Amendment 13 - Civil Dwgs.pdf
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- Solicitation number
- N4008520R0021
About this file
This document outlines a federal contract opportunity for construction services. The Department of the Navy Naval Facilities Engineering Command is soliciting bids for a design-bid-build project to construct additions to Dry Dock #1 at the Portsmouth Naval Shipyard in Kittery, Maine. The additions will include two new dry dock bays labeled Dry Dock #1 North and Dry Dock #1 West of sufficient size and depth to support maintenance and overhaul of Virginia Class submarines. The project scope involves constructing concrete floors, walls and center wall; new pump well systems and pump station building; portal crane rails, mooring hardware, mechanical and electrical utilities and utility tunnels. Modifications will also be made to the existing dry dock closure wall and berths. Bids are due under Solicitation Number N4008520R0021 by the unspecified date.
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EX. BULKHEAD
LANDSIDE EDGE OF
EX. WHARF
EX. CLOSURE WALL
1 SAW CUT, REMOVE AND DISPOSE BITUMINOUS CONCRETE
PAVEMENT. PAVEMENT DEPTH VARIES. SEE ELECTRICAL
DRAWINGS FOR DEMOLITION.
2 REMOVE AND DISPOSE EXISTING SPIKES, JOINT BARS,
ANCHORS, PLATES, RAILS, TIES, SWITCHES AND
APPURTENANCES. REMOVE AND DISPOSE TIES WITHIN LIMITS
OF RAIL REMOVAL. REMOVE BALLAST AS REQUIRED TO
COMPLETE UTILITY INSTALLATION. RAILS, SWITCHES AND
APPURTENANCES ARE TO BE TURNED OVER TO THE
GOVERNMENT. DISPOSE OF JOINT BARS, ANCHORS, TIE
PLATES, SPIKES, BOLTS, NUTS AND SPRING WASHERS. SEE
DETAIL A5 ON DRAWING CD501
3 ABANDON AND FLOWABLE FILL EXISTING STORM DRAIN PIPE
BENEATH WHARF DECK.
4 CAP EXISTING DRAINAGE PIPE AT LIMIT OF DEMOLITION OF
EXISTING UTILITY TUNNEL.
5 EXISTING CONTAINERS TO BE REMOVED BY OTHERS. SEE
GENERAL NOTE 7.
6 REMOVE AND DISPOSE OF EXISTING STEAM PIPING. ASSUME
FOR BIDDING PURPOSES THAT ACM PIPE INSULATION IS
PRESENT ON EXISTING STEAM PIPES.
7 REMOVE EXISTING DRAINAGE PIPE BENEATH TUNNEL TO
OUTLET
8 DEMOLISH EXISTING UTILITY TUNNEL, ROOF, ANCHORS AND
ASSOCIATED INFRASTRUCTURE UP TO KING PILE 48. SEE
GENERAL NOTE 9
9 DEMOLISH EXISTING CONCRETE SHUTTER PANEL BULKHEAD,
KING PILE CONNECTIONS, CLEATS AND BOLLARDS UP TO KING
PILE 47. SEE GENERAL NOTE 9
10 REMOVE EXISTING BACKFILL MATERIAL BENEATH THE WHARF
TO ACCOMMODATE UTILITY CONSTRUCTION
11 DEMOLISH EXISTING ELECTRICAL DUCTBANK. REFER TO
ELECTRICAL DRAWINGS FOR DETAILS.
GENERAL NOTES:
1. THE LIMITS OF SAWCUTTING, PAVEMENT REMOVAL, AND RAIL
REMOVAL SHOWN ARE APPROXIMATE. DETERMINE THE
EXACT LIMITS OF THIS WORK REQUIRED TO SUPPORT THE
DEMOLITION EFFORT.
2. SEE SURVEY DRAWINGS FOR EXISTING UTILITIES. PROTECT
UTILITIES TO REMAIN.
3. RAILS ARE IN 39 FT LENGTHS. REMOVE FULL SEGMENT OF
RAIL AT NEAREST RAIL JOINT, OR SAWCUT RAIL TO ALLOW
FOR UTILITY WORK . DETERMINE LOCATION OF RAIL JOINTS
AND LIMITS OF RAIL REMOVAL.
DEMOLITION KEYNOTES
GENERAL NOTES CONTINUED:
4. ALL SPLICE PLATES AND BOLTS AT THE REMOVAL LIMIT MUST BE REPLACED.
REUSE OF THE HARDWARE WILL NOT BE ALLOWED.
5. REQUEST ALL RAIL AND UTILITY OUTAGES PRIOR TO PERFORMING ANY WORK
IN ACCORDANCE WITH CONTRACT DOCUMENTS.
6. ENSURE ACCESS TO BUILDINGS IS MAINTAINED AT ALL TIMES DURING
CONSTRUCTION.
7. GOVERNMENT WILL REMOVE AND RELOCATE ABOVE GROUND FACILITIES,
TRAILERS, TANKS AND CONTAINERS. CONTRACTOR MUST PROVIDE REQUEST
TO CONTRACTING OFFICER A MINIMUM OF 30 DAY PRIOR TO WORK.
8. REFER TO SHEET CD401 AND CD501 FOR WEST LIMIT OF EXISTING BERTH 11
TUNNEL AND BULKHEAD
9. REFER TO GEOTECHNICAL SHEETS BJ303 AND BJ304
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LBT / LBL
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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
DEMOLITION PLAN - BERTH 11A - 11B
SCALE: 1" = 20'
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EX.BULKHEAD
LANDSIDE EDGE OF EX. WHARF
1 SAW CUT, REMOVE AND DISPOSE BITUMINOUS CONCRETE
PAVEMENT. PAVEMENT DEPTH VARIES. SEE ELECTRICAL
DRAWINGS FOR DEMOLITION.
2 REMOVE EXISTING SPIKES, JOINT BARS, ANCHORS, TIE
PLATES, RAILS, SWITCHES AND APPURTENANCES.
REMOVE AND DISPOSE TIES WITHIN LIMITS OF RAIL
REMOVAL. REMOVE BALLAST AS REQUIRED TO COMPLETE
UTILITY INSTALLATION. RAILS, SWITCHES AND
APPURTENANCES ARE TO BE TURNED OVER TO THE
GOVERNMENT. DISPOSE OF JOINT BARS, ANCHORS, TIE
PLATES, SPIKES, BOLTS, NUTS AND SPRING WASHERS.
3 ABANDON AND FLOWABLE FILL STORM DRAIN PIPE
BENEATH WHARF DECK.
4 CAP EXISTING DRAINAGE PIPE AT LIMIT OF DEMOLITION OF
EXISTING UTILITY TUNNEL.
5 DEMOLISH EXISTING CONCRETE SHUTTER PANEL
BULKHEAD, KING PILE CONNECTIONS, CLEATS AND
BOLLARDS. REFER TO GENERAL NOTE 9
6 DEMOLISH EXISTING UTILITY TUNNEL AND ROOF. REFER
TO GENERAL NOTE 9
7 REMOVE AND DISPOSE OF EXISTING STEAM PIPING.
ASSUME FOR BIDDING PURPOSES THAT ACM PIPE
INSULATION IS PRESENT ON EXISTING STEAM PIPES.
8 BUOYANCY CANS WILL BE REMOVED BY SHIPYARD TO
FACILITATE INSTALLATION OF UTILITIES. COORDINATE
WITH THE CONTRACTING OFFICER REGARDING WHEN
THESE AREAS WILL BE AVAILABLE.
9 DEMOLISH EXISTING TIMBER DECKING.
10 REMOVE EXISTING DRAINAGE STRUCTURE.
11 REMOVE EXISTING HIGH PRESSURE STEAM STRUCTURE
12 REMOVE AND DISPOSE OF EXISTING DRAINAGE PIPING
DEMOLITION KEYNOTES
GENERAL NOTES:
1. THE LIMITS OF SAWCUTTING, PAVEMENT REMOVAL, AND
RAIL REMOVAL SHOWN ARE APPROXIMATE. DETERMINE
THE EXACT LIMITS OF THIS WORK REQUIRED TO SUPPORT
THE DEMOLITION EFFORT.
2. SEE SURVEY DRAWINGS FOR EXISTING UTILITIES. PROTECT
UTILITIES TO REMAIN.
3. RAILS ARE IN 39 FT LENGTHS. REMOVE FULL SEGMENT OF
RAIL AT NEAREST RAIL JOINT, OR SAWCUT RAIL TO ALLOW
FOR UTILITY WORK . DETERMINE LOCATION OF RAIL JOINTS
AND LIMITS OF RAIL REMOVAL.
