2019_IndustryDay_Drawings_Part1b.pdf
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- Solicitation number
- N4008520R0021
About this file
This document provides plans and drawings related to a federal construction project. Key details include construction of a new Multi-Mission Dry Dock #1 at Portsmouth Naval Shipyard in Kittery, Maine to replace an existing dry dock. The project involves precast concrete monoliths, secant pile walls, drilled shafts, and other structural elements. Plans show layouts for the dry dock structure, pump station, utility building and related facilities. Mechanical, electrical and piping diagrams are included to support construction. The solicitation number is for an Industry Day event to engage contractors ahead of a planned FY21 MILCON procurement to build the new dry dock and support facilities.
Drawings Part 1(b)
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Structural
General Arrangement
Connection to Existing Pumpwell
Precast Float-In Monoliths scheme
Precast Wall Block scheme
In-the-Dry scheme
B3
SG221
B3
SG223
B3
SG224
B3
SG225
B3
SG226
BERTH 1
BERTH 11
DD1WCL
DD1NCL
CENTER WALLCL
T/ NORTH DOCKWALL
EL 12.00
T/ SOUTH DOCKWALL
EL 12.00
PUMP STATION
EL -36.43
CAISSON
(TYP)
CAISSON
SEAT (TYP)
EL 12.00
.4
.4
.6
T/ DD1N
HEAD END WALL
EL 12.00
T/ DD1W HEAD
END WALL
EL -22.96
T/ EXISTING
APRON
EL -22.96
EL -36.43
.4
PIT
EL -41.43
PIT
EL -41.43
CONNECTION TO
EXISTING PUMPWELL
0 + 000 + 501 + 001 + 502 + 002 + 503 + 003 + 504 + 004 + 505 + 005 + 50
B3
SG222
67.00
108.00
221.00
EL 9.70
UTILITY BUILDING
EXISTING
PUMPWELL
EL 12.00
EL 12.00
.0
D D
1W C
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.0
D D
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506.36
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PLAN NORTH
SCALE: 1" = 30'-0"
GENERAL PLAN
30' 0 30' 60' 1" = 30'
MHHW EL 4.22
EHW EL 11.66BFE
EL 10.00
MLLW EL -4.62LAT EL -6.29
HAT EL 5.90
6'-0" DIA DRILLED SHAFT
SPACED AT 30'-0" OC (TYP)
T/ OF CURB
EL 10.70
PUMP STATION
T/ CENTER WALL
EL 9.70
EXISTING DD1W
ENTRANCE
STRUCTURE (P-310)
EL -33.43
EXISTING DD1E DRY DOCK
EL -36.43
EXISTING SHEET PILING
(REMOVE TOP 5 FT)
T/ ENTRANCE
STRUCTURE
AND PUMP STATION
SUBSTRUCTURE
EL 12.00
EL 9.70
DEWATERING
INLET (TYP)
EL -46.43
T/ SOUND ROCK
67.00 506.36
EL -36.43
T/ SLAB
EL -22.96
EL 12.00
EL -41.43
PIT
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SCALE: 1" = 30'-0" SG211 B3SECTION - DD1W
EHW EL 11.66BFE
EL 10.00
MLLW EL -4.62LAT EL -6.29
HAT EL 5.90
TOP OF CURB
EL 10.70
PUMP STATION
T/ CENTER WALL
EL 9.70
DD1N ENTRANCE
STRUCTURE
EXISTING DD1E DRY DOCK
EL 12.00
EL 9.70
EL -22.96
EL -46.43
EL -28.43
EL -47.00
EL -56.43
6'-0" DIA DRILLED
SHAFT (TYP)
T/ SOUND ROCK
EL -46.43
67.00 506.00 11.81
EL -20.00
221.00
LEAN CONCRETE
FOUDATION
DRILLED SHAFT (TYP)
EL -3.00
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SCALE: 1" = 30'-0" SG211 B3SECTION
