIME LIMIT INDICATED ABOVE.

g) ROUTING OF TEMPORARY DEWATERING/DRAINAGE BYPASS DISCHARGE OUTLETS WILL NEED TO BE MOVED TO ACCOMMODATE CONSTRUCTION IN LATER PHASES

h) CONTRACTOR MUST SUBMIT A PLAN FOR THE LOCATION OF THE DEWATERING AND DRAINAGE PUMPS PER SPEC SECTION 01 50 00.00 22. CONTRACTOR NEEDS TO

BE INVOLVED IN LOCATION OF THIS TEMPORARY EQUIPMENT TO BE SURE THE LOCATION DOES NOT ADVERSELY IMPACT CONTRACTOR OR SHIPYARD

OPERATIONS. COORDINATION BETWEEN SHIPYARD/CONTRACTOR WILL OCCUR DURING THIS SUBMITTAL PROCESS.

i) NUMBER AND SIZE OF PUMPS, DISCHARGE PIPES, ETC. IS BASED ON PRELIMINARY DESIGN. CONTRACTOR SHALL CONFIRM THE NUMBER/SIZE OF PUMPS AND

DISCHARGES BASED ON REQUIRED FLOW RATES. REFER TO SPECIFICATION SECTION 01 50 00.00 22

11. FRESH WATER INSTALLATION RESTRICTION & GENERAL PHASING REQUIREMENTS:

a) OUTAGE AND WORK ON 12" FRESH WATER MAIN MUST OCCUR DURING OFF PEAK HOURS

b) FIRE WATCH MUST BE PROVIDED FOR ANY BUILDINGS, STRUCTURES OR OTHER CRITICAL INFRASTRUCTURE DURING OUTAGES.

c) FOR SYSTEM ISOLATION UTILIZE THE FOLLOWING POINTS:

· EXISTING VALVE NO.1732, (WEST),

· EXISTING VALVE NO.1643 (EAST),

· INSERTION VALVE (NORTH) CONTRACTOR MUST CARRY THE COST FOR UP TO 2 INSERTION VALVES .

k) HYDRANT NO. 40 MUST REMAIN OPERATIONAL AND ACCESSIBLE TO FIRE DEPARTMENT THROUGHOUT CONSTRUCTION.

l) TEMPORARY WATER DISTRUBTION PLAN INCLUDING OUTAGES AND FIRE WATCH MUST BE SUBMITTED PRIOR TO CONSTRUCTION AS OUTLINED IN SPECIFICATION

SECTION 31 11 00.

PHASE 1 WORK ELEMENTS AND NOTES:

LEGEND:

AREAS & ELEMENTS

ACCESSIBLE FOR

CONSTRUCTION

CIA FENCE

CIA TURNSTILE

GATE FOR TRUCK/

CRANE/TRAIN ACCESS

X

FIRE LANES

LIMITED OR NO ACCESS FOR

CONTRACTOR SUBJECT TO

NOSSA RESTRICTIONS

FULL SHIPYARD CRANE

RAIL USE

12822982

PHASE 1 CONSTRUCTION PHASING AT

CRANE RAIL TURNOUT AND DD1 HEAD END

SCALE: 1" = 30'

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DRY DOCK NO. 1E

BERTH 11C

CRANE RAIL TURNOUT

EXISTING WEST CLOSURE WALL

EXISTING DD1W

ENTRANCE STRUCTURE

EXISTING SOUTH CLOSURE WALL

BARGED MOUNTED BATCH PLANT

AND SUPPORT BARGES

B

E

R

BUOYANCY CANS

B

E

R

TRAILERS ONLY

2-30" TEMPORARY

DEWATERING DISCHARGES

2 TEMPORARY EMERGENCY DEWATERING

PUMPS WITHIN DD1 NORTH SUMP

5 TEMPORARY DRAINAGE PUMPS, 4 PRIMARY

AND 1 STANDBY LOCATED WITHIN THE

EXISTING DRY DOCK 1 WET WELL

SINGLE COMMON 24" TEMPORARY

DISCHARGE PIPE FROM DRAINAGE

PUMPS. INSTALL PIPING THROUGH NORTH

SUMP GRATING AND UP ALONG WALL

WATERSIDE AREAS AVAILABLE FOR

STAGING AND CONSTRUCTION

LEGEND:

FERRY LANDING

AREAS & ELEMENTS ACCESSIBLE

FOR CONSTRUCTION

CIA FENCE

CIA TURNSTILE

NON CIA TURNSTILE

GATE FOR TRUCK/CRANE/TRAIN

ACCESS

X

FIRE LANES

FULL SHIPYARD CRANE RAIL USE

PLAN

NORTH

PHASE 1A CONSTRUCTION PHASING - NO BLASTING OPERATIONS

SCALE: 1" = 70'

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H A d

Y O

M

E

C

O N

S T

R U

C T

I O

N

S

E Q

U E

N C

I N

A

S I N

G

P

L A

N

P

H A

O

T T

E D

M o n d a y

N o v e m b e r a

E

R m c a r a m a g n o

D E

P A

R T

M E

T

V

Y

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

SEAL

OF

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

D

A

T L

A N

T I C

DRAWFORM REVISION: 07 AUG 2018

P

M

U L T

I M

I S

S I O

N

D

C

K

LBT / LBL

EJA

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

P I T

A L

I M

P R

O V

E M

E N

T

C

O R

E N

A V

A L

S

T A

T I O

N

N

O R

F O

L K

V

I R

G I N

I A

P O

R T

S M

O U

V

I P

Y A

R D

K I T

T E

R Y

M

A I N

E

AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

G107

12822983

C O

N S

T R

U C

T I O

N

S

E Q

U E

N C

I N

A

S I N

G

P

L A

N

P

H A

1. UTILITY CONSTRUCTION AT CRANE RAIL TURNOUT

2. UTILITY ENCLOSURE FOUNDATION

3. BERTH 11 KING PILE STABILIZATION - BEHIND BULKHEAD

PHASE 1A WORK ELEMENTS AND NOTES:

DURATION: CONTRACT NTP - FEB 2022

WATERSIDE AREAS ACCESSIBLE

FOR STAGING

1. FOR GENERAL PHASING NOTES, SEE G104.

2. SEE G103 MILESTONE PLAN FOR ADDITIONAL REQUIREMENTS.

GENERAL PHASING NOTES:

USE BY OTHER CONTRACTS

A

M E

N D

M E

V

CRANE RAIL TURNOUT

EXISTING WEST CLOSURE WALL

EXISTING DD1W

ENTRANCE STRUCTURE

EXISTING SOUTH CLOSURE WALL

BERTH 11C

PISCATAQUA RIVER

FEDERAL CHANNEL

B

E

R

BUOYANCY CANS

B

E

R

VESSEL 1

M

I N

50'-0" MIN.

TRAILERS ONLY

BARGED MOUNTED BATCH PLANT

AND SUPPORT BARGES

2-30" TEMPORARY

DEWATERING DISCHARGES

2 TEMPORARY EMERGENCY DEWATERING

PUMPS WITHIN DD1 NORTH SUMP

5 TEMPORARY DRAINAGE PUMPS, 4 PRIMARY

AND 1 STANDBY LOCATED WITHIN THE

EXISTING DRY DOCK 1 WET WELL

3-30" TEMPORARY DEWATERING

DISCHARGE PIPES

3 SUBMERSIBLE TEMPORARY DEWATERING PUMPS

MOUNTED ON A TEMPORARY SKID. INSTALLED FOR

ALL VESSEL EVOLUTIONS

SINGLE COMMON 24" TEMPORARY

DISCHARGE PIPE FROM DRAINAGE

PUMPS. INSTALL PIPING THROUGH NORTH

SUMP GRATING AND UP ALONG WALL

PLAN

NORTH

PHASE 1B CONSTRUCTION PHASING - VESSEL DOCKING

SCALE: 1" = 70'

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

F I

M

E

U s h a r e d b i m c i v i l d c i v i l

P h a s i n g

P l a n s G

C

O N

S T

R U

C T

I O

N

S

E Q

U E

N C

I N

A

S I N

G

P

L A

N

P

H A d

Y O

M

E

C

O N

S T

R U

C T

I O

N

S

E Q

U E

N C

I N

A

S I N

G

P

L A

N

P

H A

O

T T

E D

M o n d a y

N o v e m b e r

E

R m c a r a m a g n o

D E

P A

R T

M E

T

V

Y

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

SEAL

OF

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

D

A

T L

A N

T I C

DRAWFORM REVISION: 07 AUG 2018

P

M

U L T

I M

I S

S I O

N

D

C

K

LBT / LBL

EJA

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

P I T

A L

I M

P R

O V

E M

E N

T

C

O R

E N

A V

A L

S

T A

T I O

N

N

O R

F O

L K

V

I R

G I N

I A

P O

R T

S M

O U

V

I P

Y A

R D

K I T

T E

R Y

M

A I N

E

AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

G108 -

C O

N S

T R

U C

T I O

N

S

E Q

U E

N C

I N

A

S I N

G

P

L A

N

P

H A

1. UTILITY CONSTRUCTION AT CRANE RAIL TURNOUT

2. BERTH 11C WILL BE OCCUPIED FROM FEBRUARY 1, 2022 THROUGH FEBRUARY 22, 2022

THESE DATES ARE SUBJECT TO CHANGE AND NEED TO BE COORDINATED WITH THE

CONTRACTING OFFICER.

3. CONTRACTOR MOBILIZATION REQUIREMENTS FOR VESSEL 1 MOVEMENT INTO DD1E.

· DEMOBILIZATION: 3 WEEKS, FEBRUARY 2022

· REMOBILIZATION: 1 WEEK, MARCH 2022

PHASE 1B WORK ELEMENTS AND NOTES:

DURATION: FEB 2022

WATERSIDE AREAS AVAILABLE FOR

STAGING AND CONSTRUCTION

LEGEND:

FERRY LANDING

AREAS & ELEMENTS ACCESSIBLE

FOR CONSTRUCTION

CIA FENCE

CIA TURNSTILE

NON CIA TURNSTILE

GATE FOR TRUCK/CRANE/TRAIN

ACCESS

X

FIRE LANES

FULL SHIPYARD CRANE RAIL USE

1. FOR GENERAL PHASING NOTES, SEE G104.

2. SEE G103 MILESTONE PLAN FOR ADDITIONAL REQUIREMENTS.

GENERAL PHASING NOTES:

WATERSIDE AREAS ACCESSIBLE

FOR STAGING

12822984

A

M E

N D

M E

V

BERTH 11C

VESSEL 1

EXISTING WEST CLOSURE WALL

EXISTING DD1W

ENTRANCE STRUCTURE

EXISTING SOUTH CLOSURE WALL

TRAILERS ONLY

BARGED MOUNTED BATCH PLANT

AND SUPPORT BARGES

B

E

R

B

E

R

PISCATAQUA RIVER

FEDERAL CHANNEL

2-30" TEMPORARY

DEWATERING DISCHARGES

2 TEMPORARY EMERGENCY DEWATERING

PUMPS WITHIN DD1 NORTH SUMP

5 TEMPORARY DRAINAGE PUMPS, 4 PRIMARY

AND 1 STANDBY LOCATED WITHIN THE

EXISTING DRY DOCK 1 WET WELL

SINGLE COMMON 24" TEMPORARY

DISCHARGE PIPE FROM DRAINAGE

PUMPS. INSTALL PIPING THROUGH NORTH

SUMP GRATING AND UP ALONG WALL

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

F I

M

E

U s h a r e d b i m c i v i l d c i v i l

P h a s i n g

P l a n s G

C

O N

S T

R U

C T

I O

N

S

E Q

U E

N C

I N

A

S I N

G

P

L A

N

P

H A d

Y O

M

E

C

O N

S T

R U

C T

I O

N

S

E Q

U E

N C

I N

A

S I N

G

P

L A

N

P

H A

O

T T

E D

M o n d a y

N o v e m b e r

E

R m c a r a m a g n o

D E

P A

R T

M E

T

V

Y

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

SEAL

OF

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

D

A

T L

A N

T I C

DRAWFORM REVISION: 07 AUG 2018

P

M

U L T

I M

I S

S I O

N

D

C

K

LBT / LBL

EJA

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

P I T

A L

I M

P R

O V

E M

E N

T

C

O R

E N

A V

A L

S

T A

T I O

N

N

O R

F O

L K

V

I R

G I N

I A

P O

R T

S M

O U

V

I P

Y A

R D

K I T

T E

R Y

M

A I N

E

AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

G109 -

C O

N S

T R

U C

T I O

N

S

E Q

U E

N C

I N

A

S I N

G

P

L A

N

P

H A

PLAN

NORTH

PHASE 2 - CONSTRUCTION PHASING POST DOCKING VESSEL 1

SCALE: 1" = 70'

DURATION: LATE FEB 2022 - OCT 2023

WATERSIDE AREAS AVAILABLE FOR

STAGING AND CONSTRUCTION

LEGEND:

FERRY LANDING

AREAS & ELEMENTS ACCESSIBLE

FOR CONSTRUCTION

CIA FENCE

CIA TURNSTILE

NON CIA TURNSTILE

GATE FOR TRUCK/CRANE/TRAIN

ACCESS

X

FIRE LANES

1. FOR GENERAL PHASING NOTES, SEE G104.

2. SEE G103 MILESTONE PLAN FOR ADDITIONAL REQUIREMENTS.

GENERAL PHASING NOTES:

1. DRY DOCK 1E WILL BE OCCUPIED BY VESSEL 1.

2. TEMPORARY BARGE MOUNTED CONCRETE BATCH PLANT AND ASSOCIATED

SUPPORT BARGES ALONG BERTH 11C

3. REPLACEMENT OF WEST CLOSURE WALL, CERTIFICATION REQUIRED PRIOR TO

PHASE COMPLETION

4. MAJOR ONSITE WORK ACTIVITIES DURING THIS PHASE INCLUDE:

A. HENDERSON POINT SITE DEVELOPMENT

· FORMING CASTING AND CURING OF CONCRETE MONOLITH SECTIONS

B. NEW UTILITY INSTALLATION AT CRANE TURNOUT

C. UTILITY ENCLOSURE FOUNDATION

D. BERTH 1 STABILIZATION

E. DRILLED SHAFTS DD1N

F. BERTH 11 KING PILE STABILIZATION

G. REMOVAL OF WEST CLOSURE WALL AND INSTALLATION OF TEMPORARY

BULKHEAD

H. PLACEMENT OF PRECAST MONOLITHS

PHASE 2 WORK ELEMENTS:

1. TEST AND CERTIFY TEMPORARY BULKHEAD, OPERATIONAL BY

OCTOBER 8, 2023

MILESTONES:

12822985

AREAS IN USE FOR SHIPYARD

A

M E

N D

M E

V

BERTH 11

VESSEL 1

EXISTING WEST CLOSURE WALL

EXISTING DD1W ENTRANCE

STRUCTURE

EXISTING SOUTH CLOSURE WALL

TRAILERS ONLY

BARGED MOUNTED BATCH PLANT

AND SUPPORT BARGES

BARGED MOUNTED BATCH PLANT

AND SUPPORT BARGES

B

E

R

B

E

R

PISCATAQUA RIVER

FEDERAL CHANNEL

2-30" TEMPORARY

DEWATERING DISCHARGES

2 TEMPORARY EMERGENCY DEWATERING

PUMPS WITHIN DD1 NORTH SUMP

5 TEMPORARY DRAINAGE PUMPS, 4 PRIMARY

AND 1 STANDBY LOCATED WITHIN THE

EXISTING DRY DOCK 1 WET WELL

SINGLE COMMON 24" TEMPORARY

DISCHARGE PIPE FROM DRAINAGE

PUMPS. INSTALL PIPING THROUGH NORTH

SUMP GRATING AND UP ALONG WALL

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

F I

M

E

U s h a r e d b i m c i v i l d c i v i l

P h a s i n g

P l a n s G

C

O N

S T

R U

C T

I O

N

S

E Q

U E

N C

I N

A

S I N

G

P

L A

N

P

H A d

Y O

M

E

C

O N

S T

R U

C T

I O

N

S

E Q

U E

N C

I N

A

S I N

G

P

L A

N

P

H A

O

T T

E D

M o n d a y

N o v e m b e r

E

R m c a r a m a g n o

D E

P A

R T

M E

T

V

Y

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

SEAL

OF

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

D

A

T L

A N

T I C

DRAWFORM REVISION: 07 AUG 2018

P

M

U L T

I M

I S

S I O

N

D

C

K

LBT / LBL

EJA

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

P I T

A L

I M

P R

O V

E M

E N

T

C

O R

E N

A V

A L

S

T A

T I O

N

N

O R

F O

L K

V

I R

G I N

I A

P O

R T

S M

O U

V

I P

Y A

R D

K I T

T E

R Y

M

A I N

E

AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

G110 -

C O

N S

T R

U C

T I O

N

S

E Q

U E

N C

I N

A

S I N

G

P

L A

N

P

H A

PLAN

NORTH

PHASE 2A - VESSEL 1 CRITICAL SHIPYARD OPERATIONS

SCALE: 1" = 70'