4. ALL SPLICE PLATES AND BOLTS AT THE REMOVAL LIMIT
MUST BE REPLACED. REUSE OF THE HARDWARE WILL NOT
BE ALLOWED.
5. REQUEST ALL RAIL AND UTILITY OUTAGES PRIOR TO
PERFORMING ANY WORK IN ACCORDANCE WITH
CONTRACT DOCUMENTS.
6. ENSURE ACCESS TO BUILDINGS IS MAINTAINED AT ALL
TIMES DURING CONSTRUCTION.
7. GOVERNMENT WILL REMOVE AND RELOCATE ABOVE
GROUND FACILITIES, TRAILERS, TANKS AND CONTAINERS.
CONTRACTOR MUST PROVIDE REQUEST TO CONTRACTING
OFFICER A MINIMUM OF 30 DAY PRIOR TO WORK.
8. REQUEST A CRANE RAIL OUTAGE PRIOR TO PERFORMING
ANY WORK.
9. REFER TO GEOTECHNICAL SHEETS BJ303 AND BJ304
10. ALL DRAINAGE OUTLETS MUST BE CUT AND CAP AT LIMIT OF
DEMO, REMAINING PIPING BENEATH WHARF DECK MUST BE
FILLED WITH A FLOWABLE FILL.
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DRAWFORM REVISION: 07 AUG 2018
CHECK GRAPHIC SCALE BEFORE USING
P
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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
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P R
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AS SHOWN
SBF MJC ASM
RICHARD POWERS,
C980 10/15/20
1" = 20'
20' 0 20' 40'
PLAN
NORTH
DEMOLITION PLAN - TURNOUT
SCALE: 1" = 20'
M A
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NO PARKING
IR ZONE
EX. HISTORIC QUAY WALL
SEE STRUCTURAL PLANS
CD104-CD106 FOR
STRUCTURAL DEMOLITION
1 SAW CUT, REMOVE AND DISPOSE BITUMINOUS CONCRETE
PAVEMENT. PAVEMENT DEPTH VARIES. SEE BORING
LOGS FOR PAVEMENT THICKNESS AT EACH LOCATION.
2 LIMIT OF RAIL REMOVAL. SEE GENERAL NOTE 3.
3 EXISTING AIR INTAKE MUST REMAIN AND BE PROTECTED
4 REMOVE EXISTING CONTAINERS AND TRAILERS. SEE
GENERAL NOTE 5.
5 REMOVE EXISTING CONCRETE STEPS
6 REMOVE CRANE RAIL AND ASSOCIATED STRUCTURE. SEE
SHEET CD501
7 REMOVE EXISTING CAPSTAN. SEE NOTE 9
8 EXISTING EQUIPMENT AND LOUVER SERVICING THE
PUMPWELL MUST REMAIN OPERATIONAL UNTIL
TEMPORARY OR PERMANENT SYSTEM ARE IN PLACE.
EQUIPMENT AND LOUVER MAY BE REMOVED WHEN
DEWATERING, DRAINAGE AND ASW PUMPS HAVE BEEN
DECOMMISSIONED. REMOVAL MUST BE COORDINATED
WITH PNSY.
9 REMOVE EXISTING CONCRETE TRENCH
10 CONTRACTOR MUST INCLUDE COST TO RELOCATE
EXISTING ELECTRICAL PANEL AND BOX TO
ACCOMMODATE DEMOLITION AND CONSTRUCTION
11 REMOVE EXISTING PUMPWELL HEAD HOUSE
GENERAL NOTES:
1. THE LIMITS OF SAWCUTTING, PAVEMENT REMOVAL, AND
RAIL REMOVAL SHOWN ARE APPROXIMATE. DETERMINE
THE EXACT LIMITS OF THIS WORK REQUIRED TO SUPPORT
THE DEMOLITION EFFORT.
2. SEE SURVEY DRAWINGS FOR EXISTING UTILITIES.
PROTECT UTILITIES TO REMAIN.
3. RAILS ARE IN 39 FT LENGTHS. REMOVE FULL SEGMENT OF
RAIL AT NEAREST RAIL JOINT, OR SAWCUT RAIL TO ALLOW
FOR UTILITY WORK . DETERMINE LOCATION OF RAIL
JOINTS AND LIMITS OF RAIL REMOVAL. ALL SPLICE PLATES
AND BOLTS AT THE REMOVAL LIMIT MUST BE REPLACED.
REUSE OF THE HARDWARE WILL NOT BE ALLOWED.
4. REQUEST ALL RAIL AND UTILITY OUTAGES PRIOR TO
PERFORMING ANY WORK IN ACCORDANCE WITH
CONTRACT DOCUMENTS.
5. GOVERNMENT WILL REMOVE AND RELOCATE ABOVE
GROUND FACILITIES, TRAILERS, TANKS AND CONTAINERS.
CONTRACTOR MUST PROVIDE REQUEST TO CONTRACTING
OFFICER A MINIMUM OF 30 DAY PRIOR TO WORK.
DEMOLITION KEYNOTES
A
B
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1 2 3 4 5
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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
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
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E N
T
C
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E N
A V
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T A
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N
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F O
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S
H 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
DEMOLITION PLAN - TURNOUT & EXISTING PUMP WELL AREA
SCALE: 1" = 20'
M A
T C
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CD103
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GENERAL NOTES (CONTINUED):
6. ACCESS HATCHES FOR PUMPWELL
OPERATION MUST BE PROTECTED
7. AREAS TO BE DEMOLISHED ONLY AFTER
SUPPORT OF EXCAVATION IS COMPLETE.
8. 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.
9. SEE SHEET CD104 FOR REMOVAL OF
SUBSURFACE UTILITIES WITHIN THE
TURNOUT AREA
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AutoCAD SHX Text
SOIL ZONE 1
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SOIL ZONE 2
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2"FW(R)
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4"ST
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4"ST
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6"ST
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6"ST
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4"ST
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1 1/2"COND
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SYL
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SYL
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CA
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EP
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EP
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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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EOI
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6" A QL-B
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5-3" DC E QL-C COULD NOT BE DESIGNATED.
AutoCAD SHX Text 6" STEAM 6" AIR 1.5" CONDENSATE 0.5" HIGH PRESSURE COMPRESSED AIR 6" AUXILIARY SALT WATER 6" FIRE WATER 8" FIRE PROTECTION IN UTILITY TUNNEL QL-B
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16-4" E QL-B
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SHELF IN MH
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TMH/EMH DC-D-4 RIM=9.8', CH=8.3' SUMP=0.6'
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4-4" E QL-C (R)
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18-4" E QL-B
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2" STEAM IN UTILITY TUNNEL QL-B
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3" STEAM IN UTILITY TUNNEL QL-B
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4" CUT STEAM PIPE IN UTILITY TUNNEL
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5" E QL-B
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24-4" T/DC E QL-B
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TMH/EMH DC-D-9 RIM=9.5', CH=8.9' SUMP=2.5'
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9-4" T/DC E QL-C NO ELECTRONIC SIGNALS DETECTED
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HPCA MH RIM=9.5', CH=8.9' SUMP=7.1'
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2-4" T/DC E QL-D (EMPTY)
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20-4" E QL-B
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HIGH PRESSURE COMPRESSED AIR DUCT QL-B
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HPCA MH RIM=9.5' COULD NOT OPEN
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HPCA MH RIM=9.7' COULD NOT OPEN
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6" STEAM 6" AIR IN THE UTILITY TUNNEL QL-B
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HIGH PRESSURE COMPRESSED AIR DUCT QL-B
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HPCA MH RIM=9.6' COULD NOT OPEN
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TMH/EMH DC RIM=9.6', CH=7.4' SUMP=0.6'
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1.5" HPCA QL-B
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6" FW QL-C
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3" STEAM IN UTILITY TUNNEL QL-B
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6" STEAM 6" AIR IN THE UTILITY TUNNEL QL-B
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24-4" T/DC E QL-B
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ELECTRIC SUB STATION VAULT
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24-4" T/DC E QL-B
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9-4" E QL-C
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QL-B
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QL-C
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24-4" E QL-C
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E QL-B
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15-4" E QL-B
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16-4" E QL-B
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15-4" E QL-B
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4" EMPTY CONDUITS
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8" FW QL-B
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8" FW QL-B
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6" FW QL-B
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8" FW QL-B
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6" FW QL-B
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12" FW QL-B
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12" FW QL-B
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12" FW QL-B
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12" FW QL-B
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EOI
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24-4" T/DC E QL-B
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6" STEAM 6" AIR IN THE UTILITY TUNNEL QL-B
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20-4" E QL-B
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SOFT WALL STORAGE BUILDING
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ELECTRIC PANEL & METER BOX
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8" FW QL-B
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24-4" T/DC E QL-B
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21-4" E QL-C (R)
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EOC
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EOC
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EOC
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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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CONTAINER
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CONTAINER
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EOC
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OFFICE TRAILER
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CONTAINER
AutoCAD SHX Text (A)
AutoCAD SHX Text (A)
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OFFICE TRAILER
AutoCAD SHX Text
CONTAINER
AutoCAD SHX Text
OFFICE TRAILER
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GARAGE
AutoCAD SHX Text (A)
AutoCAD SHX Text (A)
AutoCAD SHX Text
ELECTRIC PANEL & METER BOX
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1-4" E QL-B 1-4" T QL-B 1-2" T QL-B
AutoCAD SHX Text
9-4" E QL-B
AutoCAD SHX Text
AC-39 UNABLE TO OPEN LOCATION UNDER STORAGE CONTAINER
AutoCAD SHX Text
OFL 16A(R)
AutoCAD SHX Text
OFL 17A(R)
AutoCAD SHX Text (A)
AutoCAD SHX Text (A)
AutoCAD SHX Text (A)
AutoCAD SHX Text (B)
AutoCAD SHX Text (A)
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TRAILER
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CONTAINER
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TRAILER
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WOODEN DECK
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DIESEL FUEL
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CONTAINER
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SWL
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(2)ES
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12" FW QL-B
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1" HPA QL-B
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1" HPA QL-B
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SOIL ZONE 1
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SOIL ZONE 2
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SOIL ZONE 1
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SOIL ZONE 2
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SOIL ZONE 1
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SOIL ZONE 2
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UNCLASSIFIED
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UNCLASSIFIED
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UNCLASSIFIED
EX. QUAY WALL
1 REMOVE EXISTING HIGH PRESSURE AIR LINE. SEE
GENERAL NOTE 2.