30' 0 30' 60' 1" = 30'
EHW
EL 11.66 BFE EL 10.00
MLLW EL -4.62LAT EL -6.29
HAT EL 5.90
DD1WCL DD1NCL
EL 12.00 EL 12.00
SILL EL -33.43
PUMP STATION
SF EL 10.25
DEWATERING
OUTLET
DRAINAGE
OUTLET
CAISSON
NOT SHOWN
CAISSON
NOT SHOWN
EXISTING SOUTH
CLOSURE WALL
(P-310)
BERTH 11
39.40
EL -47.00
EL 12.00
10.11 39.40 39.40 28.60 15.60 39.40 15.60
EL 12.00
117.51
EXISTING ENTRANCE STRUCTURE (P-310)
110.00
SILL EL -33.43
32.00 32.00 32.00 9.00
6'-0" DIA DRILLED
SHAFT (TYP)
6'-0" DIA SECANT
PILE WALL
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SCALE: 1/16" = 1'-0" SG211 B3
SECTION
16' 0 16' 32' 1/16" = 1'-0"
BERTH 11
PUMP STATION
DEWATERING
CULVERTS
DD1NCL CENTER
WALL
CL DD1WCL
EL 12.00
EL -3.00
NORTH
DOCKWALL
DEWATERING/
DRAINAGE
CULVERT
6'-0" x 8'-0"
SOUTH
DOCKWALL
EL -28.43
SF EL 10.25
59.00 64.00 46.50
UTILITY TUNNEL
INV EL 2.09 UTILITY TUNNEL
INV EL 0.24
EL 12.00
CONCRETE
BACKFILL
6'-0" DIA DRILLED
SHAFT SPACED AT
30'-0" OC (TYP)
EXISTING SOUTH
CLOSURE WALL (P-310)
EL -46.43
PUMP FLOOR
MOTOR FLOOR
SUCTION CHAMBER
MEZZANINE
EL 24.17
DD1N CLEAR WIDTH DD1W CLEAR WIDTH
EL 12.00
EL 9.70
EL -56.43
MHHW EL 4.22
EHW
EL 11.66 BFE
EL 10.00
MLLW EL -4.62LAT EL -6.29
HAT EL 5.90
T/ SOUND ROCK
EL 13.00 (TYP)
EXISTING PORTAL
CRANE RAIL
EXISTING PORTAL
CRANE RAIL
CL
CL
CONCRETE
BACKFILL
EL -36.43EL -36.43 EL -36.43
12.00 24.50 24.50 12.00
12.00 27.00 27.00 12.00
9.50 ± 73.00 45.00 78.00 10.00
46.50
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GRAPHIC SCALE
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SCALE: 1/16" = 1'-0" SG211 B3SECTION
EHW
EL 11.66 BFE
EL 10.00
MLLW EL -4.62LAT EL -6.29
HAT EL 5.90
6'-0" DIA DRILLED
SHAFT SPACED AT
30'-0" OC (TYP)
DD1NCL CENTER
WALL
CL DD1WCL
DEWATERING/
DRAINAGE
CULVERT
6'-0" x 8'-0"
SOUTH
DOCKWALL
CENTER WALL
NORTH
DOCKWALL
EL 12.00 SF EL 10.25
UTILITY TUNNEL
INV EL 0.24
UTILITY
TUNNEL
INV EL 2.09
CONCRETE
BACKFILL
UTILITY
TUNNEL
BERTH 11 46.50 59.00 64.00 46.50
EL 12.00
EL 9.70
EL -3.00
BERTH 1
T/ SOUND ROCK
EL 10.70
EL -46.43
EL 13.00 (TYP)
EXISTING PORTAL
CRANE RAIL
EXISTING PORTAL
CRANE RAIL CL
CL
DD1N CLEAR WIDTH DD1W CLEAR WIDTH
(TYP)
CONCRETE
BACKFILL
12.00 24.50 24.50 17.00 17.00 27.00 27.00
9.50 ± 73.00 45.00 78.00 10.00
35.00
EL -36.43 EL -36.43
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Designer Author Checker
SCALE: 1/16" = 1'-0" SG211 B3SECTION
SW302
B3
SW301
CENTER WALLCL
EXISTING PUMPWELL
EL -3.00
DD1N
2' - 0" 6' - 0" 2' - 0"
DD1W EXISTING DD1E
EL -15.95
T/ WALL
EL 22.96
10' - 4 3/8"
/4
6'
3/
4" 8'
6"
9'
0"
ST
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0+
.0
EL -3.00
EL -8.28
SL
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0 + 00
EXISTING PUMPWELL
CJ
EL -5.33
EL -3.00EL -3.00
EL -8.28
KEY PLAN KI
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A/E INFO
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N40085-17-D-5004
CONSTR. CONTR. NO.