DURATION: JUN 2022 TO NOV 2022

WATERSIDE AREAS AVAILABLE FOR

STAGING AND CONSTRUCTION

LEGEND:

FERRY LANDING

AREAS & ELEMENTS ACCESSIBLE

FOR CONSTRUCTION

CIA FENCE

CIA TURNSTILE

NON CIA TURNSTILE

GATE FOR TRUCK/CRANE/TRAIN

ACCESS

X

FIRE LANES

CRITICAL SHIP OPERATIONS

CLEAR ZONE

FULL SHIPYARD CRANE RAIL USE

1. FOR GENERAL PHASING NOTES, SEE G104.

2. SEE G103 MILESTONE PLAN FOR ADDITIONAL REQUIREMENTS.

3. FOR REQUIREMENTS DURING CRITICAL SHIPYARD OPERATIONS REFER TO SPECIFICATION 01 14 00.00 22

GENERAL PHASING NOTES:

1. DRY DOCK 1E WILL BE OCCUPIED BY VESSEL 1.

2. TEMPORARY BARGE MOUNTED CONCRETE BATCH PLANT AND ASSOCIATED

SUPPORT BARGES ALONG BERTH 11C

3. REPLACEMENT OF WEST CLOSURE WALL, CERTIFICATION REQUIRED

4. MAJOR ONSITE WORK ACTIVITIES DURING THIS PHASE INCLUDE:

A. HENDERSON POINT SITE DEVELOPMENT

· FORMING CASTING AND CURING OF CONCRETE MONOLITH SECTIONS

B. NEW UTILITY INSTALLATION AT CRANE TURNOUT

C. UTILITY ENCLOSURE FOUNDATION

D. BERTH 1 STABILIZATION

E. DRILLED SHAFTS DD1N

F. BERTH 11 KING PILE STABILIZATION

G. REMOVAL OF WEST CLOSURE WALL AND INSTALLATION OF TEMPORARY

BULKHEAD

H. PLACEMENT OF PRECAST MONOLITHS

PHASE 2A WORK ELEMENTS:

1. NOISE, DUST AND VIBRATIONS ARE RESTRICTED

WITHIN THE CRITICAL SHIPYARD OPERATIONS.

MITIGATION WORK PLAN MUST BE PREPARED

AND APPROVED BY NAVFAC.

RESTRICTIONS:

12822986

A

M E

N D

M E

V

EXISTING WEST CLOSURE WALL

EXISTING DD1W ENTRANCE

STRUCTURE

EXISTING SOUTH CLOSURE WALL

VESSEL 1

100'-0" MIN.

50'-0" MIN.

TRAILERS ONLY

B

E

R

B

E

R

BERTH 11C

VESSEL 2

M

I N

50'-0" MIN.

PISCATAQUA RIVER

FEDERAL CHANNEL

2-30" TEMPORARY

DEWATERING DISCHARGES

2 TEMPORARY EMERGENCY DEWATERING

PUMPS WITHIN DD1 NORTH SUMP

5 TEMPORARY DRAINAGE PUMPS, 4 PRIMARY AND 1 STANDBY

LOCATED WITHIN THE EXISTING DRY DOCK 1 WET WELL

3 SUBMERSIBLE TEMPORARY DEWATERING PUMPS

MOUNTED ON A TEMPORARY SKID. INSTALLED FOR

ALL VESSEL EVOLUTIONS

3-30" TEMPORARY DEWATERING

DISCHARGE PIPES

SINGLE COMMON 24" TEMPORARY

DISCHARGE PIPE FROM DRAINAGE

PUMPS. INSTALL PIPING THROUGH NORTH

SUMP GRATING AND UP ALONG WALL

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

F I

M

E

U s h a r e d b i m c i v i l d c i v i l

P h a s i n g

P l a n s G

C

O N

S T

R U

C T

I O

N

S

E Q

U E

N C

I N

A

S I N

G

P

L A

N

P

H A d

Y O

M

E

C

O N

S T

R U

C T

I O

N

S

E Q

U E

N C

I N

A

S I N

G

P

L A

N

P

H A

O

T T

E D

M o n d a y

N o v e m b e r

E

R m c a r a m a g n o

D E

P A

R T

M E

T

V

Y

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

SEAL

OF

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

D

A

T L

A N

T I C

DRAWFORM REVISION: 07 AUG 2018

P

M

U L T

I M

I S

S I O

N

D

C

K

LBT / LBL

EJA

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

P I T

A L

I M

P R

O V

E M

E N

T

C

O R

E N

A V

A L

S

T A

T I O

N

N

O R

F O

L K

V

I R

G I N

I A

P O

R T

S M

O U

V

I P

Y A

R D

K I T

T E

R Y

M

A I N

E

AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

G111 -

C O

N S

T R

U C

T I O

N

S

E Q

U E

N C

I N

A

S I N

G

P

L A

N

P

H A

PLAN

NORTH

PHASE 2B - CONSTRUCTION PHASING UNDOCKING AND DOCKING

SCALE: 1" = 70'