2 REMOVE EXISTING FRESH WATER LINE. SEE GENERAL
NOTE 2.
3 REMOVE EXISTING SANITARY SEWER LINE INCLUDING ALL
ASSOCIATED FITTINGS/VALVES. SEE GENERAL NOTE 2.
4 REMOVE EXISTING DC ELECTRIC/COMMUNICATIONS
DUCTBANK. SEE GENERAL NOTE 2.
5 REMOVE EXISTING AC ELECTRIC DUCTBANK. SEE
GENERAL NOTE 2.
6 REMOVE EXISTING STEAM TRENCH. ASSUME FOR BIDDING
PURPOSES THAT ACM PIPE INSULATION IS PRESENT ON
EXISTING STEAM PIPES. SEE GENERAL NOTE 2.
7 REMOVE EXISTING STORM DRAIN LINE. SEE GENERAL
NOTE 2.
8 REMOVE EXISTING COMPRESSED AIR LINE. SEE GENERAL
NOTE 2.
9 REMOVE EXISTING SANITARY SEWER MANHOLE.
10 ABANDON AND FILL STORM DRAIN PIPE BENEATH WHARF
11 REMOVE TOP OF HISTORIC QUAY WALL. COORDINATE
WITH ARCHAEOLOGIST AND MINIMIZE REMOVAL OF WALL
SECTIONS TO ACCOMMODATE PROPOSED UTILITY WORK.
REFER TO SHEET G-131 AND G-132
12 REMOVE EXISTING HIGH PRESSURE STEAM MANHOLE. SEE
SHEET MD501.
13 REMOVE EXISTING HIGH PRESSURE AIR MANHOLE. SEE
SHEET MD501.
14 REMOVE AND RESET EXISTING SURVEY MONUMENT.
15 REMOVE EXISTING ELECTRIC MANHOLE.
16 REMOVE EXISTING DRAINAGE STRUCTURE.
17 REMOVE EXISTING INSULATION FROM FRESH WATER AND
COMPRESSED AIR PIPING. FOR BIDDING PURPOSES
ASSUME ACM IS PRESENT ON INSULATION
DEMOLITION KEYNOTES
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
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T u e s d a y
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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
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
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M
A I N
E
AS SHOWN
SBF MJC ASM
RICHARD POWERS,
C980 10/15/20
1" = 20'
20' 0 20' 40'
PLAN
NORTH
UTILITY DEMOLITION PLAN - TURNOUT & EXISTING PUMP WELL AREA
SCALE: 1" = 20'
M A
T C
H
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CD104
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12823123
GENERAL NOTES:
1. SEE SURVEY DRAWINGS FOR EXISTING UTILITIES.
PROTECT UTILITIES TO REMAIN.
2. REQUEST ALL RAIL AND UTILITY OUTAGES PRIOR TO
PERFORMING AND WORK IN ACCORDANCE WITH
CONTRACT DOCUMENTS.
3. 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.
A
M E
N D
M E
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M G
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2"FW(R)
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4"ST
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4"ST
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6"ST
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6"ST
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4"ST
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1 1/2"COND
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SYL
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SYL
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SYL
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ST
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CA
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CA
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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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HH
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HH
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SYL
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SYL
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SYL
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SWL
AutoCAD SHX Text 378A
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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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EOI
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6" A QL-B
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5-3" DC E QL-C COULD NOT BE DESIGNATED.
AutoCAD SHX Text 6" STEAM 6" AIR 1.5" CONDENSATE 0.5" HIGH PRESSURE COMPRESSED AIR 6" AUXILIARY SALT WATER 6" FIRE WATER 8" FIRE PROTECTION IN UTILITY TUNNEL QL-B
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16-4" E QL-B
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SHELF IN MH
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TMH/EMH DC-D-4 RIM=9.8', CH=8.3' SUMP=0.6'
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18-4" E QL-B
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2" STEAM IN UTILITY TUNNEL QL-B
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3" STEAM IN UTILITY TUNNEL QL-B
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4" CUT STEAM PIPE IN UTILITY TUNNEL
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5" E QL-B
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24-4" T/DC E QL-B
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TMH/EMH DC-D-9 RIM=9.5', CH=8.9' SUMP=2.5'
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9-4" T/DC E QL-C NO ELECTRONIC SIGNALS DETECTED
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HPCA MH RIM=9.5', CH=8.9' SUMP=7.1'
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2-4" T/DC E QL-D (EMPTY)
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24-4" T/DC E QL-B
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20-4" E QL-B
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HIGH PRESSURE COMPRESSED AIR DUCT QL-B
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HPCA MH RIM=9.5' COULD NOT OPEN
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HPCA MH RIM=9.7' COULD NOT OPEN
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6" STEAM 6" AIR IN THE UTILITY TUNNEL QL-B
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HIGH PRESSURE COMPRESSED AIR DUCT QL-B
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HPCA MH RIM=9.6' COULD NOT OPEN
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TMH/EMH DC RIM=9.6', CH=7.4' SUMP=0.6'
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1.5" HPCA QL-B
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6" FW QL-C
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3" STEAM IN UTILITY TUNNEL QL-B
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6" STEAM 6" AIR IN THE UTILITY TUNNEL QL-B
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24-4" T/DC E QL-B
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24-4" T/DC E QL-B
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9-4" E QL-C
AutoCAD SHX Text 20-4" E
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QL-B
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QL-C
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24-4" E QL-C
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E QL-B
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15-4" E QL-B
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16-4" E QL-B
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15-4" E QL-B
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4" EMPTY CONDUITS
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8" FW QL-B
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8" FW QL-B
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6" FW QL-B
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8" FW QL-B
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6" FW QL-B
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12" FW QL-B
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12" FW QL-B
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12" FW QL-B
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12" FW QL-B
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EOI
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24-4" T/DC E QL-B
AutoCAD SHX Text
6" STEAM 6" AIR IN THE UTILITY TUNNEL QL-B
AutoCAD SHX Text
20-4" E QL-B
AutoCAD SHX Text
SOFT WALL STORAGE BUILDING
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ELECTRIC PANEL & METER BOX
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8" FW QL-B
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24-4" T/DC E QL-B
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21-4" E QL-C (R)
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EOC
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EOC
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EOC
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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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EOC
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OFFICE TRAILER
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CONTAINER
AutoCAD SHX Text (A)
AutoCAD SHX Text (A)
AutoCAD SHX Text
OFFICE TRAILER
AutoCAD SHX Text
CONTAINER
AutoCAD SHX Text
OFFICE TRAILER
AutoCAD SHX Text
GARAGE
AutoCAD SHX Text (A)
AutoCAD SHX Text (A)
AutoCAD SHX Text
ELECTRIC PANEL & METER BOX
AutoCAD SHX Text
1-4" E QL-B 1-4" T QL-B 1-2" T QL-B
AutoCAD SHX Text
9-4" E QL-B
AutoCAD SHX Text
AC-39 UNABLE TO OPEN LOCATION UNDER STORAGE CONTAINER
AutoCAD SHX Text
OFL 16A(R)
AutoCAD SHX Text
OFL 17A(R)
AutoCAD SHX Text (A)
AutoCAD SHX Text (A)
AutoCAD SHX Text (A)
AutoCAD SHX Text (B)
AutoCAD SHX Text (A)
AutoCAD SHX Text
WOODEN DECK
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DIESEL FUEL
AutoCAD SHX Text
SWL
AutoCAD SHX Text
(2)ES
AutoCAD SHX Text
12" FW QL-B
AutoCAD SHX Text
1" HPA QL-B
AutoCAD SHX Text
1" HPA QL-B
AutoCAD SHX Text
SOIL ZONE 2
AutoCAD SHX Text
SOIL ZONE 1
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SOIL ZONE 2
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SOIL ZONE 1
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SOIL ZONE 2
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SOIL ZONE 1
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UNCLASSIFIED
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UNCLASSIFIED
FRESH WATER KEYNOTES
1 PROVIDE MECHANICALLY RESTRAINED 12" CEMENT-LINED
DUCTILE IRON FRESH WATER PIPE BURIED.