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DES DRW CHK
OF
EPROJECT NO.: 1604959
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
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GRAPHIC SCALE
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#1
DRAWFORM REVISION: 10 OCTOBER 2014
5 BURLINGTON WOODS
BURLINGTON, MA 01803
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SW202
Designer Author Checker
8' 0 8' 16'
1/8" = 1'-0"
PLAN NORTH
SCALE: 1/8" = 1'-0"
CONNECT OF UTILITY BUILDING
TO DRYDOCK CENTER WALL
SW302
B3
SW301
CENTER WALL
EXISTING PUMPWELL
CL
DD1N
DD1W
SLOPE
EXISTING DD1E
10' - 0"
5'
6" 6'
0"
5'
6" 9'
0"
EL -36.43
45°
EL -36.43
EL -36.43
EL -36.43
4 3/8"
8'
6"
EXISTING PUMPWELL
ST
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DATE
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AP
PR
N40085-17-D-5004
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.: 1604959
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC SCALE
A
B
C
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1 2 3 4 5
1 2 3 4 5
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#1
DRAWFORM REVISION: 10 OCTOBER 2014
5 BURLINGTON WOODS
BURLINGTON, MA 01803
PR
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Designer Author Checker
8' 0 8' 16'
1/8" = 1'-0"
PLAN NORTH
SCALE: 1/8" = 1'-0"
CONNECTION OF EXISTING DRYDOCK 1 DEWATERING
CONDUIT TO NEW DEWATERING CONDUIT
.5
9.
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SHEET
NAVFAC DRAWING NO.
N
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AP
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SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
CI
C
OR
E
NA
VA
L S
TA
TI
ON
, N
OR
FO
LK
V
IR
GI
NI
A
PM/DM
BRANCH MANAGER
CHIEF ENGINEER
FIRE PROTECTION
DRAWFORM REVISION: 10 OCTOBER 2014
CHECK GRAPHIC SCALE BEFORE USING
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PO
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N40085-17-D-5004
N O
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XX/XX/XX
1604959
GRAPHIC SCALE
5 BURLINGTON WOODS
BURLINGTON, MA 01803
xxx 0 30' 60'
SCALE: 1" = 30'-0"
67.00
PLAN
NORTH
SCALE: 1"=30'-0"
PLAN
L DD1N
6'-0" DIA DRILLED
SHAFT (TYP)
EL. -46.43
DEWATERING
INLET (TYP)
C
L DD1WC
L CENTER
WALL
C
EL. -36.43
(TYP)
24.50 55.00 55.00 55.00 55.00 55.00 55.00 55.00
9.
.0
506.36
7.00
NOTE: STAGE II TREMIE CONCRETE PLACED
IN DOCK WALLS NOT SHOWN
.0
7.00
506.00
67.00
DD1N ENTRANCE
STRUCTURE
DD1W ENTRANCE
STRUCTURE
(P-310)
6.
BERTH 1
BERTH 11
C
LE
AR
W
ID
TH
EL. -33.43
4.00
55.00 24.50 10.00
24.50
7.
0.
.0
.0
.0
.5
C
LE
AR
W
ID
TH
.0
5.
5.
.0
8.
.4
.1
D D
1W E
N
TR
AN
C
E
ST
R U
C
TU
R E
(P -3
.6
.6
.4
.6
3.
D D
1N E
N
TR
AN
C
E
ST
R U
C
TU
R E
.4
8.
