Amendment 14 - Henderson Point Dwgs.pdf
PDF 15 MB Posted
- Solicitation number
- N4008520R0021
About this file
This document provides details for a federal contract solicitation to construct additions to Dry Dock #1 at the Portsmouth Naval Shipyard in Kittery, Maine. The solicitation is for a design-bid-build project that will construct two new dry dock bays, labeled Dry Dock #1 North and Dry Dock #1 West, within the existing superflood basin area. The existing Dry Dock #1 will be renamed Dry Dock #1 East. The new construction will include concrete floors, walls and center wall separating the new bays, new pump well systems and pump station building, portal crane rails, mooring hardware, mechanical and electrical utilities, utility tunnels, and all other appurtenances required to ensure operational dry docks. Modifications will also be made to the existing basin closure wall and Berths 1 and 11. The solicitation is being conducted by the Naval Facilities Engineering Command on behalf of the Department of the Navy.
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APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
PM / DM
BRANCH MANAGER
CHIEF ENG / ARCH
FIRE PROTECTION
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AIR/GAS LINE (MAPP & OXYGEN)
UNDERGROUND ELECTRICAL DISTRIBUTION LINE -
COMMUNICATION PER RECORD
UNDERGROUND STEAM LINE
UNDERGROUND STEAM LINE PER RECORD
JERSEY BARRIER
UNDERGROUND ELECTRIC DISTRIBUTION LINE-COMMUNICATION
CHAIN LINK FENCE
UTILITY POLE & GUY WIRE
UTILITY POLE W/ LIGHT
LIGHT POST
LIGHT POLE (ONE ARM)
LIGHT POLE (TWO ARMS)
SIGN
FENCE POST
GRANITE POST
BOLLARD
FIRE HYDRANT
WATER GATE VALVE
WATER SHUTOFF VALVE
PRESSURE INDICATOR VALVE
SPIGOT
IRRIGATION CONTROL VALVE
WELL
GAS GATE VALVE
GAS SHUTOFF VALVE
VENT PIPE
ELECTRIC BOX
TELEPHONE BOX
UTILITY BOX
CATCH BASIN
DOUBLE CATCH BASIN
DRAIN MANHOLE
MANHOLE (UNK)
ELECTRIC MANHOLE (AC)
TELEPHONE MANHOLE
WATER MANHOLE
SEWER MANHOLE
CLEANOUT
CONIFEROUS TREE
DECIDUOUS TREE
BORING
TEST PIT
MONITORING WELL
STONE WALL
STOCKADE FENCE
PICKET FENCE
WIRE FENCE
GUARDRAIL
OVERHEAD WIRES
SEWER LINE
DRAIN LINE
GAS LINE
WATER LINE
UNDERGROUND ELECTRIC LINE
TREE LINE
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
EDGE OF WATER
SEWER LINE PER RECORD
DRAIN LINE PER RECORD
GAS LINE PER RECORD
WATER LINE PER RECORD
ELECTRIC LINE PER RECORD
WATER METER
CABLE BOX
CATCH BASIN INLET
PAD MOUNTED TRANSFORMER
SPRINKLER
FLARED END SECTION
GAS REGULATOR
HAND HOLE
SHRUB LINE
UTILITY POLE
POST
CATCH BASIN PER RECORD
DRAIN MANHOLE PER RECORD
SEWER MANHOLE PER RECORD
ROCK/BOULDER
FLAG POLE
SCUPPER
MARINE BOLLARD
CAPSTAN
STEAM MANHOLE
CLEAT
UNKNOWN UNDERGROUND UTILITY LINE
RD
ROOF DRAIN
MANHOLE (DC)
VENT PIPE
SEWER FORCE MAIN LINE
SAFETY RAIL
EXISTING CONDITIONS LEGEND:
CIVIL LEGEND:
HIGH PRESSURE AIR LINE
SAWCUT, REMOVE AND DISPOSE, OR REUSE
EXISTING BITUMINOUS CONCRETE PAVEMENT
CRUSHED STONE TRANSPORTER AREA
FILL AND BITUMINOUS ASPHALT OVERLAY
CONSTRUCTION FENCE
CONTINUOUS BERM
CB
REMOVE AND DISPOSE OF CONCRETE PAD OR
FOOTING, BUILDING, OR OTHER SURFACE FEATURES
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R-101 -
1. ELEVATION CONTOURS, SPOT GRADES, INVERTS AND DIMENSIONS ON CIVIL
DRAWINGS ARE IN DECIMAL FEET UNLESS NOTED OTHERWISE.
2. WORK FROM GIVEN DIMENSIONS AND LARGE SCALE DETAILS ONLY. DO NOT
SCALE DRAWINGS.
3. EXISTING CONDITIONS ARE BASED ON FIELD SURVEY BY DOUCET SURVEY,
INC., AND PORTSMOUTH NAVAL SHIPYARD (PNSY) YARD RECORD
DRAWINGS. HORIZONTAL CONTROL IS BASED UPON MAINE STATE PLANE
COORDINATES NAD83 /96 MAINE WEST ZONE 1802. VERTICAL DATUM IS
BASED ON NAVD 1988 VERTICAL DATUM PER PNSY CONTROL SURVEY OF
2002. CONTROL POINTS H1, (PUBLISHED ELEV. = 15.751). EXISTING
CONDITIONS ARE ALSO BASED ON RECORD DRAWINGS AND OBSERVATION.
HORIZONTAL DATUM IS MAINE STATE COORDINATES, WEST ZONE NAD 83.
4. EXERCISE CARE TO PROTECT EXISTING BENCHMARKS, SYSTEMS, AND
SURFACES TO REMAIN. ALL DAMAGED SYSTEMS AND SURFACES MUST BE
REPAIRED OR REPLACED AS APPROVED BY THE CONTRACTING OFFICER AT
NO ADDITIONAL COST TO THE GOVERNMENT.
5. YELLOW PLASTIC - YELLOW OR ORANGE-YELLOW COLORED MATERIALS WILL
NOT BE USED FOR THE FOLLOWING PURPOSES; PROTECTIVE CLOTHING,
HOODS, SHEETING, TARPS, POLYETHYLENE BOTTLES OR OTHER
CONTAINERS, TAPES, BAGS, BANDING, IDENTIFICATION MARKS ON TOOLS,
BOUNDARY MARKERS, RIBBONS, VENT DUCTS, ETC. CONTRACTOR
GENERATED YELLOW COLORED WASTE SHALL BE DISPOSED OF BY THE
CONTRACTOR OFF-YARD, SHIPYARD REFUSE CONTAINERS SHALL NOT BE
USED FOR THE DISPOSAL OF YELLOW COLORED WASTE MATERIALS.
YELLOW COLORED ITEMS SUCH AS DESCRIBED ABOVE ARE OF SPECIAL
SIGNIFICANCE WITHIN THE SHIPYARD AND ARE SUBJECT TO STRICT
CONTROLS. YELLOW COLORED CONTRACT GENERATED DEBRIS SHALL BE
BAGGED IN NON-TRANSLUCENT CONTAINERS AND PROMPTLY REMOVED
FROM PORTSMOUTH NAVAL SHIPYARD.
6. REPORT ALL SPILLS AND LEAKS OF OIL OR OTHER HAZARDOUS
SUBSTANCES (IE OIL, ANTIFREEZE, CHEMICALS, ETC.) OCCURRING DURING
THE PERFORMANCE OF THIS CONTRACT IMMEDIATELY UPON DISCOVERY,
REGARDLESS OF THE QUANTITY. CALL THE FIRE DEPARTMENT AT
207.438.2333 TO REPORT THE SPILL. THE GOVERNMENT RESERVES THE
RIGHT TO CLEAN UP, PACKAGE AND DISPOSE OF CONTRACTOR SPILLS
OCCURRING ON THE SHIPYARD, AND BILL SUCH COSTS TO THE
CONTRACTOR.