DURATION: LATE OCT 2023 TO EARLY DEC 2023

WATERSIDE AREAS AVAILABLE FOR

STAGING AND CONSTRUCTION

LEGEND:

FERRY LANDING

AREAS & ELEMENTS ACCESSIBLE

FOR CONSTRUCTION

CIA FENCE

CIA TURNSTILE

NON CIA TURNSTILE

GATE FOR TRUCK/CRANE/TRAIN

ACCESS

X

FIRE LANES

FULL SHIPYARD CRANE RAIL USE

1. FOR GENERAL PHASING NOTES, SEE G104.

2. SEE G103 MILESTONE PLAN FOR ADDITIONAL REQUIREMENTS.

GENERAL PHASING NOTES:

1. DRY DOCK 1E WILL UNDERGO TWO EVOLUTIONS, VESSEL 1 UNDOCKING

AND VESSEL 2 DOCKING.

2. TEMPORARY BARGE MOUNTED CONCRETE BATCH PLANT AND SUPPORT

BARGES WILL NEED TO BE MOVED OFFSITE OR TO BERTH 7B

3. MAJOR ONSITE WORK ACTIVITIES DURING THIS PHASE INCLUDE:

A. UTILITY WORK ADJACENT TO BERTH 11

B. SUBSTATION 3 EXPANSION

C. CONTRACTOR MOBILIZATION REQUIREMENTS FOR VESSEL 1

UNDOCKING AND VESSEL 2 DOCKING INTO DD1E.

DEMOBILIZATION TO NEEDS TO BE COMPLETE PRIOR TO

UNDOCKING OF VESSEL 1.

· DEMOBILIZATION: OCTOBER 8, 2023 - NOVEMBER 6, 2023

· REMOBILIZATION: DECEMBER 2, 2023 - DECEMBER 9, 2023

PHASE 2B WORK ELEMENTS:

12822987

A

M E

N D

M E

V

BERTH 11C

VESSEL 2

TRAILERS ONLY

B

E

R

B

E

R

BARGED MOUNTED BATCH PLANT

AND SUPPORT BARGES

PISCATAQUA RIVER

FEDERAL CHANNEL

2-30" TEMPORARY

DEWATERING DISCHARGES

2 TEMPORARY EMERGENCY DEWATERING

PUMPS WITHIN DD1 NORTH SUMP

5 TEMPORARY DRAINAGE PUMPS, 4 PRIMARY

AND 1 STANDBY LOCATED WITHIN THE

EXISTING DRY DOCK 1 WET WELL

SINGLE COMMON 24" TEMPORARY DISCHARGE PIPE

FROM DRAINAGE PUMPS. INSTALL PIPING THROUGH

NORTH SUMP GRATING AND UP ALONG WALL

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

F I

M

E

U s h a r e d b i m c i v i l d c i v i l

P h a s i n g

P l a n s G

C

O N

S T

R U

C T

I O

N

S

E Q

U E

N C

I N

A

S I N

G

P

L A

N

P

H A d

Y O

M

E

C

O N

S T

R U

C T

I O

N

S

E Q

U E

N C

I N

A

S I N

G

P

L A

N

P

H A

O

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E D

M o n d a y

N o v e m b e r

E

R m c a r a m a g n o

D E

P A

R T

M E

T

V

Y

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

SEAL

OF

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

D

A

T L

A N

T I C

DRAWFORM REVISION: 07 AUG 2018

P

M

U L T

I M

I S

S I O

N

D

C

K

LBT / LBL

EJA

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

P I T

A L

I M

P R

O V

E M

E N

T

C

O R

E N

A V

A L

S

T A

T I O

N

N

O R

F O

L K

V

I R

G I N

I A

P O

R T

S M

O U

V

I P

Y A

R D

K I T

T E

R Y

M

A I N

E

AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

G112

12822988

C O

N S

T R

U C

T I O

N

S

E Q

U E

N C

I N

A

S I N

G

P

L A

N

P

H A

PLAN

NORTH

PHASE 3 - CONSTRUCTION PHASING VESSEL 2 POST DOCKING AT DD1E

SCALE: 1" = 70'

DURATION: DEC 2023 - AUG 2025

1. FOR GENERAL PHASING NOTES, SEE G104.

2. SEE G103 MILESTONE PLAN FOR ADDITIONAL REQUIREMENTS.

GENERAL PHASING NOTES:

WATERSIDE AREAS AVAILABLE FOR

STAGING AND CONSTRUCTION

LEGEND:

FERRY LANDING

AREAS & ELEMENTS ACCESSIBLE

FOR CONSTRUCTION

CIA FENCE

CIA TURNSTILE

NON CIA TURNSTILE

GATE FOR TRUCK/CRANE/TRAIN

X

FIRE LANES

FULL SHIPYARD CRANE RAIL USE

1. DRY DOCK 1E WILL BE OCCUPIED

2. CONTRACTOR REMOBILIZES

3. MAJOR ONSITE WORK ACTIVITIES DURING THIS PHASE ARE:

A. UTILITY ENCLOSURE UTILITY INSTALLATION

B. BERTH 1 STABILIZATION

C. FABRICATION OF PRECAST MONOLITHS AT HENDERSON POINT

D. CENTERWALL CONSTRUCTION

E. PUMP STATION CONSTRUCTION

F. CONSTRUCTION ENTRANCE STRUCTURE (REMOVAL OF COFFERDAM)

PHASE 3 WORK ELEMENTS:

1. DD1N BENEFICIAL OCCUPANCY DATE OF AUGUST 29, 2025.

MILESTONES:

A

M E

N D

M E

V

BERTH 11C

VESSEL 2

BARGED MOUNTED BATCH PLANT

AND SUPPORT BARGES

B

E

R

B

E

R

TRAILERS ONLY

PISCATAQUA RIVER

FEDERAL CHANNEL

2-30" TEMPORARY

DEWATERING DISCHARGES

2 TEMPORARY EMERGENCY DEWATERING

PUMPS WITHIN DD1 NORTH SUMP

5 TEMPORARY DRAINAGE PUMPS, 4 PRIMARY

AND 1 STANDBY LOCATED WITHIN THE

EXISTING DRY DOCK 1 WET WELL

SINGLE COMMON 24" TEMPORARY DISCHARGE PIPE FROM

DRAINAGE PUMPS. INSTALL PIPING THROUGH NORTH SUMP

GRATING AND UP ALONG WALL

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

F I

M

E

U s h a r e d b i m c i v i l d c i v i l

P h a s i n g

P l a n s G

C

O N

S T

R U

C T

I O

N

S

E Q

U E

N C

I N

A

S I N

G

P

L A

N

P

H A d

Y O

M

E

C

O N

S T

R U

C T

I O

N

S

E Q

U E

N C

I N

A

S I N

G

P

L A

N

P

H A

O

T T

E D

M o n d a y

N o v e m b e r

E

R m c a r a m a g n o

D E

P A

R T

M E

T

V

Y

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

SEAL

OF

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

D

A

T L

A N

T I C

DRAWFORM REVISION: 07 AUG 2018

P

M

U L T

I M

I S

S I O

N

D

C

K

LBT / LBL

EJA

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

P I T

A L

I M

P R

O V

E M

E N

T

C

O R

E N

A V

A L

S

T A

T I O

N

N

O R

F O

L K

V

I R

G I N

I A

P O

R T

S M

O U

V

I P

Y A

R D

K I T

T E

R Y

M

A I N

E

AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

G113 -

C O

N S

T R

U C

T I O

N

S

E Q

U E

N C

I N

A

S I N

G

P

L A

N

P

H A

PLAN

NORTH

PHASE 3A - VESSEL 2 CRITICAL SHIPYARD OPERATIONS

SCALE: 1" = 70'

1. FOR GENERAL PHASING NOTES, SEE G104.

2. SEE G103 MILESTONE PLAN FOR ADDITIONAL REQUIREMENTS.

3. FOR REQUIREMENTS DURING CRITICAL SHIPYARD OPERATIONS

REFER TO SPECIFICATION 01 14 00. 00 22

4. CAISSON TESTING BY GOVERNMENT AND MANUFACTURER

GENERAL PHASING NOTES:

WATERSIDE AREAS AVAILABLE FOR

STAGING AND CONSTRUCTION

LEGEND:

FERRY LANDING

AREAS & ELEMENTS ACCESSIBLE

FOR CONSTRUCTION

CIA FENCE

CIA TURNSTILE

NON CIA TURNSTILE

GATE FOR TRUCK/CRANE/TRAIN

ACCESS

X

FIRE LANES

CRITICAL SHIP OPERATIONS

CLEAR ZONE

FULL SHIPYARD CRANE RAIL USE

DURATION: MARCH 2024 - AUGUST 2024

1. NOISE, DUST AND VIBRATIONS ARE RESTRICTED

WITHIN THE CRITICAL SHIPYARD OPERATIONS.

MITIGATION WORK PLAN MUST BE PREPARED

AND APPROVED BY NAVFAC.

RESTRICTIONS:

1. DD1N BENEFICIAL OCCUPANCY DATE OF AUGUST 29, 2025.

2. PUMP STATION TO BE TESTED AND OPERATIONAL PRIOR TO

CAISSON TESTING AND DD1N BOD. PUMP STATION WILL BE

CERTIFIED AS PART OF DD1N CERTIFICATION.

MILESTONES:

1. DRY DOCK 1E WILL BE OCCUPIED

2. CONTRACTOR REMOBILIZES

3. MAJOR ONSITE WORK ACTIVITIES DURING THIS PHASE ARE:

A. UTILITY ENCLOSURE UTILITY INSTALLATION

B. BERTH 1 STABILIZATION

C. FABRICATION OF PRECAST MONOLITHS AT HENDERSON POINT

D. CENTERWALL CONSTRUCTION

E. PUMP STATION CONSTRUCTION

F. CONSTRUCTION ENTRANCE STRUCTURE (REMOVAL OF COFFERDAM)

PHASE 3A WORK ELEMENTS:

12822989

A

M E

N D

M E

V

B

E

R

B

E

R

TRAILERS ONLY

BERTH 11C

VESSEL 2

M

I N

50'-0" MIN.