.4
.5
.0
.5
.5
5.71 ±
EXISTING DD1E DRY DOCK
.9
N A
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EL. -46.43
49.00
6.00
49.00
6.00
49.00
C2 B2 B1 A5C1 A4
10.36
EL. -46.43
EL. -36.43
(TYP)
A3 A2 A1
D1D2D3D4D5E1E2F1F2
.5
.5
.0
.5
.5
.5
.0
49.00
6.00
49.00
6.00
49.00
6.00
49.00
6.00
49.00
6.00
49.00
6.00
EL. -36.43
.5
.5
.0
.0
111.00 116.00
FLOAT-IN PRECAST CONCRETE MONOLITHS
STAGE I - TREMIE CONCRETE PLACED IN-THE-WET
STAGE III - FIRST STAGE CONCRETE PLACED IN-THE-DRY
STAGE II - TREMIE CONCRETE PLACED IN-THE-WET (BACKFILL CONCRETE)
STAGE IV - SECOND STAGE CONCRETE PLACED IN-THE-DRY
LEGEND:
SP101
.5
.5
1. WORK THIS DRAWING WITH SP113, SP114, SP116, SP118,
SP201 AND SP232.
NOTES:
Precast Float-In Monoliths
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
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CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text A3
AutoCAD SHX Text
SP116
AutoCAD SHX Text A3
AutoCAD SHX Text
SP118
AutoCAD SHX Text A3
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text
SP114
AutoCAD SHX Text A3
AutoCAD SHX Text
SP113
AutoCAD SHX Text
SP113
AutoCAD SHX Text
SP113
AutoCAD SHX Text
SP113
AutoCAD SHX Text
SP113
AutoCAD SHX Text
SP113
AutoCAD SHX Text
SP113
AutoCAD SHX Text
SP113
AutoCAD SHX Text
SP113
AutoCAD SHX Text
SP113
AutoCAD SHX Text
SP113
AutoCAD SHX Text
SP113
AutoCAD SHX Text
SP113
AutoCAD SHX Text
SP113
AutoCAD SHX Text
SP113
AutoCAD SHX Text
SP113
AutoCAD SHX Text
SP113
AutoCAD SHX Text
SP113
AutoCAD SHX Text
SP113
AutoCAD SHX Text
SP113
AutoCAD SHX Text
SP113
AutoCAD SHX Text
SP113
6.00 2.006.00
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SY
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C R
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AP
PR
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
CI
C
OR
E
NA
VA
L S
TA
TI
ON
, N
OR
FO
LK
V
IR
GI
NI
A
PM/DM
BRANCH MANAGER
CHIEF ENGINEER
FIRE PROTECTION
DRAWFORM REVISION: 10 OCTOBER 2014
CHECK GRAPHIC SCALE BEFORE USING
KI
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#1
PO
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N40085-17-D-5004
N O
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P R
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A
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XX
XX/XX/XX
1604959
GRAPHIC SCALE
5 BURLINGTON WOODS
BURLINGTON, MA 01803
xxx 0 4' 8' 16'
SCALE: 1/8" = 1'-0"
SP113
36.50
L DD1NC L DD1WCL CENTER WALLC
45.00
EL -3.00
EL 12.00
6'-0" DIA DRILLED
SHAFT (TYP)
EL -46.43
EL -36.43EL -36.43
12.00 7.00
.4
44.75 46.50
12.00
T/ SOUND ROCK
EL -56.43
SF EL 10.25
EL 2.09
BERTH 1
NOT
SHOWN
6'-0" x 8'-0"
UTILITY TUNNEL
EL 0.24
6'-0" x 8'-0"
UTILITY TUNNEL
D R
Y D
O C
K
- S
EC
TI
O N
S
- S
H
EE
T
O F
8.
8.
96.25
PRECAST
CONCRETE SLAB
8.25
46.5059.00
.4
T/ WEATHERED ROCK
MUDLINE
2.00
29.50
2.00
41.50
78.00 (CLEAR WIDTH)
64.00
49.75
216.00
3.50 ±
10.00 73.00 (CLEAR WIDTH)
36.50
91.25
46.50
8.25
EL 13.00
46.50
27.00 27.00 7.00
N A
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EL -30.00
6'-0" x 8'-0"
DRAINAGE/ DEWATERING
CULVERT FROM DD1E
DEWATERING
INLET (TYP)
L 2'-0" DIA HOLE FOR
PLACING CONCRETE
IN VOID (TYP)
C
VOID (TYP)
VOID (TYP)
SCALE: 1/8" = 1'-0" SP101
SECTION A3
1. A TEMPORARY BULKHEAD SHALL BE PROVIDED AT EACH OF
THE TWO ENDS OF THE PRECAST MONOLITHS FOR
FLOTATION/ INSTALLATION PURPOSES.