2 PROVIDE 12' X 10" X 12" MECHANICAL JOINT TEE BURIED
WITH THRUST BLOCKS, SEE DETAIL A2 ON DRAWING CF501
3 PROVIDE MECHANICALLY RESTRAINED 10" CEMENT-LINED
DUCTILE IRON FRESH WATER PIPE BURIED.
4 PROVIDE 10" 45° MECHANICAL JOINT BENDS BURIED WITH
THRUST BLOCKS, SEE DETAIL A2 ON DRAWING CF501
5 PROVIDE 12" 45° MECHANICAL JOINT BENDS BURIED WITH
THRUST BLOCKS, SEE DETAIL A2 ON DRAWING CF501
6 PROVIDE 12" X 12" X 12" MECHANICAL JOINT TEE BURIED
WITH THRUST BLOCKS, SEE DETAIL A2 ON DRAWING CF501
7 CONNECT TO EXISTING GATE VALVE FRESH WATER
8 CONTINUE INTO UTILITY ENCLOSURE, SEE DRAWING UP101
9 CUT AND CONNECT TO 8" EXISTING FRESH WATER
10 PROVIDE 10" X 8" MECHANICAL JOINT TEE BURIED WITH
THRUST BLOCKS, SEE DETAIL A2 ON DRAWING CF501
11 PROVIDE NEW HYDRANT, SEE DETAIL A5 ON DRAWING CF501
12 PROVIDE 12" GATE VALVE, SEE DETAIL C4 ON DRAWING
CF501, REFER TO GENERAL NOTE 10
13 PROVIDE 10" GATE VALVE, SEE DETAIL C4 ON DRAWING
CF501, REFER TO GENERAL NOTE 10
14 PROVIDE CORE THROUGH EXISTING PUMP SIDE WALL
15 PROVIDE 12" 22.5° MECHANICAL JOINT BENDS BURIED
WITH THRUST BLOCKS, SEE DETAIL A2 ON DRAWING CF501
16 PROVIDE CORE HOLE THROUGH ROOF OF EXISTING PUMP
WELL AND DOUBLE MECHANICAL SEAL, REFER TO DETAIL
C4 ON SHEET CF502
17 PROVIDE CORPORATION STOP
18 PROVIDE PIPE SUPPORTS FOR 8" CEMENT LINED DUCTILE
IRON PIPE WITHIN PUMP WELL
19 PROVIDE MECHANICALLY RESTRAINED 8" CEMENT-LINED
DUCTILE IRON PIPE BURIED, ENCASED IN 12" STEEL PIPE
BENEATH NITROGEN PAD.
20 PROVIDE 1" COPPER FRESH WATER PIPE BURIED. SEE
GENERAL NOTE 9
21 CONNECT TO EXISTING WITH CORPORATION STOP
1+44
0+00
1+00
3+56
0+59
0+00
REFER TO PROFILE
A3 ON SHEET CF201
REFER TO PROFILE
C5 ON SHEET CF201
REFER TO PROFILE
C3 ON SHEET CF201
14 18
0+29
0+00
REFER TO PROFILE
C4 ON SHEET CF201
SEE ENLARGEMENT DETAIL
A5 ON SHEET CF502
KEYNOTES CONTINUED:
22 CONNECT TO EXISTING WATER SERVICE AT BUILDING
FOUNDATION, CONTRACTOR MUST CONFIRM INVERT
PRIOR TO CONDUCTING THE WORK
23 PROVIDE 8" GATE VALVE, SEE DETAIL C4 ON DRAWING
CF501, REFER TO GENERAL NOTE 10
24 CUT AND CONNECT TO 12" EXISTING FRESH WATER
25 COVER FOR GATE VALVE MUST BE LOCATED OUTSIDE
OF NITROGEN PAD
GENERAL NOTES:
1. ALL BURIED FRESH WATER PIPE JOINTS MUST BE
MECHANICALLY RESTRAINED.
2. NOT ALL EXISTING AND NEW UTILITIES HAVE BEEN
SHOWN FOR CLARITY. REFER TO THE COMPOSITE
UTILITY DRAWINGS, DISCIPLINE SPECIFIC DRAWINGS
AND EXISTING CONDITION DRAWINGS FOR UTILITIES
LOCATED ADJACENT TO THE WORK BEING PERFORMED.
3. COMPLETE WATERLINE RELOCATION PRIOR TO
DEMOLITION OF EXISTING WATER LINE.
4. SEE SURVEY DRAWINGS AND COMPOSITE DRAWINGS
FOR EXISTING UTILITIES. PROTECT UTILITIES TO
REMAIN.
5. REQUEST UTILITY OUTAGE PRIOR TO PERFORMING ANY
WORK IN ACCORDANCE WITH CONTRACT DOCUMENTS.
6. CONCRETE ENCASE NEW FRESH WATER LINE WITHIN 10'
VERTICALLY OR HORIZONTALLY OF SEWER.
7. PROVIDE WATER CONNECTION TO FIRE PUMP REFER TO
FIRE PROTECTION PLANS.
8. CONTRACTOR MUST CONFIRM INVERT LOCATIONS OF
CONNECTION POINTS TO EXISTING WATER PRIOR TO
COMMENCEMENT OF WORK
9. CONTRACTOR MUST PROVIDE FREEZE PROTECTION
FOR SECTIONS OF PIPING LESS THAN 5FT OF COVER
10. GATE VALVES MUST BE INSTALLED AS CLOSE TO THE
TEE FITTINGS AS POSSIBLE. FLANGE OF GATE VALVE
INSTALLED TO TEE FLANGE
11. REFER TO PHASING SHEET G106 FOR FRESH WATER
INSTALLATION RESTRICTIONS AND GENERAL PHASING
REQUIREMENTS
A
B
C
D
2 3 4 5
1 2 3 4 5
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R m c a r a m a g n o
D E
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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
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
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P R
O V
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E N
T
C
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A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
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G I N
I A
P O
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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
FRESH WATER PLAN - SHEET 2 OF 2 - TURNOUT & EXISTING PUMP WELL AREA
SCALE: 1" = 20'
CF102
F R
E S
H
W
A T
A
N
S
H E
12823164
A
M E
N D
M E
V
M G
A
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N D
M E
V
M G
A
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N D
M E
V
E V
A T
I O
N
F
T
E L
E V
A T
I O
N
F
T
-5
-5
0+00
1+00
1+43.69
FINISHED GRADE
EX DC ELECTRIC
TO BE REMOVED
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
-5
-5
UTILITY ENCLOSURE
P381 24" DRAIN
EX AC ELECTRIC
12" X 10" TEE TO RELOCATED
FRESH WATER
0+00
0+59.45
EX DC ELECTRIC
12" FW
12" X 12" TEE TO RELOCATED
FRESH WATER
FINISHED GRADE
EXISTING GRADE
CONNECTION TO
EXISTING 12" FW
H O
R
B
E N
D
H O
R
B
E N
D
V E
N
D
V E
N
D
V E
N
D
CRANE RAIL
GRADE BEAMS
10" FW
V E
N
D
V E
N
D
6" HPS
12" OD
6" CA
EXISTING GRADE
10" X 8" TEE TO HYDRANT
P381 DC ELECTRIC
P381 DC ELECTRIC
V E
N
D
H O
R
B
E N
D
V
A L V
E
H O
R
B
E N
D
V
A L V
E
V
A L V
E
WHEELER UNIT
H O
R
B
E N
D
P381 AC ELECTRIC
V E
N
D
P381 AC ELECTRIC
P381 DC ELECTRIC
6" CA
6" HPS
12" O.D.