7. NOTIFY CONTRACTING OFFICER AND STOP WORK IMMEDIATELY IF
HAZARDOUS MATERIAL SUCH AS PCB, LEAD PAINT, AND FRIABLE AND
NON-FRIABLE ASBESTOS AND ANY OTHER MATERIAL THAT MAY BE
HAZARDOUS TO HUMAN HEALTH IS ENCOUNTERED DURING CONSTRUCTION
OPERATIONS.
8. THE SOIL FILTER SURFACE SHOULD BE PLANTED WITH A GRASS SPECIES
THAT IS TOLERANT OF FREQUENT INUNDATION AND WELL DRAINED SOILS.
UPON SEEDING, THE SOIL FILTER SHOULD BE MULCHED WITH STRAW OR AN
EROSION CONTROL MIXTURE A CONSERVATIVE TYPE SEED MIXTURE IS
APPROPRIATE (OR A 48 LBS/ACRE MIXTURE CONTAINING 20 LBS/ACRE OF
CREEPING RED FESCUE AND TALL FESCUE EACH PLUS 8 LBS.ACRE OF
BIRDSFOOT TREFOIL).
9. DISTURBED SLOPES OF GREATER THAN 3:1 WILL HAVE PERMANENT
SEEDING INSTALLED WITH EROSION CONTROL BLANKETS ON TOP
GENERAL NOTES:
25' MHHW BUFFER
75' MHHW BUFFER
CHANNEL LIMITS
105' CHANNEL BUFFER
FLOOD PLAIN
LIMIT OF WORK
SHIPYARD EQUIPMENT TO BE
RELOCATED
CLEAR AND GRUB EXISTING
VEGETATION
EROSION CONTROL BLANKET
STRUCTURE RELOCATION
EXISTING GRAVITY SEWER
EXISTING FRESH WATER MAIN
EQUIPMENT REMOVAL
RIP RAP REMOVAL
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CRUSHED STONE
GRASS SWALE AND SOIL FILTER
LOAM AND SEED
LOAM AND SEED, SUBMERGED
(SEE NOTE 8)
POTENTIAL CASTING PAD
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KEY NOTES
1 SILT SACK (TYP.) ALL EXISTING AND NEW STORM DRAIN
INLETS.
2 CONTINUOUS BERM (CB) AROUND CONTRACTOR WORK
ZONES (TYP).
3 SITE ACCESS ROUTE
4 GRAVEL CONSTRUCTION ENTRANCE/EXIT
5 EXISTING MONITORING WELLS TO BE PROTECTED WITH
EROSION CONTROL BARRIER
6 INSTALL EROSION CONTROL BLANKET
GENERAL NOTES
1 SEE DRAWING G-008 IN VOLUME 1 FOR
ENVIRONMENTAL CONTROL NOTES.
2 SEE DRAWING CJ001 IN VOLUME 2 FOR EROSION
CONTROL NOTES.
3 SEE DRAWING CJ501 IN VOLUME 2 THRU CJ502 FOR
EROSION CONTROL DETAILS.
4 SILT SACKS AND STORM DRAIN INLET PROTECTION TO
BE IN PLACE AT ALL EXISTING AND PROPOSED
DRAINAGE STRUCTURES.
5 CONTINUOUS BERM MUST BE CONTINUOUS AROUND
CONTRACTOR WORK ZONES, CONTRACTOR LAYDOWN
AREAS AND AS REQUIRED TO CONTROL MOVEMENT OF
SEDIMENTS.
6 THESE PLANS WERE DEVELOPED FOR PERMITTING
PURPOSES ONLY. THE GOVERNMENT HAS ASSUMED
AND DESIGNED THE IMPROVEMENTS FOR USE OF THE
SITE WILL BE FOR GENERAL STORAGE OF MATERIALS
AS WELL AS A CONCRETE PRECASTING YARD.
DEVELOPMENT OF THE SITE MAY BE USED FOR ANY
PURPOSE WITHIN THE LIMITS OF THE PERMIT. DESIGN
OF ALL IMPROVEMENTS AND MODIFICATIONS
REQUIRED FOR THE CONTRACTOR'S USE SHALL BE BY
THE CONTRACTOR AS SHOWN IN PERMIT DRAWINGS
1" = 40'
80'40'040'
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DRAWFORM REVISION: 07 AUG 2018
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LBT / LBL
EJA
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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SBF MJC ASM
RICHARD POWERS,
C980 10/15/20
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PLAN
NORTH
EROSION CONTROL PLAN - HENDERSON POINT 1 OF 2
SCALE: 1" = 30'
CONTRACTOR RESPONSIBLE FOR
IMPLEMENTING AND MAINTAINING SEDIMENT
CONTROL MEASURES ASSOCIATED WITH THE
DEVELOPMENT IN CONFORMANCE WITH
MEDEP REGULATIONS
MATCH LINE - SEE SHEET R-103
R-102
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(6) AB FUEL
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OFL 84(R)
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EXPOSED RAIL UNDER PAVEMENT
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RAILS
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VSP (SEWER VALVE CONN.)
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VSP (SEWER VALVE CONN.)
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RAILS
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30" ELM
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INV=7.84
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CONCRETE BATCH PLANT
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KEY NOTES
1 SILT SACK (TYP.) ALL EXISTING AND NEW STORM DRAIN
INLETS.
2 CONTINUOUS BERM (CB) AROUND CONTRACTOR WORK
ZONES (TYP).
3 SITE ACCESS ROUTE
4 GRAVEL CONSTRUCTION ENTRANCE/EXIT
5 EXISTING MONITORING WELLS TO BE PROTECTED WITH
EROSION CONTROL BARRIER
6 INSTALL EROSION CONTROL BLANKET
GENERAL NOTES
1 SEE DRAWING G-008 IN VOLUME 1 FOR
ENVIRONMENTAL CONTROL NOTES.
2 SEE DRAWING CJ001 IN VOLUME 2 FOR EROSION
CONTROL NOTES.
3 SEE DRAWING CJ501 IN VOLUME 2 THRU CJ502 FOR
EROSION CONTROL DETAILS.
4 SILT SACKS AND STORM DRAIN INLET PROTECTION TO
BE IN PLACE AT ALL EXISTING AND PROPOSED
DRAINAGE STRUCTURES.
5 CONTINUOUS BERM MUST BE CONTINUOUS AROUND
CONTRACTOR WORK ZONES, CONTRACTOR LAYDOWN
AREAS AND AS REQUIRED TO CONTROL MOVEMENT OF
SEDIMENTS.
6 THESE PLANS WERE DEVELOPED FOR PERMITTING
PURPOSES ONLY. THE GOVERNMENT HAS ASSUMED
AND DESIGNED THE IMPROVEMENTS FOR USE OF THE
SITE WILL BE FOR GENERAL STORAGE OF MATERIALS
AS WELL AS A CONCRETE PRECASTING YARD.