NOTES:
BERTH 11
NOT
SHOWN
EL 12.00 EL 13.00
EL -46.43
EL -28.43
36.50 2.00
10.00
22.50 22.50
45.00
TREMIE CONCRETE OR DRILLED
SHAFTS UNDER THE PRECAST
CONCRETE SLAB NOT SHOWN
FLOW FLOW
EL -36.43
FLOAT-IN PRECAST CONCRETE MONOLITHS
STAGE I - TREMIE CONCRETE PLACED IN-THE-WET
STAGE III - FIRST STAGE CONCRETE PLACED IN-THE-DRY
STAGE II - TREMIE CONCRETE PLACED IN-THE-WET (BACKFILL CONCRETE)
STAGE IV - SECOND STAGE CONCRETE PLACED IN-THE-DRY
LEGEND:
EL -27.00
VOID (TYP)
6.25 6.25
EL 9.70
32.50
ELECTRICAL
UTILITY
TUNNEL
MECHANICAL
UTILITY
TUNNEL
12.50 20.00 12.50
L PORTAL
CRANE RAIL
C
EL 10.70
COLUMN (TYP)
EL -46.43
29.50
Precast Float-In Monoliths
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
CONTROLLED
VOLUME OF PRECAST CONCRETE: 2,692 CY
WEIGHT OF PRECAST CONCRETE: 5,451 TONS
VOLUME OF VOIDS: 501 CY
VOLUME OF BLOCKOUTS FOR DRILLED SHAFTS: 48 CY
VOLUME OF 6' x 8' UTILITY TUNNEL: 87 CY
MONOLITH TYPE A1
6'-0" x 8'-0"
UTILITY TUNNEL
2'-0" DIA HOLE FOR
PLACING CONCRETE
IN VOID (TYP)
BLOCKOUT FOR
DRILLED SHAFT
CONNECTION (TYP).
TEMPORARY BLIND
FLANGE NOT SHOWN
COLUMN
6'
6'
PLAN AT COPING
SCALE: 1/8" = 1'-0"
CG
A2
4'
8"
3'
0"
3'
0"
3'
0"
4'
8"
97' - 0"
5' - 0" 4' - 0" 1' - 0"
2' - 6"10' - 6"
CURB
4' - 6"8' - 6"CURB
1' - 0"
12' - 0"27' - 0"27' - 0"12' - 0"
10' - 0" 73' - 0" 14' - 0"
47' - 0 1/2"
/8
A2
PLAN THRU WALLS
SCALE: 1/8" = 1'-0"
2' - 0" 6' - 0" 2' - 0" 27' - 6" 23' - 0" 27' - 6" 2' - 0" 5' - 0" 2' - 0"
10' - 0" 78' - 0" 9' - 0"
97' - 0"
2'
6"
8'
9" 3'
0"
8'
9" 3'
0"
8'
9" 3'
0"
8'
9" 2'
6"
(T
YP
2'
6"8'
9"
3'
0"8'
9" 3'
0"
8'
9" 3'
0"
8'
9" 2'
6"
VOID 6'-0" x 8'-9" x 19'-6 1/4" (TYP)
VOID 5'-0" x 8'- 9" x 21'-5 1/8"
(TYP)
R = 3'-0" AT
B/ FLOOR SLAB
R = 3'-6 AT
T/ FLOOR SLAB
(TYP)
6' - 0 5/8"
6'
5/
8"
(T
YP
(TYP)
VOID 6'-0" x 8'-9" x 27'-6" (TYP)
VOID 6'-0" x 8'-9" x 19'-6 1/4"
97' - 0"
UTILITY TUNNEL
6'-0" x 8'-0"
UTILITY TUNNEL
2'-0" DIA HOLE
FOR PLACING
CONCRETE
IN VOID (TYP)
CL 2' - 0"
6' - 0" 1' - 0"
1' - 0"
1'
0"
/8
/2
1'
8'
0" 2'
0"
/4
27' - 6" 23' - 0" 27' - 6"
OUTLINE OF BLOCKOUT
FOR DRILLED SHAFT (TYP)
47' - 0 1/2"
1/ 2"
CG
2'
0"
6'
0"
2'
0"
8'
0" 3'
0"
/8
2'
0" 8'
0"
4'
3/
8"
8" VOID 5'-0" x 8'-9" x 21'-5 1/8"
1'
0" 3'
6"
10' - 0" 73' - 0" 14' - 0"
5' - 0"
2' - 0" VARIES
VARIES
KI
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CHECK GRAPHIC SCALE BEFORE USING
N A
V A
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FA
C
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IE
S E
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IN
E
E R
IN
G
C O
M M
A N
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TL
A N
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SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SY
M
D
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C R