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
-5
-5
0+00
1+00
2+00
3+00
3+55.64
EX DC ELECTRIC
EX DC ELECTRIC
12" FW
FINISHED GRADE
EXISTING GRADE
P381 24" DRAIN
EX AC ELECTRIC
12" X 10" TEE TO UTILITY ENCLOSURE
12" X 12" TEE TO RELOCATED FRESH WATER
V E
N
D
V E
N
D
12" X 12" TEE TO EXISTING
FRESH WATER CONNECTION. SEE NOTE 1
H O
R
B
E N
D
H O
R
B
E N
D
V E
N
D
EX AC ELECTRIC
6" HPS
V E
N
D
V E
N
D
EX 12" DRAIN (DEMO)
P381 6" DRAIN
45° FITTING TO EXISTING
FRESH WATER. SEE NOTE 1
V E
N
D
V E
N
D
V
A L
V E
V
A L
V E
V
A L
V E
V
A L
V E
V
A L
V E
6" HPS
EX 3" HPS
P381 12" DRAIN
H O
R
B
E N
D
H O
R
B
E N
D
H O
R
B
E N
D
V E
N
D
EXISTING GATE VALVE
EXISTING GRADE
E L
E V
A T
I O
N
F
T
E L
E V
A T
I O
N
F
T
-5
-5
0+00
0+85.39
F
W
EX 12" FW
EXISTING GATE VALVE
E L
E V
A T
I O
N
F
T
E L
E V
A T
I O
N
F
T
-5
-5
0+00
0+29.12
8" FW
CF201
F R
E S
H
W
A T
O
F I L
E S
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
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F
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E
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D E
P A
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NAVFAC DRAWING NO.
N A
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DRAWFORM REVISION: 07 AUG 2018
P
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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
P I T
A L
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P R
O V
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E N
T
C
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S
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F O
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P O
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S M
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Y A
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K I T
T E
R Y
M
A I N
E
AS SHOWN
SBF MJC ASM
RICHARD POWERS,
C980 10/15/20
FRESH WATER PROFILE - UTLITY ENCLOSURE TO 12" MAIN
SCALE: HOR - 1" = 20', VERT - 1" = 4'
C3
CF102
FRESH WATER PROFILE - CRANE RAIL TURNOUT - EAST OF SUBSTATION 3 EXPANSION
SCALE: HOR - 1" = 20', VERT - 1" = 4'
A3
CF102
1" = 20'
20' 0 20' 40'
FRESH WATER PROFILE - SOUTH
OF SUBSTATION 3 EXPANSION
SCALE: HOR - 1" = 20', VERT - 1" = 4'
C5
CF102
FRESH WATER PROFILE - HEAD END
SCALE: HOR - 1" = 20', VERT - 1" = 4'
A5
CF101
GENERAL NOTES:
1. CONTRACTOR MUST CONFIRM INVERT
LOCATIONS OF CONNECTION POINTS TO EXISTING
WATER PRIOR TO COMMENCEMENT OF WORK
12823165
FRESH WATER PROFILE - HYDRANT
SCALE: HOR - 1" = 5', VERT - 1" = 5'
C4
CF102
V
A L
V E
HYDRANT
FINISHED GRADE
EXISTING PUMPWELL SLAB
6" NITROGEN PAD
EXISTING GRADE
10" X 8" TEE
12" STEEL PIPE ENCASEMENT
A M
E N
D M
E N
T
V
M G
A
M E
N D
M E
V
M G
A
M E
N D
M E
V
E
E
W H
E E
L E
R
NITROGEN
HYD
KEYNOTES
1 PROVIDE AND COMPACT AGGREGATE SUBBASE AND BASE
AS REQUIRED TO MEET GRADING. GRADE AND COMPACT
EXISTING AGGREGATE SUBBASE AND BASE. PROVIDE
BITUMINOUS CONCRETE BINDER AND WEARING COURSE.
SEE DETAIL A2 ON DRAWING CS503.
2 PROVIDE PAINTED YELLOW STRIPING LINES AT CRANE
RAIL. TYP. SEE DRAWING CS107 AND CS504
3 INSTALL CHAIN LINK FENCE. SEE DETAILS A2 AND C2 ON
DRAWING CS502.
4 INSTALL ELECTRICAL ENCLOSURE LOW RETAINING WALL
PER DETAIL C5 ON DRAWING CS507.
5 RAISE CASTING, TYP. SEE SHEET CS 107 FOR GRADING.
6 INSTALL AASHTO #57 STONE BASE PER SECTION B2 ON
DRAWING CS301.
7 INSTALL CAST IN PLACE STAIRS, REFER TO DETAIL C4 ON
SHEET CS507.
8 INSTALL SINGLE LEAF CHAIN LINK GATE AT STAIRS PER
DETAILS A3 AND C5 ON DRAWING CS501.
9 INSTALL DOUBLE SWING CHAIN LINK GATE PER DETAIL A2
ON DRAWING CS502.
10 REINSTALL CRANE RAILS. SEE DRAWINGS CS401 AND
CS510
11 PROVIDE REINFORCED STRUCTURAL SLAB, REFER TO
DETAILS C2/C3/C5 ON DRAWING CS510.
12 PROVIDE REINFORCED CONCRETE SLAB, REFER DETAIL C2
ON DRAWING CS510
13 REINFORCED CONCRETE DUCTBANK SECTION. SEE DETAIL
B4 ON CS507
14 PROVIDE AT-GRADE TRENCH SECTION FOR HPA, REFER
TO DETAILS B3/B4 ON DRAWING CS110
15 PROVIDE AT GRADE TRENCH FOR WHEELER, REFER TO
DETAILS ON SHEET CS509
16 REPLACE SWITCH 55 AND 56. SEE CRANE RAIL DRAWINGS
17 PROVIDE HYDRANT. SEE DETAIL A5 ON DRAWING CF501
18 REFER TO STRUCTURAL PLANS FOR NITROGEN PAD.
19 INSTALL RAMP WITH CHEEK WALLS IN EITHER SIDE, REFER
TO SHEET CS110
20 ELECTRICAL EQUIPMENT PAD, REFER TO DETAIL CS ON
SHEET CS507
21 EXISTING CONCRETE TRENCH TO REMAIN
GENERAL NOTES:
1. NOT ALL EXISTING AND NEW UTILITIES HAVE BEEN SHOWN
FOR CLARITY. THE CONTRACTOR MUST REFER TO THE
COMPOSITE UTILITY DRAWINGS, DISCIPLINE SPECIFIC
DRAWINGS, AND EXISTING CONDITIONS DRAWINGS FOR
UTILITIES LOCATED ADJACENT TO THE WORK BEING
PERFORMED.
2. SEE SHEET CS401 FOR SUBSTATION AND PIDC PART
PLANS.
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
F I
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A
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O
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T u e s 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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M E
T
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Y
EPROJECT NO.
SHEET
NAVFAC DRAWING NO.
