CD-101.pdf

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Attached to
Dry Dock 2 Complex, Portsmouth Naval Shipyard, Kittery, ME
Solicitation number
N4008521R1225
Issued by

About this file

This site plan and demolition drawing is for the Dry Dock 2 Complex project at the Portsmouth Naval Shipyard in Kittery, Maine. The project involves demolishing existing structures and utilities to prepare the site for construction of a new dry dock complex. Key structures and utilities to be removed include Building 346, various enclosed stairways, sheds, railings, duct banks, storm drains, sanitary sewers, and a 16-inch water main. Protective measures must be implemented to ensure the historical Building 240 is not damaged. The project will maintain a minimum 20-foot wide access route from John Paul Jones Avenue to Snowden Street throughout construction.

The related federal contract opportunity is solicitation number N4008521R1225 for the Dry Dock 2 Complex project at the Portsmouth Naval Shipyard. The solicitation seeks offers for the construction project and was issued by the Department of the Navy Naval Facilities Engineering Command. No further details are provided on proposal due dates, award dates, pricing terms, or set-asides in the information given.

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Text version

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MATTHEW MARK RANDALL

IAN BODWELL

JEFF HOYT

PATRICK BAKAJ

CD-101

12839038

LDA MJL

FAC-YR-NUM

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DOCKSIDE COMPLEX SITE DEMOLITION PLAN

DEMOLITION KEYED NOTES:

KEY PLAN

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B.240

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CONTAINER

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%%UBUILDING 346

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MECHANICAL EQUIPMENT

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CONTAINER

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ENCLOSED STAIRWAY

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RAILS

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RAIL

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DC-2908

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CHAIN LINK GATE

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MC1

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MP

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MP

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MP

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MP

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MP

AutoCAD SHX Text 105(R)

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0XY/ACET

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0XY/ACET

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AIR

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SYL

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SYL

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MP

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CRANE

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FOOTING

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SHED

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METAL STEPS (CRANE ACCESS)

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6-19(R) OBSTRUCTED UNABLE TO ACCESS

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SYL

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BUILDING 346

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3" METAL COND.

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ELECTRIC BOX "DANGER HIGH VOLTAGE"

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HATCH

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1" METAL COND. (ELEC & COMM)

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COVER

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15" INSULATED PIPE

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2" METAL COND.

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TURNSTILE ON DECK

AutoCAD SHX Text 6-61(R)

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RAILS

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RAMP

AutoCAD SHX Text 9.2

AutoCAD SHX Text 9.6

AutoCAD SHX Text 9.5

AutoCAD SHX Text 8.7

AutoCAD SHX Text 9.7

AutoCAD SHX Text 9.6

AutoCAD SHX Text 9.5

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55070002 9.57 DMS

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FF

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AutoCAD SHX Text 8.6

AutoCAD SHX Text 8.7

AutoCAD SHX Text 8.6

AutoCAD SHX Text 9.5

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WV

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WV

AutoCAD SHX Text 8.7

AutoCAD SHX Text 9.2

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FF=11.4'

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TP 3

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TP 2

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GG

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DD

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WV 1331

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TH=10.6'

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ES

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TH=11.0'

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WV

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BB

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WV

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MW

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MW

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MW

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CO

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ENCLOSURE 6

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AutoCAD SHX Text 6-54

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AutoCAD SHX Text 6-15

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6-17A (FORMER CB)

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6-14 (FORMER CB)

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AutoCAD SHX Text 6-11

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AutoCAD SHX Text 6-53B2

AutoCAD SHX Text 6-52

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AutoCAD SHX Text 6-60

AutoCAD SHX Text 6-53B1

AutoCAD SHX Text 6-16

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AC-82

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AC-841

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AC-842

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DC-2908A

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AutoCAD SHX Text (C)

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WV 1328 (TM)

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WV 1329 (TM)

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WV 1330 (TM)

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WV 1332 (TM)

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12" VERTICAL STEAM

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MW

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MW

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MW

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MW

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MW

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MW

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MW

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SUPPORT LEGS FOR BUMPER STOP (TYP. OF 4)

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RAILS EMBEDDED IN CONC.