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TI
O N
D
AT
E
AP
PR
N40085-17-D-5004
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.: 1604959
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
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O F
TH
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N
AV
Y N
AV
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DRAWFORM REVISION: 10 OCTOBER 2014
5 BURLINGTON WOODS
BURLINGTON, MA 01803
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SP201
Designer Author Checker
30SCALE: 1/8" = 1'-0" A2SECTION 8' 0 8' 16'
1/8" = 1'-0"
Precast Float-In Monoliths
36.50
10.00
6.00 2.005.50
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BRANCH MANAGER
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FIRE PROTECTION
DRAWFORM REVISION: 10 OCTOBER 2014
CHECK GRAPHIC SCALE BEFORE USING
KI
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I-M
IS
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#1
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N40085-17-D-5004
N O
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A
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XX
XX
XX
XX/XX/XX
1604959
GRAPHIC SCALE
5 BURLINGTON WOODS
BURLINGTON, MA 01803
xxx 0 4' 8' 16'
SCALE: 1/8" = 1'-0"
SP253
SCALE: 1/8" = 1'-0" SP251
SECTION A3
36.50 22.50
L DD1NC L DD1WCL CENTER WALLC
22.50
45.00
EL 12.00
EL -3.00
6'-0" DIA DRILLED
SHAFT (TYP)
3.00 3.00
EL -46.43
12.00
46.50
EL 12.00
EL -46.43
12.005.005.00
EL -56.43
EL -28.43
35.00
T/ SOUND ROCK
PUMP STATION
SUPERSTRUCTURE
NOT SHOWN
EL 2.09
SOUTH
CLOSURE
WALL (P-310)
SF EL 10.25
6'-0" x 8'-0"
UTILITY TUNNEL
EL 0.24
6'-0" x 8'-0"
UTILITY TUNNEL
D R
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- P
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- S
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45.00
93.00
TREMIE
CONCRETE SLAB
46.50
2.00
2.00
41.50
78.00 (CLEAR WIDTH)
64.00
215.50 ±
3.50 ±
9.50 ± 73.00 (CLEAR WIDTH)
36.50
88.00
46.50
46.00 ±
24.50 24.50 12.00
N A
V A
L
FA
C
IL
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S E
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IN
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E R
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C O
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TI
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VOID (TYP)
PUMP ROOM
2.00
BERTH 11 EL 13.00
EL -46.43
FLOAT-IN PRECAST WALL BLOCK
STAGE I - TREMIE CONCRETE PLACED IN-THE-WET
STAGE III - FIRST STAGE CONCRETE PLACED IN-THE-DRY
STAGE II - TREMIE CONCRETE PLACED IN-THE-WET (BACKFILL CONCRETE)
LEGEND:
EL -3.00 EL -3.00
12.00 27.00 27.00
46.50
5.00 5.00
.0
.4
MHHW EL 4.22
PRECAST
BLOCK
PRECAST
BLOCK (TYP)
PRECAST
BLOCK
59.00
EL 13.00
EL 12.00
EXISTING KING