N A
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L
F
A C
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S
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P P
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OF
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F
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C
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M A
D
A
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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
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F O
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P O
R T
S M
O U
V
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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
CIVIL SITE 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
CS103
C I V
T
E
P
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G
P
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P
W
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L
A
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A
12823136
A
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22 CONCRETE FILLED STEEL PIPES, SEE DETAIL A5 ON
SHEET CS502
23 REFER TO SHEET US403 FOR STRUCTURAL SLAB
EAST OF UTILITY ENCLOSURE
KEYNOTES CONTINUED:
A
M E
N D
M E
V
M G
A
M E
N D
M E
V
M G
11+00 12+00 13+00
LOW POINT AT NEW CB
RIM: 9.08
LOW POINT AT NEW CB
RIM: 9.30
LOW POINT AT NEW CB
RIM: 9.60
LOW POINT
AT NEW CB
RIM: 9.53
ELEV: 9.55
ADJUSTED RIM: 9.17
EXISTING RIM: 9.08
10.19
9.91
10.05
9.83
9.96 9.87
9.95
9.88
9.80
9.84
9.73
9.65
9.70
TOP SLAB: 10.03
9.77
9.75
9.64
9.60
9.53 9.59
9.53
9.50
9.59
9.70
9.40
9.55
ADJUSTED RIM: 9.38
TOW: 12.00
BOW: 9.55
TOW: 12.00
BOW: 9.56
TOW: 12.00
BOW: 9.84
TOW: 12.00
BOW: 9.55
9.38
TOP SLAB: 9.95
TOW: 12.00
BOW: 9.86
TOP SLAB: 10.37
LOW POINT AT NEW CB
RIM: 9.59
TOP SLAB: 10.00
TOW: 12.00
BOW: 9.50
TOW: 12.00
BOW: 9.65
TOW: 12.00
BOW: 9.50
EXISTING RIM: 9.08
9.85
9.73
9.52
9.61
9.33
9.44
9.48
9.36
MATCH GRADE AT EXIST MH
RIM: 9.46
MATCH GRADE AT EX MH
RIM: 9.33
MATCH GRADE AT EX MH
RIM: 9.38
9.33
9.57
9.33
9.48
9.73
9.48
9.80
9.89
HIGH POINT: 9.66
9.78
TOP OF STONE: 11.50
9.52
9.43
TOP OF STONE: 11.50
9.40
9.91
9.95
9.73
9.77
9.80
MATCH GRADE AT EXIST TRENCH
HIGH POINT AT DOOR: 10.07
VERIFY IN FIELD
BOTTOM OF CURB AT DOOR: 9.60
VERIFY IN FIELD
BOTTOM OF CURB AT VENT: 9.55
VERIFY IN FIELD
BOTTOM OF CURB AT VENT: 9.60
VERIFY IN FIELD
9.67
9.55
TOW: 12.00
BOW: 9.62
9.68
LOW POINT AT NEW CB
RIM: 9.12
9.33
9.67
9.80
9.64
9.55
MATCH GRADE AT EXIST MH
RIM: 9.42
9.30
8.65
GENERAL NOTES:
1. CONCRETE EQUIPMENT PAD LOCATIONS AND SIZE ARE
APPROXIMATE. ADJUST TO SUIT ELECTRICAL EQUIPMENT
PROVIDED. IF ELECTRICAL EQUIPMENT SELECTED BY
CONTRACTOR REQUIRES A PAD LARGER THAN IS SHOWN
ON THIS DRAWING, THE CONTRACTOR MUST REVISE
LAYOUT OF PADS ENSURING THAT ALL CLEARANCE
SHOWN BETWEEN PADS ARE MAINTAINED. SEE
ELECTRICAL DRAWINGS.
2. PRECAST GRADE RINGS OR RISERS MUST BE USED FOR
ELECTRIC MANHOLE CASTING ADJUSTMENTS INSIDE
SUBSTATION.
KEYNOTES
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 C
S
G
R A
D I N
G
P
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N d
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C
S
S
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E
G
R A
D I N
G
P
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N
T
U R
N O
O
T T
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T u e s d a y
F e b r u a r y
E
R
S e F o s t e r
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
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S
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G
C
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S Y
M D
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C R
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P P
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OF
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F
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S
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N G
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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
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
A L
S
H 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
SITE GRADING PLAN - TURNOUT
SCALE: 1" = 20'
CS107
S I T
E
G
R A
D I N
G
P
L A
N
T
U R
N O
U T
CASTINGS ADJUSTMENT TABLE
CASTING NO TYPE
EXISTING ELEVATION (FT) NEW ELEVATION (FT)
C-1 DC ELECTRIC MH 9.47 11.50
C-2 AC ELECTRIC MH 9.59 11.50
CASTING C-2
CASTING C-1
12823140
A
M E
N D
M E
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G
A
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N D
M E
V
M G
AutoCAD SHX Text S
AutoCAD SHX Text
ST
AutoCAD SHX Text
CA
AutoCAD SHX Text
CA
AutoCAD SHX Text F
AutoCAD SHX Text
TRENCH DRAIN SUMP 7.0'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 308A
AutoCAD SHX Text
AutoCAD SHX Text
AC-36(R)
AutoCAD SHX Text
45A UNABLE TO ACCESS
AutoCAD SHX Text (A)
AutoCAD SHX Text (A)
AutoCAD SHX Text
TRENCH DRAIN
AutoCAD SHX Text
VAULT
AutoCAD SHX Text
VAULT
AutoCAD SHX Text
TRENCH DRAIN
AutoCAD SHX Text
TRENCH DRAIN
AutoCAD SHX Text
OFL 16A(R)
AutoCAD SHX Text
OFL 17A(R)
AutoCAD SHX Text
AC-309
AutoCAD SHX Text
MP
AutoCAD SHX Text
VAULT
AutoCAD SHX Text
VAULT
AutoCAD SHX Text
VAULT
AutoCAD SHX Text (A)
AutoCAD SHX Text (B)
AutoCAD SHX Text (A)
AutoCAD SHX Text (A)
AutoCAD SHX Text (A)
AutoCAD SHX Text (B)
AutoCAD SHX Text
RD
AutoCAD SHX Text (A)
AutoCAD SHX Text (B)
AutoCAD SHX Text (A)
AutoCAD SHX Text (B)
AutoCAD SHX Text (C)
AutoCAD SHX Text (A)
AutoCAD SHX Text (A)
AutoCAD SHX Text
ACCESS HATCH
AutoCAD SHX Text
VSP (SEWER VALVE CONN.)
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.8
AutoCAD SHX Text 8.8
AutoCAD SHX Text 8.9
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.8
AutoCAD SHX Text 10.3
AutoCAD SHX Text 9.5
AutoCAD SHX Text 10.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.9
AutoCAD SHX Text 12.0tw
AutoCAD SHX Text 12.0tw
AutoCAD SHX Text 8.8
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 8.8
AutoCAD SHX Text 8.9
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.7
AutoCAD SHX Text 10.4
AutoCAD SHX Text 8.8
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 10.3
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.3
AutoCAD SHX Text 10.4
AutoCAD SHX Text 9.7
AutoCAD SHX Text 10.6
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 10.4
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.3
AutoCAD SHX Text 8.8
AutoCAD SHX Text 10.5
