Amendment 14 - General Dwgs.pdf

SUPERFLOOD BASIN

B

E

R

T

H

B

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

A

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

BERTH 11

CIA FENCE SHALL EXTEND A

MINIMUM OF 5 FEET INTO

THE BASIN OR RIVER SIDE

(TYP 4 LOCATIONS)

10'-0" (M

IN)

10FT CLEAR ZONE ON BOTH SIDES

OF FENCE TO BE MAINTAINED AT

ALL TIMES

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

F I L E

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E u s f s h a r e d p r o j e c t s 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

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W e d n e s d a y

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R m c a r a m a g n o

D E

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V

Y

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

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SEAL

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DRAWFORM REVISION: 07 AUG 2018

P

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R Y

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

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A I N

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AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

G105

12822981

C O

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H A

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

M E

V

M G

A

M E

N D

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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-124.

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

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2 3 4 5

1 2 3 4 5

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EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 07 AUG 2018

CHECK GRAPHIC SCALE BEFORE USING

P

U L

T I M

I S

S I O

N

D

R Y

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

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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'

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GUARD HOUSE

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PUMP WELL ENTRANCE

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45A UNABLE TO ACCESS

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SOFT WALL STORAGE BUILDING

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EOC

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STEEL PLATFORM

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GARAGE

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OFL 17A(R)

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ALTAR

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WOODEN DECK

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OUTLET

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1" COND.

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1" HPA QL-B

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SOIL ZONE 1

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