PISCATAQUA RIVER

FEDERAL CHANNEL

2-30" TEMPORARY

DEWATERING DISCHARGES

2 TEMPORARY EMERGENCY DEWATERING

PUMPS WITHIN DD1 NORTH SUMP

5 TEMPORARY DRAINAGE PUMPS, 4 PRIMARY

AND 1 STANDBY LOCATED WITHIN THE

EXISTING DRY DOCK 1 WET WELL

3 SUBMERSIBLE TEMPORARY DEWATERING PUMPS

MOUNTED ON A TEMPORARY SKID. INSTALLED FOR

ALL VESSEL EVOLUTIONS

3-30" TEMPORARY DEWATERING

DISCHARGE PIPES

SINGLE COMMON 24" TEMPORARY DISCHARGE PIPE

FROM DRAINAGE PUMPS. INSTALL PIPING THROUGH

NORTH SUMP GRATING AND UP ALONG WALL

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

F I

M

E

U s h a r e d b i m c i v i l d c i v i l

P h a s i n g

P l a n s G

C

O N

S T

R U

C T

I O

N

S

E Q

U E

N C

I N

A

S I N

G

P

L A

N

P

H A d

Y O

M

E

C

O N

S T

R U

C T

I O

N

S

E Q

U E

N C

I N

A

S I N

G

P

L A

N

P

H A

O

T T

E D

M o n d a y

N o v e m b e r

E

R m c a r a m a g n o

D E

P A

R T

M E

T

V

Y

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

SEAL

OF

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

D

A

T L

A N

T I C

DRAWFORM REVISION: 07 AUG 2018

P

M

U L T

I M

I S

S I O

N

D

C

K

LBT / LBL

EJA

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

P I T

A L

I M

P R

O V

E M

E N

T

C

O R

E N

A V

A L

S

T A

T I O

N

N

O R

F O

L K

V

I R

G I N

I A

P O

R T

S M

O U

V

I P

Y A

R D

K I T

T E

R Y

M

A I N

E

AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

G114

12822990

C O

N S

T R

U C

T I O

N

S

E Q

U E

N C

I N

A

S I N

G

P

L A

N

P

H A

PLAN

NORTH

PHASE 3B - VESSEL 2 UNDOCKING

SCALE: 1" = 70'

DURATION: AUG 2025

1. FOR GENERAL PHASING NOTES, SEE G104.

2. SEE G103 MILESTONE PLAN FOR ADDITIONAL REQUIREMENTS.

GENERAL PHASING NOTES:

WATERSIDE AREAS AVAILABLE FOR

STAGING AND CONSTRUCTION

LEGEND:

FERRY LANDING

AREAS & ELEMENTS ACCESSIBLE

FOR CONSTRUCTION

CIA FENCE

CIA TURNSTILE

NON CIA TURNSTILE

GATE FOR TRUCK/CRANE/TRAIN

ACCESS

X

FIRE LANES

FULL SHIPYARD CRANE RAIL USE

1. MAJOR ONSITE WORK ACTIVITIES DURING THIS PHASE INCLUDE

A. SUBSTATION 3 EXPANSION

B. CONTRACTOR MOBILIZATION REQUIREMENTS FOR VESSEL 2 UNDOCKING FROM DD1E

· DEMOBILIZATION: 3 WEEKS, JULY/AUGUST 2025

· REMOBILIZATION: 1 WEEK, AUGUST 2025

PHASE 3B WORK ELEMENTS:

1. DRY DOCK 1N BENEFICIAL OCCUPANCY DATE AUGUST 29, 2025,

START OF 90 CERTIFICATIONS IMMEDIATELY FOLLOWING BOD

MILESTONES:

A

M E

N D

M E

V

M

12+00 13+00

EX HIGH PRESSURE

STEAM, (TYP)

EX DC ELECTRIC, (TYP)

EX COMPRESSED

AIR, (TYP)

COMPRESSED AIR (TYP)

ELECTRIC (TYP)

SEE SHEET ES102

ELECTRIC (TYP)

SEE SHEET ES203

P381 ELECTRIC (TYP)

SEE SHEET ES204

SANITARY SEWER (TYP)

SEE SHEET CR101

HIGH PRESSURE STEAM (TYP)

SEE SHEETS MT108 & MT201

FRESH WATER (TYP)

SEE SHEETS CF102 & CF201

HIGH PRESSURE AIR

SEE SHEETS MA105 & MA201

COMPRESSED AIR (TYP)

SEE SHEETS MC106 & MC201

WHEELER TRENCH (TYP)

SEE SHEETS MW103 & MW201

12+00 13+00

EXISTING QUAY

WALL

REFER TO MECHANICAL

SHEETS FOR UTILITY WORK

INSIDE DD1 TUNNEL

STORM DRAINAGE SEE

SHEETS CS111 & CS 201

SUBSTATION 3 EXPANSION

SEE SHEETS ES411 & CS402

UNDERGROUND ELECTRIC

GENERAL NOTES:

1. THIS SHEET IS IN COLOR AND IS REQUIRED TO BE PRINTED IN

COLOR.

2. FOR LEGEND SEE SHEET G-135.

3. COMPOSITE UTILITY PLANS ARE SHOWN FOR GENERAL

COORDINATION. REFER TO INDIVIDUAL DISCIPLINE DRAWINGS

FOR THE WORK REQUIRED AND TAKE PRECEDENCE OVER

THE INFORMATION SOWN ON THESE COMPOSITE UTILITY

DRAWINGS.