DEVELOPMENT OF THE SITE MAY BE USED FOR ANY
PURPOSE WITHIN THE LIMITS OF THE PERMIT. DESIGN
OF ALL IMPROVEMENTS AND MODIFICATIONS
REQUIRED FOR THE CONTRACTOR'S USE SHALL BE BY
THE CONTRACTOR AS SHOWN IN PERMIT DRAWINGS
1" = 30'
30' 0 30' 60'
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O n s i t e
L a n d
U s e
A l t e r n a t i v e s H e n d e r s o n
P o i n t E r o s i o n a n d
S e d i m e n t
C o n t r o l
P l a n d
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F e b r u a r y
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R b c u l l i n a n
D E
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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
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K
LBT / LBL
EJA
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
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P R
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K I T
T E
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M
A I N
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AS SHOWN
SBF MJC ASM
RICHARD POWERS,
C980 10/15/20
E R
O S
I O
N
C
O N
T R
A
N
H
E N
D E
R S
I N
PLAN
NORTH
EROSION CONTROL PLAN - HENDERSON POINT 2 OF 2
SCALE: 1" = 30'
CONTRACTOR RESPONSIBLE FOR
IMPLEMENTING AND MAINTAINING SEDIMENT
CONTROL MEASURES ASSOCIATED WITH THE
DEVELOPMENT IN CONFORMANCE WITH
MEDEP REGULATIONS
MATCH LINE - SEE SHEET R-102
R-103
A
M E
N D
M E
V
M G
12823997
A
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N D
M E
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OFL 82(R)
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30" ELM
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APPROXIMATE LIMIT OF 2020 SURVEY
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8" SD
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8" SD
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8" SD
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6" VIT. SD
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12" SD
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8" SD
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6" SD
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OUTFALL
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AutoCAD SHX Text #81
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OUTFALL
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HTL EL=5.8
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35' FEDERAL CHANNEL (SEE NOTE 12)
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UNCLASSIFIED
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D
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P
IS
C A
T A
Q U
A
R
IV
E R
P
I
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C
A
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A
Q
V
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R
100 YEAR FLOOD ZONE
ARCHAEOLOGICAL SENSITIVITY
HISTORIC FACILITY
LAND USE LEGEND
HIGH ARCHAEOLOGICAL SENSITIVITY
LAND USE CONTROLS - INSTALLATION RESTORATION (IR)
PROGRAM SITE
GENERAL NOTES:
1. SOILS LOCATED WITHIN THE INSTALLATION
RESTORATION AREA(IR) ARE CLASSIFIED AS ZONE 1
SOILS.
2. 100 YEAR FLOOD LINE BASED ON CURRENT FEMA
MAPPING 1986.
3. SOIL DISTURBING WORK WITHIN ARCHAEOLOGICALLY
SENSITIVE AREAS SHOULD BE AVOIDED TO THE
MAXIMUM EXTENT PRACTICABLE.
4. HIGH ARCHAEOLOGICALLY SENSITIVE AREA. SOIL
DISTURBANCE IN THIS AREA WILL REQUIRE MITIGATION
MEASURES, REFER TO SPECIFICATION SECTION 01 44
01.22.
5. ARCHAEOLOGICAL MONITORING MUST BE PROVIDED
DURING ANY SOIL DISTURBANCE IN THE
ARCHAEOLOGICALLY SENSITIVE AREAS. MONITORING
MUST BE COMPLETED IN ACCORDANCE WITH
SPECIFICATION SECTION 01 44 00.22.
6. SHIPYARD PERSONNEL AND FORK TRUCK ACCESS IS
REQUIRED TO REMAIN OPEN AT ALL TIME.
7. ACCESS TO THE QUARTERS DRIVEWAYS ARE REQUIRED
TO REMAIN OPEN AT ALL TIMES.
SITE LOCUS
LIMIT OF WORK
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
F I
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U s h a r e d b i m c i v i l d c i v i l
O n s i t e
L a n d
U s e
A l t e r n a t i v e s H e n d e r s o n
P o i n t L a n d u s e d
Y O
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D E
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F r i d a y
F e b r u a r y
E
R m c a r a m a g n o
D E
P A
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NAVFAC DRAWING NO.
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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
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
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P R
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T
C
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A V
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L K
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P O
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S M
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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
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
O n s i t e
L a n d
U s e
A l t e r n a t i v e s H e n d e r s o n
P o i n t L a n d u s e d
Y O
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R
L A
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N
H
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D E
R S
I
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F r i d a y
F e b r u a r y
E
R m c a r a m a g n o
N
S
T
N
A D
1" = 50'
50' 0 50' 100'
12823998
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A I L
A B
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P
L A
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HENDERSON
POINT SITE
R-104
B
E
R
A
V
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A
B
T
O
B
B
E
R
A
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A
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A
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A
R
D
KEYNOTES:
BERTH 7B IS AVAILABLE FOR P381 CONTRACTOR USE
UPON CONTRACT AWARD AND THROUGHOUT
CONSTRUCTION. CONTRACTOR WILL HAVE 275FT OF
LANDSIDE ACCESS ALONG BERTH 7B AVAILABLE FOR
USE. REFER TO SHEET R-107
BERTH 7A MUST REMAIN ACCESSIBLE FOR
CONTINUOUS USE BY THE SHIPYARD AND COAST
GUARD THROUGH SEPTEMBER 30, 2022. BERTH 7B
WILL BE AVAILABLE FOR P381 CONTRACTOR ACCESS
STARTING OCTOBER 1, 2022. LANDSIDE ACCESS IS
NOT INCLUDED.
A
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BUILDING 348
EXISTING FRESH
WATER MAIN
EXISTING GRAVITY
SANITARY SEWER
EXISTING
STORMWATER
DRAINAGE
INFRASTRUCTURE
OUTFALL
SEE GENERAL NOTE 2
SEE GENERAL NOTE 2, TYP.
EXISTING QUARTER N IS A
HISTORIC BUILDING AND
CANNOT BE DISTURBED
DURING CONSTRUCTION
FENCE TO BE
REMOVED
1 SAW CUT, REMOVE AND DISPOSE, OR REUSE BITUMINOUS
CONCRETE PAVEMENT.
DEMOLITION KEYNOTES
2 CONTRACTOR TO REMOVE AND DISPOSE EXISTING
UTILITIES AS REQUIRED UNLESS OTHERWISE NOTED. SEE
GENERAL NOTE 8
3 CONTRACTOR OPTION TO REMOVE AND DISPOSE EXISTING
BUILDINGS, ABANDON AND FILL FOUNDATIONS IN PLACE.
4 CLEAR AND GRUB BRUSH AND SHRUBS AS REQUIRED.
5 ACTIVE UTILITIES SHALL BE PROTECTED AND REMAIN IN
SERVICE AT ALL TIMES, SEE GENERAL NOTE 4 AND 9
GENERAL NOTES:
1. THE CONTRACTOR MUST INCLUDE ALL WORK
ASSOCIATED WITH THE CONSTRUCTION OF HENDERSON
POINT INCLUDING, BUT NOT LIMITED, TO FIELD
INVESTIGATIONS, TEMPORARY OR PERMANENT
RELOCATION OF EXISTING UTILITIES, NEW UTILITIES,
REMOVAL AND DISPOSAL OF HAZARDOUS MATERIALS
AND REMOVAL AND DISPOSAL OF BEDROCK AT NO
ADDITIONAL COST TO THE GOVERNMENT.
2. GOVERNMENT WILL REMOVE AND RELOCATE ABOVE
GROUND FACILITIES, TRAILERS, TANKS, AND
CONTAINERS. CONTRACTOR MUST PROVIDE REQUEST TO
CONTRACTING OFFICER A MINIMUM OF 30 DAYS PRIOR TO
WORK.
3. THE CONTRACTOR SHALL REQUEST ALL RAIL AND UTILITY
OUTAGES PRIOR TO PERFORMING ANY WORK IN
ACCORDANCE WITH SPECIFICATION SECTION 01 14 00.00
22.
4. EXISTING UTILITIES REFERENCED FROM RECORD
DRAWINGS. ALL EXISTING UTILITIES NEED TO BE
CONFIRMED PRIOR TO CONSTRUCTION. PROTECT
UTILITIES TO REMAIN.
5. EXISTING NAVIGATION MARKER NO.10 TO REMAIN AND BE
PROTECTED. POWER/DATA TO MARKER SHALL BE
MAINTAINED AT ALL TIMES.
6. THE LIMITS OF SAWCUTTING AND PAVEMENT REMOVAL
SHOWN ARE APPROXIMATE. THE EXACT LIMITS OF THIS
WORK SHALL BE DETERMINED BY THE CONTRACTOR AS
REQUIRED TO PERFORM THE WORK.
7. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE
SCOPE OF WORK NECESSARY TO MAINTAIN IN SERVICE,
RELOCATE AND/OR DEMOLISH ALL EXISTING UTILITIES
WITHIN THE LIMITS OF WORK.