AutoCAD SHX Text 10.7
AutoCAD SHX Text 10.8
AutoCAD SHX Text 10.8
AutoCAD SHX Text
(2)ES
AutoCAD SHX Text
1" HPA QL-B
AutoCAD SHX Text
1" HPA QL-B
AutoCAD SHX Text
SOIL ZONE 1
AutoCAD SHX Text
SOIL ZONE 2
AutoCAD SHX Text
SOIL ZONE 1
AutoCAD SHX Text
SOIL ZONE 2
AutoCAD SHX Text
SOIL ZONE 1
AutoCAD SHX Text
SOIL ZONE 2
AutoCAD SHX Text
UNCLASSIFIED
AutoCAD SHX Text
UNCLASSIFIED
DRAIN STRUCTURE INFORMATION
CB-01
48 DIA CONCENTRIC STRUCTURE
N: 90976.0747
E: 2798948.8017
RIM: 9.30
INV OUT 12" CONC X 3 LF: 5.37 (DMH-04)
CB-02
48 DIA CONCENTRIC STRUCTURE
N: 90951.4813
E: 2798936.6660
RIM: 9.60
INV IN 6" DI X 16 LF: 5.51 (DMH-04)
INV OUT 6" DI X 12 LF: 5.51 (DMH-16)
CB-04
48 DIA CONCENTRIC STRUCTURE
N: 90981.5575
E: 2798874.2580
RIM: 9.67
INV IN 6" PVC X 18 LF: 5.38 (RD 2)
INV OUT 6" PVC X 41 LF: 5.38 (DMH-05)
CB-05
48 DIA CONCENTRIC STRUCTURE
N: 91054.6612
E: 2798890.9523
RIM: 9.08
INV OUT 12" CONC X 15 LF: 5.03 (DMH-06)
CB-07
48 DIA CONCENTRIC STRUCTURE
N: 91156.5403
E: 2798887.9327
RIM: 11.50
INV OUT 12" CONC X 30 LF: 5.39 (DMH-T4)
CB-08
48 DIA CONCENTRIC STRUCTURE
N: 91202.9689
E: 2798872.9993
RIM: 11.50
INV OUT 12" CONC X 32 LF: 5.46 (DMH-T2)
CB 15-6
48 DIA CONCENTRIC STRUCTURE
N: 90975.6180
E: 2799041.4198
RIM: 9.13
INV IN 6" PVC X 31 LF: 3.80 (DMH-15)
INV OUT 24" CONC X 59 LF: 1.60 (DMH-03)
CB 17-3B
Concentric Structure 72 dia 18 frame 24 cone 5 wall 6 floor
N: 91192.0891
E: 2798934.1185
RIM: 9.13
INV OUT 12" CONC X 25 LF: 3.60 (DMH-T4)
DMH-03
60" DIA CONCENTRIC STRUCTURE
N: 90958.0470
E: 2798980.3062
RIM: 9.54
INV IN 12" DI X 20 LF: 4.31 (CB-09)
INV IN 24" CONC X 59 LF: 1.17 (CB 15-6)
INV OUT 24" CONC X 32 LF: 1.17 (DMH-04)
DMH-04
60" DIA CONCENTRIC STRUCTURE
N: 90969.8558
E: 2798945.5643
RIM: 9.60
INV IN 24" CONC X 32 LF: 0.92 (DMH-03)
INV IN 12" CONC X 3 LF: 5.28 (CB-01)
INV OUT 30" CONC X 71 LF: 0.81 (DMH-05)
INV OUT 6" DI X 16 LF: 5.28 (CB-02)
DRAIN STRUCTURE INFORMATION
DMH-05
60" DIA CONCENTRIC STRUCTURE
N: 91023.4511
E: 2798891.4393
RIM: 9.32
INV IN 30" CONC X 71 LF: 0.43 (DMH-04)
INV IN 6" PVC X 41 LF: 4.41 (CB-04)
INV OUT 30" CONC X 19 LF: 0.43 (DMH-06)
DMH-06
72" DIA CONCENTRIC STRUCTURE
N: 91041.4794
E: 2798875.5621
RIM: 9.47
INV IN 30" CONC X 19 LF: 0.31 (DMH-05)
INV IN 12" CONC X 15 LF: 4.75 (CB-05)
INV OUT 36" CONC X 56 LF: 0.21 (DMH-07)
DMH-07
72" DIA CONCENTRIC STRUCTURE
N: 91029.5058
E: 2798814.6595
RIM: 8.93
INV IN 36" CONC X 56 LF: -0.10 (DMH-06)
INV IN 15" CONC X 7 LF: 2.02 (EX CB 17-15)
INV IN 12" EX CONC X 91 LF: 1.90 (DMH-T6)
INV OUT 36" CONC X 105 LF: -0.20 (DMH-09)
DMH-09
72" DIA CONCENTRIC STRUCTURE
N: 90995.9325
E: 2798709.2430
RIM: 9.06
INV IN 36" CONC X 105 LF: -0.75 (DMH-07)
INV OUT 36" CONC X 121 LF: -0.85 (DMH-10)
DMH-10
72" DIA CONCENTRIC STRUCTURE
N: 90957.9581
E: 2798588.3741
RIM: 9.01
INV IN 36" CONC X 121 LF: -1.48 (DMH-09)
INV IN 12" CONC X 5 LF: 4.83 (Structure - (327))
INV OUT 36" CONC X 25 LF: -1.48 (DMH-17)
INV OUT 12" CONC X 1 LF: 1.19 (EX CB 20-1)
DMH-11
72" DIA CONCENTRIC STRUCTURE
N: 90921.6792
E: 2798473.5509
RIM: 9.18
INV IN 36" CONC X 84 LF: -2.18 (DMH-17)
INV IN 12" CONC X 21 LF: 0.32 (EX CB 21-1)
INV OUT 36" CONC X 92 LF: -2.28 (WQU-1)
DMH-12
72" DIA CONCENTRIC STRUCTURE
N: 90858.0808
E: 2798275.1409
RIM: 9.47
INV IN 42" CONC X 104 LF: -3.79 (WQU-1)
INV IN 4" PVC X 5 LF: 0.20 (EX DMH 20010)
INV OUT 42" CONC X 24 LF: -3.79 (DMH-13)
DMH-13
10' X 16' RECT STRUCTURE
N: 90842.5013
E: 2798244.8590
RIM: 9.50
INV IN 42" CONC X 24 LF: -4.04 (DMH-12)
INV OUT 42" PVC X 54 LF: -4.20 (42'' OUTLET)
INV OUT 12" PVC X 54 LF: 4.37 (12'' OUTLET)
DMH-15
48 DIA CONCENTRIC STRUCTURE
N: 90944.5118
E: 2799057.6067
RIM: 9.66
INV IN 4" PVC X 9 LF: 4.02 (SWITCH DRAIN 1)
INV IN 4" PVC X 23 LF: 4.02 (SWITCH DRAIN 2)
INV OUT 6" PVC X 31 LF: 3.98 (CB 15-6)
DMH-16
48 DIA CONCENTRIC STRUCTURE
N: 90937.6236
E: 2798928.1369
RIM: 9.58
INV IN 6" DI X 12 LF: 5.74 (CB-02)
INV IN 6" PVC X 25 LF: -0.17 (RD 1)
DRAIN STRUCTURE INFORMATION
DMH-17
72" DIA CONCENTRIC STRUCTURE
N: 90948.7604
E: 2798559.2480
RIM: 9.05
INV IN 36" CONC X 25 LF: -1.63 (DMH-10)
INV OUT 36" CONC X 84 LF: -1.73 (DMH-11)
DMH-T1
48 DIA CONCENTRIC STRUCTURE
N: 91239.2374
E: 2798874.7530
RIM: 9.87
INV IN 12" CONC X 16 LF: 4.39 (CB-10)
INV OUT 12" CONC X 32 LF: 4.29 (DMH-T2)
DMH-T2
48 DIA CONCENTRIC STRUCTURE
N: 91219.6167
E: 2798905.4675
RIM: 9.76
INV IN 12" CONC X 32 LF: 3.57 (DMH-T1)
INV IN 12" CONC X 32 LF: 5.12 (CB-08)
INV OUT 12" CONC X 53 LF: 3.47 (DMH-T4)
DMH-T4
48 DIA CONCENTRIC STRUCTURE
N: 91164.9468
E: 2798920.5257
RIM: 9.50
INV IN 12" CONC X 53 LF: 3.18 (DMH-T2)
INV IN 12" CONC X 30 LF: 5.13 (CB-07)
INV IN 12" CONC X 25 LF: 4.17 (CB 17-3B)
INV OUT 12" CONC X 20 LF: 3.08 (DMH-T5)
DMH-T5
48 DIA CONCENTRIC STRUCTURE
N: 91140.8842
E: 2798917.8141
RIM: 9.58
INV IN 12" CONC X 20 LF: 2.96 (DMH-T4)
INV OUT 12" CONC X 58 LF: 2.86 (DMH-T6)
DMH-T6
48 DIA CONCENTRIC STRUCTURE
N: 91113.5792
E: 2798861.8055
RIM: 9.40
INV IN 12" CONC X 58 LF: 2.55 (DMH-T5)
INV OUT 12" EX CONC X 91 LF: 2.45 (DMH-07)
WQU-1
72" DIA CONCENTRIC STRUCTURE
N: 90891.7045
E: 2798380.2775
RIM: 9.50
INV IN 36" CONC X 92 LF: -2.77 (DMH-11)
INV IN 12" CONC X 20 LF: 2.70 (EX DMH 22-6)
INV OUT 42" CONC X 104 LF: -3.24 (DMH-12)
DRAINAGE NOTES
SCALE: N/A
CS108
D R
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DRAWFORM REVISION: 07 AUG 2018
P
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
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P R
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E N
T
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S
H I P
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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
SWITCH DRAIN NOMENCLATURE
SWITCH DRAIN NO. RAIL COMPONENT REF. NO. DRAINS TO
1 S55 DMH-14
2 S56 DMH-14
12823141
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AutoCAD SHX Text
UNCLASSIFIED
AutoCAD SHX Text
UNCLASSIFIED
4 4
1" = 50'
50' 0 50' 100'
MAJOR WORK ITEMS:
42" STORM DRAIN OUTFALL
PROVIDE 4'-0" DIA. DRAINAGE MANHOLE
PROVIDE 5'-0" DIA. DRAINAGE MANHOLE
PROVIDE 6'-0" DIA. DRAINAGE MANHOLE
PROVIDE 12" RCP
PROVIDE 24" RCP
PROVIDE 30" RCP
PROVIDE 36" RCP
PROVIDE 6" PVC PIPE
PROVIDE 12" PVC OVERFLOW PIPE
12" STORM OVERFLOW OUTFALL
P310 DRAIN OUTFALL
PROVIDE 17' X 10' RECTANGULAR MANHOLE AND CHECK VALVE
PROVIDE WATER QUALITY UNIT
PROVIDE 42" RCP
PROVIDE 42" PVC PIPE BENEATH WHARF STRUCTURE
PROVIDE 3" PVC PIPE
PLAN
NORTH
OVERALL DRAINAGE PLAN
SCALE: 1" = 50'
CS109
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NAVFAC DRAWING NO.