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

F I

M

E

U s h a r e d b i m c i v i l d c i v i l G

C

O M

P O

S I T

E

U

T I L I T

Y

P

L A

N d

Y O

M

E

C

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P O

S I T

E

U

T I L I T

Y

P

L A

N

T

U R

N O

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T I N

G

P

U M

P

W

E L L

A

R

O

T T

E D

M o n d a y

N o v e m b e r

E

R m c a r a m a g n o

D E

P A

R T

M E

T

V

Y

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

SEAL

OF

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

D

A

T L

A N

T I C

DRAWFORM REVISION: 07 AUG 2018

CHECK GRAPHIC SCALE BEFORE USING

P

M

U L T

I M

I S

S I O

N

D

C

K

LBT / LBL

EJA

KEY PLAN

GRAPHIC SCALE

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

P I T

A L

I M

P R

O V

E M

E N

T

C

O R

E N

A V

A L

S

T A

T I O

N

N

O R

F O

L K

V

I R

G I N

I A

P O

R T

S M

O U

V

I P

Y A

R D

K I T

T E

R Y

M

A I N

E

AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

1" = 20'

20' 0 20' 40'

PLAN

NORTH

COMPOSITE UTILITY PLAN - TURNOUT & EXISTING PUMP WELL AREA

SCALE: 1" = 20'

M A

T C

H

L

I N

E

S

E

M A

T C

H

L

I N

E

S

E

C O

M P

O S

I T

E

U

T I L

I T

Y

P

L A

N

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L

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A

G-126

12823002

A

M E

N D

M E

V

M

J

WHEELER

1500 GAL

NITROGEN

TANK

1500 GAL

NITROGEN

TANK

3 5

4" WH

1" HPS

4" WH

WHEELER

OPERATORS

WORK STATION

4" WH

CRANE RAIL

3/4" NI

EXISTING CONCRETE PAD

4" WH

6'

1/

8"

17 17

17 HYDRANT

2' - 6"2' - 6"

3' - 0"

HYDRANT

CLEARANCE

TYP.

TYP.

6' - 0" 9' - 8 1/8"

2' - 0"

ACCESS

AREA

CONCRETE

PAD

2' - 0"2' - 0" 6' - 0"

5' - 0"

KEY PLAN KI

TT

ER

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AI

N E

PO

R

TS

M

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N

AV

AL

S H

IP

YA

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N A

V A

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IT

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IN

E

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IN

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C O

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A N

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SATISFACTORY TO

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DATE

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AT

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AP

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SHEET

NAVFAC DRAWING NO.

OF

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BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D

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EN

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#1

DRAWFORM REVISION: 07 AUG 2018

UNCLASSIFIED

U N C

LA

SS

IF

IE

D

UNCLASSIFIED

LBT/LBL

NBJ

EJA

DSN

SCALE: AS SHOWN

CHKDRWDES

CONSTR. CONTR. NO.

EPROJECT NO.: 1604959

Richard Powers, C980 10/15/20

C

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G-144

TJE DFA VAK

12823019 56 1029

SCALE: 3/8" = 1'-0" A3UTILITY ENCLOSURE - ENLARGED DECK PLAN

KEYNOTES

1" HPS PIPE UP FROM PUMP ROOM. MOUNT BOTTOM OF PIPE

1'-0" ABOVE DECK.

PROVIDE 1" HPS STUB WITH BALL VALVE FOR WHEELER

CLEANING SERVICE USE. CAP PIPE 4 FEET FROM WHEELER

TRAILER.

1-1/4" CA PIPE UP FROM PUMP ROOM. MOUNT BOTTOM OF

PIPE 1-0" ABOVE DECK.

PROVIDE 1-1/4" CA STUB WITH BALL VALVE FOR WHEELER

USE. CAP 4 FEET FROM WHEELER TRAILER.

4" WHEELER PIPE UP FROM PUMP ROOM. MOUNT BOTTOM

OF PIPE 1'-0" ABOVE DECK.

PROVIDE 4" BUTTERFLY VALVE AND 4" CAMLOCK HOSE

FITTING FOR WHEELER INLET PIPE TERMINATION.

TERMINATION MUST BE WITHIN 5 FEET OF WHEELER PAD.

REFER TO DETAIL ON MW501.

PROVIDE CONCRETE FILLED STEEL POSTS FOR

PROTECTION OF WHEELER UTILITY SERVICES.

PROVIDE 4" WHEELER DISCHARGE PIPE WITH CAMLOCK

HOSE FITTING AND BUTTERFLY VALVE. MOUNT BOTTOM OF

PIPING AT 1'-0" ABOVE DECK. REFER TO WHEELER PIPING

MOUNTING DETAIL ON MW501.

ROUTE 4" WHEELER PIPING ABOVE GRADE. REFER TO

WHEELER PIPING MOUNTING DETAIL ON MW501.

REFER TO CIVIL DRAWING MW103 FOR CONTINUATION OF 4"

PIPING ROUTED BELOW PORTAL CRANE RAILS.

3/4" NITROGEN PIPING, DECK MOUNTED. PROVIDE 3/4" VALVE

AND CAP FOR PIPING CONNECTION BY VENDOR.

ROUTE 3/4" NITROGEN LINE INTO PUMP WELL.

LOCATE OPERATORS WORK STATION ON EXISTING

CONCRETE PAD FOR USE WITH WHEELER SYSTEM SERVING

DRY DOCK 1E.

1500 GAL NITROGEN BULK TANKS ARE RENTED EQUIPMENT

FROM VENDOR. TANKS MUST BE INSTALLED ON 6" HIGH

CONCRETE PAD. PAD MUST BE 20'X10'.

WHEELER VACUUM SYSTEM FOR OILY WATER REMOVAL

FROM BOATS. EQUIPMENT OWNED BY SHIPYARD AND WILL

BE LOCATED BY SHIPYARD.

PROVIDE PIPE CLAMP FOR 3/4" NITROGEN SECUREMENT TO

DECK EVERY 6'-0" MINIMUM.

FOR PIPE PENETRATIONS AT EXISTING CONCRETE DECK,

REFER TO DETAIL B2 ON M-501

LEGEND

EXISTING

WORK WORK

4' 0' 8' 16' 32' 64'

4' 12' 3/8" = 1'-0"

AM

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M

EN

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