6 EXISTING BUILDING TO BE DEMOLISHED, CONTRACTOR
MUST PROVIDE SIMILAR FACILITY ON SHIPYARD AT A
LOCATION DETERMINED BY THE CONTRACTING
OFFICER.
7 EXISTING FRESH WATER MAIN MUST REMAIN IN
SERVICE AND BE PROTECTED DURING OPERATIONS
AND CONSTRUCTION. SEE GENERAL NOTE 8.
8 EXISTING GRAVITY SEWER MUST REMAIN IN SERVICE
AND BE PROTECTED DURING OPERATIONS AND
CONSTRUCTION. SEE GENERAL NOTE 8.
9 EXISTING MONITORING WELLS TO BE PROTECTED IN
PLACE, SEE GENERAL NOTE 9
10 REMOVE AND SAVE EXISTING SURFACE FEATURES
ALONG BERTH 7B, SEE GENERAL NOTE 10
11 REMOVE AND DISPOSE, OR REUSE, EXISTING RIP RAIP
12 REMOVE AND DISPOSE EXISTING VEGETATION
13 CONTRACTOR MUST MAINTAIN ACCESS TO BUILDING
348 AT ALL TIMES DURING CONSTRUCTION
14 CONTRACTOR MUST MAINTAIN ACCESS TO QUARTERS
S AT ALL TIMES DURING CONSTRUCTION
8. CONTRACTOR MUST COORDINATE WITH THE
CONTRACTING OFFICER ON UTILITIES TO REMAIN IN
SERVICE. CONTRACTOR MUST PROTECT EXISTING
UTILITIES TO REMAIN DURING CONSTRUCTION AND
OPERATIONS. CONTRACTOR MUST PROVIDE TEMPORARY
OR PERMANENT RELOCATION OF UTILITIES AS REQUIRED
TO ACCOMMODATE CONSTRUCTION.
9. EXISTING MONITORING WELLS MUST BE PROTECTED
DURING CONSTRUCTION FORM CONSTRUCTION
ACTIVITIES AND LOADING. CONTRACTOR MUST PROVIDE
RISER WITH NEW CAP AT COMPLETION OF OPERATIONS.
10. REMOVE ALL SURFACE FEATURES ALONG BERTH 7B TO
ACCOMMODATE CONSTRUCTION AND OPERATIONS.
FEATURES INCLUDED BUT NOT LIMITED TO BOLLARDS,
CLEATS, MECHANICAL HOOKUPS. CONTRACTOR MUST
SAVE FEATURES FOR REINSTALLATION UPON
COMPLETION OF CONSTRUCTION AND OPERATION
ACTIVITIES. CONTRACTOR MUST COORDINATE WITH THE
CONTRACTING OFFICER.
1" = 30'
30' 0 30' 60'
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
O n s i t e
L a n d
U s e
A l t e r n a t i v e s H e n d e r s o n
P o i n t D e m o l i t i o n d
Y O
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R
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E M
O L I T
I O
N
P
L A
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H
E N
D E
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T
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F r i d a y
F e b r u a r y
E
R m c a r a m a g n o
D E
P A
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EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
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I E
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M D
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C R
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P P
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OF
N A
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F
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I T
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S
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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
U L
T I M
I S
S I O
N
D
C
K
LBT / LBL
EJA
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
D E
M O
L I T
I O
N
P
L A
N
H
E N
D E
R S
I N
PLAN
NORTH
DEMOLITION PLAN - HENDERSON POINT 1 OF 2
SCALE: 1" = 30'
MATCH LINE - SEE SHEET R-106
R-105
12823999
GENERAL NOTES (CONT'D):
A
M E
N D
M E
V
M G
A
M E
N D
M E
V
M G
IS
C A
T A
Q U
A
R
IV
E R
SEE GENERAL NOTE 2
BUILDING 348
SEE GENERAL NOTE 2
NAVIGATION MARKER NO. 10 (SEE NOTE 5)
EXISTING QUARTER N IS A
HISTORIC BUILDING AND
CANNOT BE DISTURBED
DURING CONSTRUCTION
FENCE TO BE
REMOVED
1 SAW CUT, REMOVE AND DISPOSE, OR REUSE BITUMINOUS
CONCRETE PAVEMENT.
DEMOLITION KEYNOTES
2 CONTRACTOR TO REMOVE AND DISPOSE EXISTING
UTILITIES AS REQUIRED UNLESS OTHERWISE NOTED. SEE
GENERAL NOTE 8
3 CONTRACTOR OPTION TO REMOVE AND DISPOSE EXISTING
BUILDINGS, ABANDON AND FILL FOUNDATIONS IN PLACE.
4 CLEAR AND GRUB BRUSH AND SHRUBS AS REQUIRED.
5 ACTIVE UTILITIES SHALL BE PROTECTED AND REMAIN IN
SERVICE AT ALL TIMES, SEE GENERAL NOTE 4 AND 8
GENERAL NOTES:
1. THE CONTRACTOR MUST INCLUDE ALL WORK
ASSOCIATED WITH THE CONSTRUCTION OF HENDERSON
POINT INCLUDING, BUT NOT LIMITED, TO FIELD
INVESTIGATIONS, TEMPORARY OR PERMANENT
RELOCATION OF EXISTING UTILITIES, NEW UTILITIES,
REMOVAL AND DISPOSAL OF HAZARDOUS MATERIALS
AND REMOVAL AND DISPOSAL OF BEDROCK AT NO
ADDITIONAL COST TO THE GOVERNMENT.
2. GOVERNMENT WILL REMOVE AND RELOCATE ABOVE
GROUND FACILITIES, TRAILERS, TANKS, AND
CONTAINERS. CONTRACTOR MUST PROVIDE REQUEST TO
CONTRACTING OFFICER A MINIMUM OF 30 DAYS PRIOR TO
WORK.
3. THE CONTRACTOR SHALL REQUEST ALL RAIL AND UTILITY
OUTAGES PRIOR TO PERFORMING ANY WORK IN
ACCORDANCE WITH SPECIFICATION SECTION 01 14 00.00
22.
4. EXISTING UTILITIES REFERENCED FROM RECORD
DRAWINGS. ALL EXISTING UTILITIES NEED TO BE
CONFIRMED PRIOR TO CONSTRUCTION. PROTECT
UTILITIES TO REMAIN.
5. EXISTING NAVIGATION MARKER NO.10 TO REMAIN AND BE
PROTECTED. POWER/DATA TO MARKER SHALL BE
MAINTAINED AT ALL TIMES.
6. THE LIMITS OF SAWCUTTING AND PAVEMENT REMOVAL
SHOWN ARE APPROXIMATE. THE EXACT LIMITS OF THIS
WORK SHALL BE DETERMINED BY THE CONTRACTOR AS
REQUIRED TO PERFORM THE WORK.
7. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE
SCOPE OF WORK NECESSARY TO MAINTAIN IN SERVICE,
RELOCATE AND/OR DEMOLISH ALL EXISTING UTILITIES
WITHIN THE LIMITS OF WORK.
6 EXISTING BUILDING TO BE DEMOLISHED, CONTRACTOR
MUST PROVIDE SIMILAR FACILITY ON SHIPYARD AT A
LOCATION DETERMINED BY THE CONTRACTING
OFFICER.
7 EXISTING FRESH WATER MAIN MUST REMAIN IN
SERVICE AND BE PROTECTED DURING OPERATIONS
AND CONSTRUCTION. SEE GENERAL NOTE 8.
8 EXISTING GRAVITY SEWER MUST REMAIN IN SERVICE
AND BE PROTECTED DURING OPERATIONS AND
CONSTRUCTION. SEE GENERAL NOTE 8.
