RM22-0455 Repair Berths 40 41 Site LImits drawings.pdf
PDF 2 MB Posted
- Attached to
- P-678 Dry Dock 8 Saltwater System for CVN-78, Norfolk Naval Shipyard, Portsmouth, Virginia
- Solicitation number
- N40085-22-R-2598
About this file
This document contains drawings and specifications for a federal solicitation seeking repair and demolition services at Berths 40 and 41 at the Norfolk Naval Shipyard in Portsmouth, Virginia. The solicitation drawings depict existing site conditions and plans for civil demolition at Berths 40 and 41, including removal of pavement, utilities, structures, cranes and other infrastructure to prepare the sites for repairs. Key scope items include demolishing intake structures, cutting and capping pipelines, relocating diesel pumps, removing transformers and other equipment, and establishing laydown areas. Temporary bypass utilities are specified to maintain services during work. The related solicitation seeks bids for work on the Dry Dock 8 saltwater system at the Norfolk Naval Shipyard to support the aircraft carrier CVN-78.
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Text version
SCALE: 1" = 30'
PLAN - EXISTING CONDITIONSA1
PLAN
NORTH
60'0 30'
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BERTH 41 (AREA 102)
BERTH 40 (AREA 101)
DRY DOCK 8
BERTH 41 DECK PLAN (ST102)
BERTH 40 DECK PLAN (ST101)
CAISSON
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LAYDOWN AND STAGING AREA
END
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EMH-860
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END
52224 BEGIN
5BEGIN
BEGIN
END
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BERTH 41
BERTH 40
DRY DOCK 8
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KEY PLAN
SCALE:1" = 20'
PLAN
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20'0 10' 40'
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AS NOTED
CIVIL DEMOLITION PLAN - BERTH 40A1
SHEET NOTES
1. SEE STRUCTURAL DRAWINGS FOR SITE STRUCTURAL DEMOLITION.
2. SEE ELECTRICAL DRAWINGS FOR SITE ELECTRICAL DEMOLITION.
DEMOLISH PAVEMENT. ASSUME 8" THICK ASPHALT
PAVEMENT OVERLAY ON 8" THICK CONCRETE
SHEET LEGEND
SHEET KEYNOTES
1. CAP SALTWATER LINE TO REMAIN. FULLY RESTRAIN PIPES THAT WILL
BE CONNECTED TO PRESSURIZED SYSTEM DURING CONSTRUCTION.
DRAIN AND WINTERIZE PIPES THAT WILL BE DORMANT DURING
CONSTRUCTION.
2. COMPLETELY DEMOLISH SALTWATER
3. PERMANENTLY REMOVE/ABANDON ELECTRICAL DUCTBANK AS
NEEDED TO ALLOW FOR CONSTRUCTION ACTIVITIES.
4. RELOCATE TWO DIESEL PUMPS. PLACE ONE IN STORAGE AT
LOCATION DIRECTED BY CONTRACTING OFFICER. RELOCATE ONE TO
BERTH 42 AT THE LOCATION SHOWN ON SHEET CD102. NNSY TO
EMPTY FUEL PRIOR TO RELOCATION.
5. DEMOLISH CRANE RAIL AND FOUNDATION
6. TEMPORARY STRUCTURE REMOVED BY GOVERNMENT PRIOR TO
CONSTRUCTION
7. CONTRACTOR TO FIELD INSPECT AND FULLY DOCUMENT INTAKE
STRUCTURE PRIOR TO REMOVAL. RECORD ALL DIMENSIONS AND
MATERIALS AND OPERATION CAPACITIES IN ORDER TO RE-BUILD
INTAKE STRUCTURE IN KIND TO MATCH CURRENT OPERATING
CONDITIONS AFTER BERTH REPAIR ACTIVITIES ARE COMPLETE.
DEMOLISH ASSOCIATED SALTWATER AND 1" DRAIN LINE AS NEEDED
TO ALLOW FOR CONSTRUCTION ACTIVITIES. CAP PIPING TO REMAIN IN
PLACE.