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DRAWFORM REVISION: 07 AUG 2018
P
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
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P R
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A V
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T A
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A L
S
H 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
NOTE:
CONTRACTOR TO MAINTAIN ALL FLOW THROUGH CONSTRUCTION
12823142
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AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text
VCC
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
VCC
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
MW05R
AutoCAD SHX Text
RD
AutoCAD SHX Text
DS
AutoCAD SHX Text
BLOCK A 1&2 20 SEA BOXES DOUBLE STACKED
AutoCAD SHX Text
BLOCK D 1&2 14 SEA BOXES DOUBLE STACKED
AutoCAD SHX Text
SOIL ZONE 1
AutoCAD SHX Text
SOIL ZONE 2
AutoCAD SHX Text
SOIL ZONE 1
AutoCAD SHX Text
SOIL ZONE 2
AutoCAD SHX Text
SOIL ZONE 1
AutoCAD SHX Text
SOIL ZONE 2
AutoCAD SHX Text D
AutoCAD SHX Text
UNCLASSIFIED
AutoCAD SHX Text
UNCLASSIFIED
DEWEY AVENUE
DEWEY AVENUE
9+30
5+00
6+00
7+00
8+00
9+00
WQU-1
DMH-12
DMH-11
36"42"
C1
CS302
C2
CS302
C3
CS302
5+50
6+50
7+50
8+50
C4
CS302
EX DMH 20A
DMH-17
36" 36"
DMH-13
42"
12"
EX DMH 20-1
DRAINAGE KEY NOTES
PROVIDE RCP. SEE PLAN FOR SIZE
PLUG AND ABANDON EXISTING PIPE
PROVIDE 42" STORM DRAIN OUTFALL. SEE DRAWING
CS506 FOR OUTFALL DETAIL
PROVIDE 8' X 8' RECTANGULAR MANHOLE WITH
DUCKBILL BACKFLOW VALVE, SEE DETAILS ON
DRAWING CS506
PROVIDE WATER QUALITY UNIT. SEE DETAIL A1 ON
DRAWING CS505
PROVIDE 12" PVC OVERFLOW PIPE, SEE DRAWING
CS402
PROVIDE 12" STORM DRAIN OVERFLOW OUTFALL.
SEE DRAWING CS506 FOR OUTFALL DETAIL
PROVIDE 42" PVC PIPE
PROVIDE DRAINAGE MANHOLE (6'-0" DIA). SEE
DETAIL B2 ON DRAWING CS505
PROVIDE DRAINAGE MANHOLE (7'-0" DIA). SEE
DETAIL B2 ON DRAWING CS505
PROVIDE DRAINAGE MANHOLE (5'-0" DIA). SEE
DETAIL B2 ON DRAWING CS505
CUT AND CONNECT EXISTING PIPE TO MANHOLE
1. SEE SHEET CS108 FOR DRAINAGE STRUCTURE
DIAMETER, RIMS AND INVERTS
GENERAL NOTES
A
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D
2 3 4 5
1 2 3 4 5
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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
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
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P R
O V
E M
E N
T
C
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S
H I P
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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
DRAINAGE PLAN - BERTH 11A - 11B
SCALE: 1" = 20'
M A
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H
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CS110
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B
12823143
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CS505
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AutoCAD SHX Text
EP
AutoCAD SHX Text
EP
AutoCAD SHX Text
EP
AutoCAD SHX Text
EP
AutoCAD SHX Text
EP
AutoCAD SHX Text
EOC
AutoCAD SHX Text
EOC
AutoCAD SHX Text
EOC
AutoCAD SHX Text
EOC
AutoCAD SHX Text
EOC
AutoCAD SHX Text
SMOKING SHELTER
AutoCAD SHX Text
CONTAINER
AutoCAD SHX Text
MOBILE OFFICE
AutoCAD SHX Text
OFL 21(R)
AutoCAD SHX Text
OFL 20(R)
AutoCAD SHX Text
OFL 19(R)
AutoCAD SHX Text
TURNTABLE FROG
AutoCAD SHX Text
RAIL SWITCH
AutoCAD SHX Text
TURNTABLE FROG
AutoCAD SHX Text
RAILS
AutoCAD SHX Text
RAILS
AutoCAD SHX Text
CRANE RAILS
AutoCAD SHX Text
CRANE RAILS
AutoCAD SHX Text
RAILS
AutoCAD SHX Text (A)
AutoCAD SHX Text (B)
AutoCAD SHX Text (A)
AutoCAD SHX Text (B)
AutoCAD SHX Text (A)
AutoCAD SHX Text (C)
AutoCAD SHX Text (D)
AutoCAD SHX Text (E)
AutoCAD SHX Text (A)
AutoCAD SHX Text (A)
AutoCAD SHX Text
OFL 23(R)
AutoCAD SHX Text
OFL 22A(R)
AutoCAD SHX Text
OFL 22(R)
AutoCAD SHX Text (A)
AutoCAD SHX Text
~CONSTRUCTION AREA~
AutoCAD SHX Text
HOLE
AutoCAD SHX Text
WOODEN CONSTRUCTION CRIBBING
AutoCAD SHX Text
(2) CONTAINERS
AutoCAD SHX Text D
AutoCAD SHX Text
UNCLASSIFIED
AutoCAD SHX Text
UNCLASSIFIED
CARPENTER STREET
0+00
1+00
3+00
4+00
5+00
DMH-03
DMH-06
DMH-10
DMH-07
DMH-09
EX CB 17-15
EX CB 17-12
36"
36"
DMH-05
DMH-04
C5
CS302
0+50
1+50
3+50 4+50
6"
RD 2
RD 1
DMH-T1
DMH-T2
DMH-T4
DMH-T5
CB-08
CB-10
CB-01
CB-05
DMH-T6
0+00
12"
CB-07
EX DMH 20A
CB 15-6
DMH-15
CB-02
CB-04
RAIL SWITCH S55
RAIL SWITCH S56
0+00
0+43
DMH-16
CB 17-3B
24"
CB-09
EX DMH 20-1
DRAINAGE KEY NOTES
PROVIDE RCP. SEE PLAN FOR SIZE
PROVIDE DRAINAGE MANHOLE (4'-0" DIA). SEE
DETAIL B2 ON DRAWING CS505
PLUG AND ABANDON EXISTING PIPE
PROVIDE DRAINAGE MANHOLE (5'-0" DIA). SEE
DETAIL B2 ON DRAWING CS505
CUT AND CONNECT EXISTING PIPE TO MANHOLE
PROVIDE PVC PIPE. SEE PLAN FOR SIZE
1. SEE SHEET CS108 FOR DRAINAGE STRUCTURE
DIAMETER, RIMS AND INVERTS
GENERAL NOTES
PROVIDE 3" DIA SCH 80 PVC DRAIN PIPE AND FITTINGS
WITH SOLVENT WELD JOINTS FROM RAIL SWITCHES
WITH 3 DRAIN HOLES PER SWITCH, TO OUTLET INSIDE
DRAINAGE STRUCTURE.
PROVIDE DRAINAGE MANHOLE (6'-0" DIA). SEE DETAIL
B2 ON DRAWING CS505
PROVIDE DUCTILE IRON (DI) PIPE. SEE PLAN FOR SIZE
PROVIDE 6'-0" DIAMETER CATCH BASIN
A
B
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D
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1 2 3 4 5
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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
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
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P R
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E N
T
C
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A V
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N
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A L
S
H 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
DRAINAGE PLAN - TURNOUT
SCALE: 1" = 20'
M A
T C
H
L
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S
E
CS111
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AutoCAD SHX Text
SOIL ZONE 1
AutoCAD SHX Text
SOIL ZONE 2
AutoCAD SHX Text
2"FW(R)
AutoCAD SHX Text
4"ST
AutoCAD SHX Text
4"ST
AutoCAD SHX Text
6"ST
AutoCAD SHX Text
4"ST
AutoCAD SHX Text
1 1/2"COND
AutoCAD SHX Text
SYL
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