9 EXISTING MONITORING WELLS TO BE PROTECTED IN
PLACE, SEE GENERAL NOTE 9
10 REMOVE AND SAVE EXISTING GRANITE BLOCKS
11 REMOVE AND DISPOSE, OR REUSE, EXISTING GRAVEL
TO TOP OF BANK
12 REMOVE AND DISPOSE EXISTING VEGETATION
13 CONTRACTOR MUST MAINTAIN ACCESS TO BUILDING
348 AT ALL TIMES DURING CONSTRUCTION
14 CONTRACTOR MUST MAINTAIN ACCESS TO AT ALL
TIMES DURING CONSTRUCTION
8. CONTRACTOR MUST COORDINATE WITH THE
CONTRACTING OFFICER ON UTILITIES TO REMAIN IN
SERVICE. CONTRACTOR MUST PROTECT EXISTING
UTILITIES TO REMAIN DURING CONSTRUCTION AND
OPERATIONS. CONTRACTOR MUST PROVIDE TEMPORARY
OR PERMANENT RELOCATION OF UTILITIES AS REQUIRED
TO ACCOMMODATE CONSTRUCTION.
9. EXISTING MONITORING WELLS MUST BE PROTECTED
DURING CONSTRUCTION FORM CONSTRUCTION
ACTIVITIES AND LOADING. CONTRACTOR MUST PROVIDE
RISER WITH NEW CAP AT COMPLETION OF OPERATIONS.
10. REMOVE ALL SURFACE FEATURES ALONG BERTH 7B TO
ACCOMMODATE CONSTRUCTION AND OPERATIONS.
FEATURES INCLUDED BUT NOT LIMITED TO BOLLARDS,
CLEATS, MECHANICAL HOOKUPS. CONTRACTOR MUST
SAVE FEATURES FOR REINSTALLATION UPON
COMPLETION OF CONSTRUCTION AND OPERATION
ACTIVITIES. CONTRACTOR MUST COORDINATE WITH THE
CONTRACTING OFFICER.
11. NO EARTH DISTURBING ACTIVITIES ARE ALLOWED WITH
THE HIGHLY SENSITIVE ARCHAEOLOGICAL AREAS AS
DENOTED ON THE LAND USE PLAN SHEET R-104
1" = 30'
30' 0 30' 60'
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
F I
M
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U s h a r e d b i m c i v i l d c i v i l
O n s i t e
L a n d
U s e
A l t e r n a t i v e s H e n d e r s o n
P o i n t D e m o l i t i o n d
Y O
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E M
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I O
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H
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D E
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F r i d a y
F e b r u a r y
E
R m c a r a m a g n o
D E
P A
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EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
N A
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A C
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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
U L
T I M
I S
S I O
N
D
C
K
LBT / LBL
EJA
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
D E
M O
L I T
I O
N
P
L A
N
H
E N
D E
R S
I N
PLAN
NORTH
DEMOLITION PLAN - HENDERSON POINT 2 OF 2
SCALE: 1" = 30'
R-106
MATCH LINE - SEE SHEET R-105
12824000
GENERAL NOTES (CONT'D):
A
M E
N D
M E
V
M G
A
M E
N D
M E
V
M G
GENERAL NOTES (CONT'D):
B
E
R
C
O
A
A
Y
P
I
S
C
A
T
A
Q
V
E
R
D
E
R
A
N
N
E
L
A
N
N
F
F
E
R
POTENTIAL CASTING BED
ACCESS GATE
CONSTRUCTION FENCE
ROAD MATERIAL PROVIDED AND
DESIGNED FOR ANTICIPATED LOADS
ON-SITE BATCH PLANT
ACCESS GATE
9'-6"
12'-7"
15'-6"
10'-0"
16'-0"
16'-0"
16'-0"
15'-6"
15'-0"
REBAR FABRICATION AREA
CONCRETE PAVEMENT (TYP)
STORMWATER SWALE
ROAD MATERIAL PROVIDED AND DESIGNED FOR
ANTICIPATED LOADS
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
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
D
E
R
A
N
N
E
L
LENGTH OF BERTH 7 AVAILABLE
FOR USE. REFER TO ALLOWABLE
GROUND LOADING PLANS
B
E
R
275'
KEYNOTES
1 PROVIDE CONSTRUCTION FENCE AND ACCESS GATES
AROUND WORK AREA
2 PROVIDE CONCRETE PAD FOR CASTING OF PRECAST
UNITS. PAD TO HAVE BEARING CAPACITY TO SUPPORT
TRANSPORT OF PRECAST UNITS. EXACT CASTING BED
SIZE MUST BE VERIFIED BY CONTRZCTOR. SEE GENERAL
NOTE 9.
3 PROVIDE PAVEMENT/CRUSHED STONE FOR
TRANSPORTER MOVEMENTS. SEE GENERAL NOTE 9
GENERAL NOTES:
1. PAVEMENT REPAIR/REPLACEMENT TO BE PERFORMED
AFTER THE TEMPORARY BATCH PLANT HAS BEEN
COMPLETELY DECONSTRUCTED AND REMOVED FROM THE
FACILITY.
2. CONTRACTOR TO PROVIDE WATER/SEWER/ELECTRIC TO
BATCH PLANT AS REQUIRED.
3. THE CONTRACTOR MUST INCLUDE ALL WORK ASSOCIATED
WITH THE CONSTRUCTION OF HENDERSON POINT
INCLUDING, BUT NOT LIMITED TO, FIELD INVESTIGATIONS,
TEMPORARY OR PERMANENT RELOCATION OF EXISTING
UTILITIES, NEW UTILITIES, REMOVAL AND DISPOSAL OF
HAZARDOUS MATERIALS AND REMOVAL AND DISPOSAL OF
BEDROCK AT NO ADDITIONAL COST TO THE GOVERNMENT.
4. THERE CAN BE NO IN-WATER INFRASTRUCTURE
CONSTRUCTION AT HENDERSON POINT, NOR CAN THERE BE
DISTURBANCES TO THE SEAWALL
5. THE QUANTITIES AND DURATIONS OF INTERFERENCE TIME
WITH THE FEDERAL CHANNEL AND ITS BUFFER ZONE
SHOULD BE MINIMIZED DURING THE LEAD TIME OF
NOTIFYING WASTEWATER PERMITTING. LEAD TIME FOR
NOTIFYING KEY STAKEHOLDERS SHALL BE MAXIMIZED
6. ADDITIONAL REQUIREMENTS FOR INDUSTRIAL
WASTEWATER PERMITTING WILL BE ESTABLISHED PENDING
FINAL PERMITS
7. AFTER CONTRACTOR'S USE, THE HENDERSON POINT SITE
SHOULD BE DECOMMISSIONED, REMOVAL OF THE BATCH
PLANT, ASSOCIATED FACILITIES, AND TEMPORARY
UTILITIES. THE PAVEMENT AND RETAINING WALLS SHALL
REMAIN, BUT PAVEMENT SHOULD BE REPAVED TO REPAIR
DAMAGED AREAS AND SMOOTH GRADE TRANSITIONS. A
PERMANENT STORMWATER TREATMENT SYSTEM SHALL BE
CONSTRUCTED PER THE RESTORATION PLANS. ADDITIONAL
REQUIREMENT WILL BE DICTATED BY THE FINAL INDUSTRIAL
WASTEWATER PERMIT AND CONDITIONS.
8. THE CONTRACTOR MUST PROVIDE DESIGNS BY A MAINE
PROFESSIONAL ENGINEER FOR ANY REQUIRED RETAINING
WALLS FOR APPROVAL PRIOR TO CONSTRUCTION.
9. CONTRACTOR MUST DESIGN CASTING PADS AND
ROADWAYS FOR ANTICIPATED LOADS.
10. NO EARTH DISTURBING ACTIVITIES ALLOWED WITHIN THE
HIGHLY SENSATIVE ARCHAEOLOGICAL AREAS AS SHOWN
ON SHEET R-104. CONTRACTOR MUST COORDINATE ALL
WORK WITHIN THE HIGHLY SENSITIVE ARCHAEOLOGICAL
AREAS WITH CONTACTING OFFICER AND SHIPYARD
CULTURAL RESOURCE GROUP.