8. PRESERVE AND PROTECT EXISTING MOORING BOLLARDS.
9. DISCONNECT AND TEMPORARILY REMOVE SITE FEATURES. PLACE IN
STORAGE AT LOCATION DIRECTED BY CONTRACTING OFFICER.
10. REMOVE BUILDING 1622 AND RETURN TO NNSY TO LOCATION
DIRECTED BY CONTRACTING OFFICER. REMOVE CONCRETE
FOUNDATION.
11. DEMOLISH CAPSTAN
12. DISCONNECT AND TEMPORARILY REMOVE TRANSFORMER. PLACE IN
STORAGE AT LOCATION DIRECTED BY CONTRACTING OFFICER.
13. CUT AND DEMOLISH PORTION OF UTILITIES AT RISER (OXYGEN,
PROPANE, SALTWATER OVERBOARD) AS NEEDED TO ALLOW FOR
CONSTRUCTION ACTIVITIES. CAP AND FULLY RESTRAIN PIPING TO
REMAIN.
14. NOT USED
15. PERMANENTLY REMOVE MOORING HARDWARE
22. PERMANENTLY REMOVE REMOVABLE CRANE RAIL.
23. PROVIDE ABOVEGROUND TEMPORARY UTILITY SERVICES (ELECTRIC,
FRESH WATER, PROPANE, STEAM, SALTWATER) FROM PIER 6 (BERTH
39, RISER 5) TO PURE WATER MANUFACTURING FACILITY. ROUTE
UTILITIES THROUGH UTILITY TROUGH IF POSSIBLE. PROTECT BOTH
SIDES OF UTILITY ROUTE WITH JERSEY BARRIER FENCE PROTECTION.
24. PERMANENTLY REMOVE GAUGE.
COMPLETELY DEMOLISH BERTH. SEE STRUCTURAL FOR
WHARF DECK AND PILING REMOVAL
ABOVEGROUND TEMPORARY UTILITY SERVICES WITH
JERSEY BARRIER PROTECTION
Ex
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12" OW/WO
12" OW/WO
12" OW/WO
10" SDFM
10" SDFM
10" SDFM
10" SDFM
12" OW/WO
16" SW 16
" S
W 3
LAYDOWN AND STAGING AREA
FOR FULL EXTENTS SEE
DETAIL D1 THIS SHEET
3BEGIN
EMH-897
EMH-898
151515
26BEGIN
BEGIN
END 3
BE
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N
EN
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END
18END
BEGIN
BEGIN
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21 395'
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BASE ROADWAY
MCCAWLEY STREET
SDx
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SSx SSx
Ux SDFMx
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SAN
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10" SDFM
10"
SDFM
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EN
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AV
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A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
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IT
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S
EN
G
IN
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AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUG 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
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ID
-A
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NA
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TA
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ON
NO
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A
NO
RF
O
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N
AV
AL
S
HI
PY
AR
D
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
RM
-0
RE
PA
IR
B
ER
TH
S
JTL/TLH
EJA
DSN
1723777
N O
T
FO
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CO
N
ST
RU
CT
IO
N
P R
E L
IM
IN
A
R Y
/0 4/
FI
N
AL
S U
BM
IT
TA
L
CLZ KJS MLC
CI
VI
L D
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OL
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N
PL
AN
BE
RT
H
CD102
AS NOTED
BERTH 41
BERTH 40
DRY DOCK 8
NN
BERTH 41
BERTH 40
DRY DOCK 8
NN
SHEET NOTES
SCALE:1" = 20'
PLAN
NORTH
20'0 10' 40'
1. SEE STRUCTURAL DRAWINGS FOR SITE STRUCTURAL DEMOLITION.
2. SEE ELECTRICAL DRAWINGS FOR SITE ELECTRICAL DEMOLITION.
SHEET LEGEND
KEY PLAN
CIVIL DEMOLITION PLAN - BERTH 41A1
SHEET KEYNOTES
1. NOT USED
2. NOT USED
3. PERMANENTLY REMOVE/ABANDON ELECTRICAL DUCTBANK AS
NEEDED TO ALLOW FOR CONSTRUCTION ACTIVITIES.