AutoCAD SHX Text 10.2

AutoCAD SHX Text 9.3

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SUMP:6.0

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SUMP:4.6

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SUMP:6.2

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SUMP:4.8

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SUMP:7.8

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SUMP:7.6

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SUMP:7.6

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SUMP:7.3

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SUMP:7.2

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SUMP:8.0

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SUMP:8.1

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SUMP:8.0

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SUMP:3.7

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SUMP:4.6

AutoCAD SHX Text 9.6

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SUMP:2.7

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SUMP:8.7

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SUMP:8.8

AutoCAD SHX Text 8.6

AutoCAD SHX Text 9.6

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CONCRETE ENCASED DC DUCT BANK TO BE REMOVED, WIDTH: 1'-8" ±20 LF

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AC DUCT BANK TO BE REMOVED, ±45 LF

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6" STORM DRAIN TO BE REMOVED, ±15 LF

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STORM DRAIN TO BE REMOVED, ±15 LF

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RAIL TO BE REMOVED, ±50 LF

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STORM DRAIN TO BE REMOVED, ±50 LF

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STORM DRAIN TO BE REMOVED, ±80 LF

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STORM DRAIN TO BE REMOVED, ±50 LF

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SAWCUT LINE, TYP.

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STORM DRAIN TO REMAIN UNDER CONCRETE SLAB.

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SANITARY SEWER TO REMAIN

AutoCAD SHX Text 8' +/- SANITARY SEWER PIPE TO BE REMOVED. EXISTING SANITARY SEWER PIPE TO BE CONSIDERED HAZARDOUS MATERIAL.

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EXISTING CONCRETE SLAB TO REMAIN

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SAWCUT LINE, TYP.

AutoCAD SHX Text 8' +/- SANITARY SEWER PIPE TO BE REMOVED. EXISTING SANITARY SEWER PIPE TO BE CONSIDERED HAZARDOUS MATERIAL.

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EXISTING GRATE SYSTEM TO BE REMOVED

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EDGE OF ARCHEOLOGICAL SENSITIVE AREA

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STORM DRAIN TO BE REMOVED, ± 10 LF

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DO NOT DISTURB EXISTING SLAB

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STORMDRAIN TO REMAIN UNDER SLAB

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SANITARY SEWER TO REMAIN UNDER SLAB

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STORM DRAIN TO BE REMOVED, ± 10 LF

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STORM DRAIN TO BE REMOVED, ± 5 LF

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10' +/- EXISTING WATER SERVICE TO BE REMOVED.

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12" STORM DRAIN TO BE CAPPED AND ABANDONED

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REMOVE 12" WEDGE OF CONCRETE FOR DUCT BANK

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12" STORM DRAIN TO BE CAPPED AND ABANDONED

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SAWCUT LINE, TYP.

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SAWCUT LINE, TYP.

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JOHN PAUL JONES AVE.

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16" WATER MAIN TO BE REMOVED, ±150 LF

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DOCKSIDE COMPLEX SITE DEMOLITION PLAN

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PLAN

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NORTH

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SCALE:

AutoCAD SHX Text 1" = 10'

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AutoCAD SHX Text 20'

AutoCAD SHX Text Scale: 1" = 10'-0"

AutoCAD SHX Text DEMOLISH AND DISPOSE OF EXISTING PASSAGEWAY. COORDINATE WITH PNSY TO ENSURE DAILY ACCESS TO ENCLOSURE 6 MAINTAIN MINIMUM OF 20' ACCESS FROM JOHN PAUL JONES AVENUE TO SNOWDEN STREET THROUGHOUT THE DURATION OF CONSTRUCTION. SEE LS-101 FOR 20' FIRE LANE LOCATION. REMOVE APPROXIMATELY 30 LF 6" INSULATED CONDENSATE. EXISTING STEAM AND CONDENSATE EXIST ON THE BUILDING AND THE BUILDING IS CONSIDERED HISTORICAL. PROJECT MONITORING WELL LOCATIONS THROUGHOUT DEMOLITION AND CONSTRUCTION.

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AutoCAD SHX Text BUILDING 240 HAS BEEN IDENTIFIED AS A HISTORICAL BUILDING, AS SUCH PROTECTIVE MEASURES MUST BE PUT IN PLACE TO ENSURE THAT THE BUILDING IS NOT DAMAGED DURING CONSTRUCTION.

AutoCAD SHX Text Lee D. Allen 9218

AutoCAD SHX Text 03-19-2021

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CD-101

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