4 CONTRACTOR MUST DESIGN AND INSTALL ANY REQUIRED
RETAINING WALLS AND EMBANKMENTS. CONTRACTOR
MUST PROVIDE SHOP DRAWINGS STAMPED BY MAINE
PROFESSIONAL ENGINEER.
5 MATERIAL BARGE
6 PROVIDE MOBILE ON-SITE BATCH PLANT AND
ASSOCIATED EQUIPMENT
7 PROVIDE FILL AND BITUMINOUS ASPHALT OVERLAY WITHIN
ARCHAEOLOGICAL SENSITIVE AREAS TO MATCH GRADES
SHOWN ON SHEET R-110. SEE GENERAL NOTE 10.
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
O n s i t e
L a n d
U s e
A l t e r n a t i v e s H e n d e r s o n
P o i n t L a y o u t d
Y O
M
E
R
S
I T
E
P
L A
N
H
E N
D E
R S
I N
T
O
O
T T
E D
F r i d a y
F e b r u a r y
E
R m c a r a m a g n o
N
S
T
N
A D
1" = 30'
30' 0 30' 60'
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
O n s i t e
L a n d
U s e
A l t e r n a t i v e s H e n d e r s o n
P o i n t L a y o u t d
Y O
M
E
R
S
I T
E
P
L A
N
H
E N
D E
R S
I N
T
O
O
T T
E D
F r i d a y
F e b r u a r y
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
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
12824001
O P
E R
A T
I O
T
E
P
L A
N
H
E N
D E
R S
I N
R-107 -
PLAN
NORTH
OPERATIONS SITE PLAN - HENDERSON POINT 1 OF 2
SCALE: 1" = 30'
MATCH LINE - SEE SHEET R-108
GENERAL NOTES CONTINUED:
10. SITE DEVELOPMENT IS DESIGNED WITH THE CONSIDERATION OF THE FOLLOWING BOUNDARY
CONSTRAINTS:
A. THERE IS AN INSTALLATION RESTORATION (IR) AREA TO THE SOUTH AND SOUTHEAST OF
THE SITE, WITH ONE PORTION INCLUDES A "NO FUTURE USE" DESIGNATION AND ANOTHER
PORTION WITH SHORELINE EROSION CONTROLS (RIPRAP AND SEAWALL)
B. THE QUARTERS N HISTORIC BUILDING TO THE SOUTHEAST OF THE SITE CANNOT BE
DISTURBED THROUGHOUT CONSTRUCTION
C. ARCHAEOLOGICAL MONITORING MUST BE PROVIDED DURING ANY EXCAVATIONS IN THE
ARCHAEOLOGICALLY SENSITIVE AREAS
D. EXISTING SHIPYARD PARKING LOTS TO NORTHEAST, NORTH, AND NORTHWEST MUST
REMAIN OPERATIONAL
E. BERTH 7A MUST REMAIN ACCESSIBLE FOR CONTINUOUS USE BY THE SHIPYARD AND COAST
GUARD, WHILE BERTH 7B IS AVAILABLE FOR P381 CONTRACTOR USE THROUGHOUT
CONSTRUCTION
F. BERTH 7B REQUIRES LAND-SIDE REINFORCEMENT TO WITHSTAND THE PRECAST SEGMENT
AND SELF-PROPELLED MODULAR TRANSPORT VEHICLE LOADING DURING PRECAST
SEGMENT WATER TRANSPORT. CONTRACTOR TO PROVIDE REINFORCEMENT DESIGN IF
EXISTING LOADING IS EXCEEDED.
G. THE NAVIGATION BEACON IN THE SOUTHWEST CORNER OF THE SITE MUST REMAIN
OPERATIONAL
A M
E N
D M
E N
T
V
M G
A
M E
N D
M E
V
M G
IS
C A
T A
Q U
A
R
IV
E R
NAVIGATION MARKER NO.10
(TO REMAIN)
ON-SITE BATCH PLANT
ACCESS GATE
REBAR FABRICATION AREA
STORMWATER SWALE
ROAD MATERIAL PROVIDED AND DESIGNED FOR
ANTICIPATED LOADS
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
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
LAUNCHING BED
KEYNOTES
1 PROVIDE CONSTRUCTION FENCE AND ACCESS GATES
AROUND WORK AREA
2 PROVIDE CONCRETE PAD FOR CASTING OF PRECAST
UNITS. PAD TO HAVE BEARING CAPACITY TO SUPPORT
TRANSPORT OF PRECAST UNITS. EXACT CASTING BED
SIZE MUST BE VERIFIED BY CONTRZCTOR. SEE GENERAL
NOTE 9.
3 PROVIDE PAVEMENT/CRUSHED STONE FOR
TRANSPORTER MOVEMENTS. SEE GENERAL NOTE 9
GENERAL NOTES:
1. PAVEMENT REPAIR/REPLACEMENT TO BE PERFORMED
AFTER THE TEMPORARY BATCH PLANT HAS BEEN
COMPLETELY DECONSTRUCTED AND REMOVED FROM THE
FACILITY.
2. CONTRACTOR TO PROVIDE WATER/SEWER/ELECTRIC TO
BATCH PLANT AS REQUIRED.
3. THE CONTRACTOR MUST INCLUDE ALL WORK ASSOCIATED
WITH THE CONSTRUCTION OF HENDERSON POINT
INCLUDING, BUT NOT LIMITED TO, FIELD INVESTIGATIONS,
TEMPORARY OR PERMANENT RELOCATION OF EXISTING
UTILITIES, NEW UTILITIES, REMOVAL AND DISPOSAL OF
HAZARDOUS MATERIALS AND REMOVAL AND DISPOSAL OF
BEDROCK AT NO ADDITIONAL COST TO THE GOVERNMENT.
4. THERE CAN BE NO IN-WATER INFRASTRUCTURE
CONSTRUCTION AT HENDERSON POINT, NOR CAN THERE BE
DISTURBANCES TO THE SEAWALL
5. THE QUANTITIES AND DURATIONS OF INTERFERENCE TIME
WITH THE FEDERAL CHANNEL AND ITS BUFFER ZONE
SHOULD BE MINIMIZED DURING THE LEAD TIME OF
NOTIFYING WASTEWATER PERMITTING. LEAD TIME FOR
NOTIFYING KEY STAKEHOLDERS SHALL BE MAXIMIZED
6. ADDITIONAL REQUIREMENTS FOR INDUSTRIAL
WASTEWATER PERMITTING WILL BE ESTABLISHED PENDING
FINAL PERMITS
7. AFTER CONTRACTOR'S USE, THE HENDERSON POINT SITE
SHOULD BE DECOMMISSIONED, REMOVAL OF THE BATCH
PLANT, ASSOCIATED FACILITIES, AND TEMPORARY
UTILITIES. THE PAVEMENT AND RETAINING WALLS SHALL
REMAIN, BUT PAVEMENT SHOULD BE REPAVED TO REPAIR
DAMAGED AREAS AND SMOOTH GRADE TRANSITIONS. A
PERMANENT STORMWATER TREATMENT SYSTEM SHALL BE
CONSTRUCTED PER THE RESTORATION PLANS. ADDITIONAL
REQUIREMENT WILL BE DICTATED BY THE FINAL INDUSTRIAL
WASTEWATER PERMIT AND CONDITIONS.
8. THE CONTRACTOR MUST PROVIDE DESIGNS BY A MAINE
PROFESSIONAL ENGINEER FOR ANY REQUIRED RETAINING
WALLS FOR APPROVAL PRIOR TO CONSTRUCTION.
9. CONTRACTOR MUST DESIGN CASTING PADS AND
ROADWAYS FOR ANTICIPATED LOADS.