4. NOT USED
5. DEMOLISH CRANE RAIL TRACK
6. TEMPORARY STRUCTURE REMOVED BY GOVERNMENT PRIOR TO
CONSTRUCTION
7. NOT USED
8. PRESERVE AND PROTECT MOORING BOLLARDS AND CLEATS
9. NOT USED
10. NOT USED
11. DEMOLISH CAPSTAN
12-14NOT USED
15. PERMANENTLY REMOVE MOORING HARDWARE
16. DEMOLISH OILY WASTE/WASTE OIL (OW/WO) LINE AFTER TEMPORARY
BYPASS LINE IS FULLY INSTALLED, OPERATIONAL, AND APPROVED
FOR USE BY CONTRACTING OFFICER.
17. BUILDING REMOVAL BY CONCURRENT PROJECT P678 SALTWATER
SYSTEM.
18. DEMOLISH STORM DRAIN FORCE MAIN. DRAIN AND CAP PIPES THAT
WILL BE DORMANT DURING CONSTRUCTION.
19. CUT OW/WO LINE. DRAIN AND CAP PIPES THAT WILL BE DORMANT
DURING CONSTRUCTION.
20. ABOVEGROUND TEMPORARY BYPASS OW/WO LINE. INSTALL PRIOR
TO DEMOLITION OF BERTH 41. PROTECT BOTH SIDES OF ROUTE WITH
JERSEY BARRIER FENCE PROTECTION.
21. RELOCATE DIESEL PUMP FROM BERTH 40 TO LOCATION ADJACENT TO
BERTH 42 RISER 3 APPROXIMATELY 395' FEET TO THE SOUTHEAST OF
SECURITY FENCE. NNSY TO RE-FILL FUEL AFTER RELOCATION.
22. REMOVE STORM DRAIN TRENCH WITHIN CRANE RAIL. TEMPORARILY
CAP PIPE STUB AT YD 567
23. PERMANENTLY REMOVE REMOVABLE CRANE RAIL.
24. NOT USED
25. PERMANENTLY REMOVE GAUGE
26. ROUTE TEMPORARY BYPASS OW/WO LINE THROUGH UTILITY TUNNEL.
COORDINATE WITH PUBLIC WORKS FOR EXACT ROUTING AND WORK
WITHIN TUNNEL. INSTALL PRIOR TO DEMOLITION OF BERTH 41.
27. REMOVE AND RE-SET FENCE AS REQUIRED FOR CONSTRUCTION
ACTIVITIES
28. CUT DD8 8" SUMP DRAIN AND PROVIDE ABOVEGROUND TEMPORARY
DRAIN TO YD 567. CUT DD8 24" PUMP DRAIN AND INSTALL TEMPORARY
PLUG.
DEMOLISH PAVEMENT. ASSUME 8"
THICK ASPHALT PAVEMENT OVERLAY
ON 8" THICK CONCRETE
COMPLETELY DEMOLISH BERTH. SEE STRUCTURAL FOR
WHARF DECK AND PILING REMOVAL
SCALE:1" = 50'
PLAN
NORTH
50'0 25' 100'
ENLARGEMENT - BERTH 40 LAYDOWN AND STAGING AREAD1
200' X 37'
LAYDOWN AND STAGING AREA
DEMOLISH DD8 PUMPWELL DRAINAGE
TEMPORARY OW/WO. PROTECT BOTH SIDES OF
ABOVEGROUND PIPING WITH JERSEY BARRIER FENCE.
2 Pages from Part 6 RFP drawings_2022-04-01 RM22-0455 Repair Berths 40 & 41 D-B RFP
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