10. NO EARTH DISTURBING ACTIVITIES ALLOWED WITHIN THE
HIGHLY SENSATIVE ARCHAEOLOGICAL AREAS AS SHOWN
ON SHEET R-104. CONTRACTOR MUST COORDINATE ALL
WORK WITHIN THE HIGHLY SENSITIVE ARCHAEOLOGICAL
AREAS WITH CONTACTING OFFICER AND SHIPYARD
CULTURAL RESOURCE GROUP.
4 CONTRACTOR MUST DESIGN AND INSTALL ANY REQUIRED
RETAINING WALLS AND EMBANKMENTS. CONTRACTOR
MUST PROVIDE SHOP DRAWINGS STAMPED BY MAINE
PROFESSIONAL ENGINEER.
5 MATERIAL BARGE
6 PROVIDE MOBILE ON-SITE BATCH PLANT AND
ASSOCIATED EQUIPMENT
7 PROVIDE FILL AND BITUMINOUS ASPHALT OVERLAY WITHIN
ARCHAEOLOGICAL SENSITIVE AREAS TO MATCH GRADES
SHOWN ON SHEET R-110. SEE GENERAL NOTE 10.
1" = 30'
30' 0 30' 60'
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
O n s i t e
L a n d
U s e
A l t e r n a t i v e s H e n d e r s o n
P o i n t L a y o u t d
Y O
M
E
R
S
I T
E
P
L A
N
H
E N
D E
R S
I N
T
O
O
T T
E D
F r i d a y
F e b r u a r y
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
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
12824002
O P
E R
A T
I O
T
E
P
L A
N
H
E N
D E
R S
I N
R-108 -
PLAN
NORTH
OPERATIONS SITE PLAN - HENDERSON POINT 2 OF 2
SCALE: 1" = 30'
MATCH LINE - SEE SHEET R-107
GENERAL NOTES CONTINUED:
10. SITE DEVELOPMENT IS DESIGNED WITH THE CONSIDERATION OF THE FOLLOWING BOUNDARY
CONSTRAINTS:
A. THERE IS AN INSTALLATION RESTORATION (IR) AREA TO THE SOUTH AND SOUTHEAST OF
THE SITE, WITH ONE PORTION INCLUDES A "NO FUTURE USE" DESIGNATION AND ANOTHER
PORTION WITH SHORELINE EROSION CONTROLS (RIPRAP AND SEAWALL)
B. THE QUARTERS N HISTORIC BUILDING TO THE SOUTHEAST OF THE SITE CANNOT BE
DISTURBED THROUGHOUT CONSTRUCTION
C. ARCHAEOLOGICAL MONITORING MUST BE PROVIDED DURING ANY EXCAVATIONS IN THE
ARCHAEOLOGICALLY SENSITIVE AREAS
D. EXISTING SHIPYARD PARKING LOTS TO NORTHEAST, NORTH, AND NORTHWEST MUST
REMAIN OPERATIONAL
E. BERTH 7A MUST REMAIN ACCESSIBLE FOR CONTINUOUS USE BY THE SHIPYARD AND COAST
GUARD, WHILE BERTH 7B IS AVAILABLE FOR P381 CONTRACTOR USE THROUGHOUT
CONSTRUCTION
F. BERTH 7B REQUIRES LAND-SIDE REINFORCEMENT TO WITHSTAND THE PRECAST SEGMENT
AND SELF-PROPELLED MODULAR TRANSPORT VEHICLE LOADING DURING PRECAST
SEGMENT WATER TRANSPORT. CONTRACTOR TO PROVIDE REINFORCEMENT DESIGN IF
EXISTING LOADING IS EXCEEDED.
G. THE NAVIGATION BEACON IN THE SOUTHWEST CORNER OF THE SITE MUST REMAIN
OPERATIONAL
11. SEAWALL/RIPRAP ADJACENT TO THE STORMWATER SWALE MUST NOT BE DISTURBED
A M
E N
D M
E N
T
V
M G
A
M E
N D
M E
V
M G
D
E
R
A
N
N
E
L
B
E
R
C
O
A
A
Y
1+20
0+00
0+00
P
I
S
C
A
T
A
Q
V
E
R
KEYNOTES
1 PROVIDE LINED SWALE WITH EMBANKMENT, SEE DETAIL
A5 ON SHEET R-111.
2 LIMIT OF EARTH DISTURBANCE
GENERAL NOTES:
1. THE CONTRACTOR MUST INCLUDE ALL WORK ASSOCIATED
WITH THE CONSTRUCTION OF HENDERSON POINT
INCLUDING, BUT NOT LIMITED TO, FIELD INVESTIGATIONS,
TEMPORARY OR PERMANENT RELOCATION OF EXISTING
UTILITIES, NEW UTILITIES, REMOVAL AND DISPOSAL OF
HAZARDOUS MATERIALS AND REMOVAL AND DISPOSAL OF
BEDROCK AT NO ADDITIONAL COST TO THE GOVERNMENT.
2. THE CONTRACTOR WILL PROVIDE DESIGNS BY A MAINE
PROFESSIONAL ENGINEER FOR ANY REQUIRED RETAINING
WALLS FOR APPROVAL PRIOR TO CONSTRUCTION.
GENERAL DESIGN CRITERIA:
1. NORTH SOIL FILTER
· MAXIMUM SLOPE OF EMBANKMENT IS 3:1
· TREATMENT VOLUME: 14,769 CF
2. SOUTH SOIL FILTER
· MAXIMUM SLOPE OF EMBANKMENT IS 3:1
· TREATMENT VOLUME: 31,257 CF
3. CASTING BEDS
· MAXIMUM CROSS SLOPE IS 2%.
1" = 30'
30' 0 30' 60'
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
O n s i t e
L a n d
U s e
A l t e r n a t i v e s H e n d e r s o n
P o i n t G r a d i n g d
Y O
M
E
R
G
R A
D I N
G
P
L A
N
H
E N
D E
R S
I N
T
O
O
T T
E D
T u e s d a y
F e b r u a r y
E
R b c u l l i n a n
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
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
G R
A D
I N
G
P
L A
N
H
E N
D E
R S
I N
PLAN
NORTH
GRADING PLAN - HENDERSON POINT 1 OF 2
SCALE: 1" = 30'
MATCH LINE - SEE SHEET R-110
R-109
12824003
A
M E
N D
M E
V
M G
C
R
R
A
A
M E
N D
M E
V
M G
AutoCAD SHX Text
35' FEDERAL CHANNEL (SEE NOTE 12)
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EP
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EP
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EP
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EP
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EP
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EP
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EP
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EP
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EP
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EP
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EP
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(6) AB FUEL
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LADDER
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OFL 84(R)
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~STORAGE AREA~
AutoCAD SHX Text (A)
AutoCAD SHX Text (B)
AutoCAD SHX Text (A)
AutoCAD SHX Text (B)
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12" WOODEN TIMBER (TYP.)
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LAYDOWN AREA (TYP.)
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EXPOSED RAIL UNDER PAVEMENT
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RAILS
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EXPOSED VAULT (NO COVER)
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STONE & CONC. PILE
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OFFICE TRAILER
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ACCESS HATCH
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OUTLET BOX
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SINK HOLE
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VSP (SEWER VALVE CONN.)
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VSP (SEWER VALVE CONN.)
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RAILS
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RAIL
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SEAM
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METAL LANDING
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UTILITY BOX
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METAL PLATE
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3" METAL PIPE W/VALVE
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8" INSULATED PIPE
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PE RUB STRIPS (TYP.)
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METAL PLATE
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METAL PLATE
AutoCAD SHX Text (C)
AutoCAD SHX Text (B)
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DECK
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EQUIPMENT PILE
AutoCAD SHX Text
RAIL STOP
AutoCAD SHX Text
GUARDRAIL
AutoCAD SHX Text
CONTAINER
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CONTAINER
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1" METAL CONDUIT
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ES
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STORAGE TRAILER
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STORAGE TRAILER
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LAYDOWN AREA (TYP.)
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2" VP
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WOOD & GRAN. SLAB
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CONTAINER
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CONTAINER
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SOFT SIDED BUILDING
AutoCAD SHX Text (A)
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DECK
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8' CHAIN LINK FENCE
AutoCAD SHX Text (A)
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CONC. STEPS
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COMCAST CABLE IN 2" PP, ABOVEGROUND
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2" METAL PIPE, ABOVEGROUND
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METAL COVER
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WOODEN BOX
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1" METAL COND.
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WOODEN RAMP
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CONTAINER
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1" METAL COND.
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3-1/2" METAL PIPE
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TEMPORARY STORAGE BUILDING
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CONTAINER
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CONTAINER
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CONTAINER
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CONTAINER
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CONTAINER
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CONTAINER
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DECK
AutoCAD SHX Text (A)
AutoCAD SHX Text 84-20 (R)
AutoCAD SHX Text (A)
AutoCAD SHX Text (A)
AutoCAD SHX Text (A)
AutoCAD SHX Text (A)
AutoCAD SHX Text 84-25
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4' CHAIN LINK FENCE
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CONTAINER
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2" METAL COND.
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METAL COVER
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~GRAVEL AREA~
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EOM
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~PAVED PARKING AREA~
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35' FEDERAL CHANNEL (SEE NOTE 12)
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TEMPORARY STORAGE BUILDING
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TEMPORARY STORAGE BUILDING
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TEMPORARY STORAGE BUILDING
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EP
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ACCESS HATCH
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30" ELM
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QUARTERS S
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BUILDING 348
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UNCLASSIFIED
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UNCLASSIFIED
CB6
B
1+00
1+48
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KEYNOTES
1 PROVIDE LINED SWALE WITH EMBANKMENT, SEE DETAIL
A5 ON SHEET R-111.
2 LIMIT OF EARTH DISTURBANCE
GENERAL NOTES:
1. THE CONTRACTOR MUST INCLUDE ALL WORK ASSOCIATED
WITH THE CONSTRUCTION OF HENDERSON POINT
INCLUDING, BUT NOT LIMITED TO, FIELD INVESTIGATIONS,
TEMPORARY OR PERMANENT RELOCATION OF EXISTING
UTILITIES, NEW UTILITIES, REMOVAL AND DISPOSAL OF
HAZARDOUS MATERIALS AND REMOVAL AND DISPOSAL OF
BEDROCK AT NO ADDITIONAL COST TO THE GOVERNMENT.
2. THE CONTRACTOR WILL PROVIDE DESIGNS BY A MAINE
PROFESSIONAL ENGINEER FOR ANY REQUIRED RETAINING
WALLS FOR APPROVAL PRIOR TO CONSTRUCTION.
GENERAL DESIGN CRITERIA:
1. NORTH SOIL FILTER
· MAXIMUM SLOPE OF EMBANKMENT IS 3:1
· TREATMENT VOLUME: 14,769 CF
2. SOUTH SOIL FILTER
· MAXIMUM SLOPE OF EMBANKMENT IS 3:1
· TREATMENT VOLUME: 31,257 CF
3. CASTING BEDS
· MAXIMUM CROSS SLOPE IS 2%.
1" = 30'
30' 0 30' 60'
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DRAWFORM REVISION: 07 AUG 2018
CHECK GRAPHIC SCALE BEFORE USING
P
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I M
I S
S I O
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LBT / LBL
EJA
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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SBF MJC ASM
RICHARD POWERS,
C980 10/15/20
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PLAN
NORTH
GRADING PLAN - HENDERSON POINT 2 OF 2
SCALE: 1" = 30'
MATCH LINE - SEE SHEET R-109
R-110
12824004
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ZONE A2 (EL 9)
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EP
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EP
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EP
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EP
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EP
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ACCESS HATCH
AutoCAD SHX Text (C)
AutoCAD SHX Text (C)
AutoCAD SHX Text (B)
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DECK
AutoCAD SHX Text
TIE DOWN RING
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TEMPORARY 8' CHAIN LINK FENCE
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GATE
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1" METAL CONDUIT
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ES
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STORAGE TRAILER
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STORAGE TRAILER
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CONTAINER
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LAYDOWN AREA (TYP.)
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2" VP
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WOOD & GRAN. SLAB
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CONTAINER
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CONTAINER
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SOFT SIDED BUILDING
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STORAGE TRAILER
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STORAGE TRAILER
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STORAGE TRAILER
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OFFICE TRAILER
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CONTAINER
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CONTAINER
AutoCAD SHX Text (A)
AutoCAD SHX Text (A)
AutoCAD SHX Text (A)
AutoCAD SHX Text (B)
AutoCAD SHX Text (B)
AutoCAD SHX Text (A)
AutoCAD SHX Text (B)
AutoCAD SHX Text (A)
AutoCAD SHX Text
TEMPORARY 8' CHAIN LINK FENCE
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SAND BLAST GRIT HOPPERS
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CONTAINER
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CONTAINER
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CONTAINER
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CONTAINER
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CONTAINER
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CONTAINER
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CONTAINER
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DECK
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DECK
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STORAGE SHED BETWEEN CONTAINERS
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STORAGE SHED BETWEEN CONTAINERS
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CONTAINER
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8' CHAIN LINK FENCE
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CONC. STEPS
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COMCAST CABLE IN 2" PP, ABOVEGROUND
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PP ENTERS GROUND
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2" METAL PIPE, ABOVEGROUND
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METAL COVER
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WOODEN BOX
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1" METAL COND.
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WOODEN RAMP
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CONTAINER
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1" METAL COND.
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3-1/2" METAL PIPE
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TEMPORARY STORAGE BUILDING
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CONTAINER
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CONTAINER
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CONTAINER
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~JERSEY BARRIER~ STOCKPILE
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SAND BLAST GRIT HOPPERS
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ELECTRIC BOX & SWITCHES
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DECK
AutoCAD SHX Text
DECK
AutoCAD SHX Text (A)
AutoCAD SHX Text
OFL 82(R)
AutoCAD SHX Text (A)
AutoCAD SHX Text
4' CHAIN LINK FENCE
AutoCAD SHX Text
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CONTAINER
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GRANITE BLOCKS
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2" METAL COND.
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METAL COVER
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EOM
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CONC. WALL
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CONC. WALL
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~GRAVEL AREA~
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35' FEDERAL CHANNEL (SEE NOTE 12)
AutoCAD SHX Text
35' FEDERAL CHANNEL (SEE NOTE 12)
AutoCAD SHX Text
PNSY BASE LIMITS (SEE NOTE 12)
AutoCAD SHX Text (R)
AutoCAD SHX Text
ROW OF CUT-OFF FENCE POSTS
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TEMPORARY STORAGE BUILDING
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TEMPORARY STORAGE BUILDING
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TEMPORARY STORAGE BUILDING
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PAVEMENT PATCH
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EP
AutoCAD SHX Text
EP
AutoCAD SHX Text
EP
AutoCAD SHX Text
ACCESS HATCH
AutoCAD SHX Text
30" ELM
AutoCAD SHX Text
OFFICE TRAILER
AutoCAD SHX Text
APPROXIMATE LIMIT OF 2020 SURVEY
AutoCAD SHX Text
QUARTERS S
AutoCAD SHX Text
BUILDING 348
AutoCAD SHX Text
AutoCAD SHX Text
HTL EL=5.8
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AutoCAD SHX Text
UNCLASSIFIED
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UNCLASSIFIED
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KEYNOTES
GENERAL NOTES:
1. THE CONTRACTOR MUST INCLUDE ALL WORK ASSOCIATED
WITH THE CONSTRUCTION OF HENDERSON POINT
INCLUDING, BUT NOT LIMITED TO, FIELD INVESTIGATIONS,
TEMPORARY OR PERMANENT RELOCATION OF EXISTING
UTILITIES, NEW UTILITIES, REMOVAL AND DISPOSAL OF
HAZARDOUS MATERIALS AND REMOVAL AND DISPOSAL OF
BEDROCK AT…
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