PILE SHUTTER
PANEL BULKHEAD
DEWATERING CHAMBER
VOID (TYP)
CUT BRACING AFTER FLOOR
SLAB IS COMPLETED AND FILL
BLOCKOUT WITH CONCRETE
EMBEDDED BRACING
(TYP)
6'-0" DIA
CONCRETE
FOOTING
6'-0" DIA
CONCRETE
FOOTING
SHEET
PILE
41.50
Precast Wall Block
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
5.50
A
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1 2 3 4 5
A
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SATISFACTORY TO
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DATE
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SEAL
A/E INFO
OF
EPROJECT NO.:
CI
C
OR
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NA
VA
L S
TA
TI
ON
, N
OR
FO
LK
V
IR
GI
NI
A
PM/DM
BRANCH MANAGER
CHIEF ENGINEER
FIRE PROTECTION
DRAWFORM REVISION: 10 OCTOBER 2014
CHECK GRAPHIC SCALE BEFORE USING
KI
TT
ER
Y, M
AI
N E
P-
M
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LT
I-M
IS
SI
O
N D
R Y
D O
C K
#1
PO
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TS
M
O U
TH
N
AV
AL
S H
IP
YA
R D
N40085-17-D-5004
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
XX
XX
XX
XX/XX/XX
1604959
GRAPHIC SCALE
5 BURLINGTON WOODS
BURLINGTON, MA 01803
xxx 0 4' 8' 16'
SCALE: 1/8" = 1'-0"
SP254
SCALE: 1/8" = 1'-0" SP252
SECTION A3
36.50 22.50
L DD1NC L CENTER WALLC
22.50
45.00
EL 12.00
EL -3.00
3.00 3.00
12.00
EL 12.00
EL -46.43
EL -56.43
EL -28.43
T/ SOUND ROCK
PUMP STATION
SUPERSTRUCTURE
NOT SHOWN
EL 2.09
MHHW EL 4.22
6'-0" x 8'-0"
UTILITY TUNNEL
D R
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O C
K
- P
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45.00
TREMIE
CONCRETE SLAB
2.00
2.00
3.50 ±
9.50 ± 73.00 (CLEAR WIDTH)
36.50
46.00 ±
24.50 24.44 12.00
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
VOID (TYP)
PUMP ROOM
T/ FLOOR SLAB
EL -36.43
BERTH 11 EL 13.00
EL -46.43
FLOAT-IN PRECAST WALL BLOCK
STAGE I - TREMIE CONCRETE PLACED IN-THE-WET
STAGE III - FIRST STAGE CONCRETE PLACED IN-THE-DRY
STAGE II - TREMIE CONCRETE PLACED IN-THE-WET (BACKFILL CONCRETE)
LEGEND:
EL -3.00
6'-0" DIA
CONCRETE
FOOTING
5.00 35.00 5.00
PRECAST
BLOCK
STEEL STRUTS INSTALLED
IN-THE-WET PRIOR TO
DEWATERING INSIDE THE
DRYDOCK (TYP)
PRECAST
BLOCK (TYP)
59.00
LEVELING
BEAM
GROUT SEAL EXCAVATION (TYP)
6'-0" DIA
SECANT PILE
CUTOFF WALL
EXISTING KING PILE
SHUTTER PANEL BULKHEAD
DEWATERING CHAMBER
KING PILE
TOE SUPPORT
88.00
46.50
5.00
6'-0" DIA DRILLED
SHAFT (TYP)
5.00
6'-0" DIA
DRILLED
SUPPORT
SHAFT
SEAL WITH
GROUT (TYP)
DEVELOP SECANT PILE
AND SUPPORT SHAFT
REINFORCEMENT INTO
TREMIE SLAB
1. INSTALL KING PILE AND SHEET PILE TOE SUPPORTS.
2. COMPLETE SOFT GROUND AND ROCK EXCAVATION.
3. INSTALL DRILLED SHAFTS, SECANT PILES AND CONCRETE FOOTINGS.
4. CONSTRUCT CONCRETE SLAB AT BASE OF PUMP STATION (TREMIE
PLACEMENT).
5. CONSTRUCT LEVELING BEAM.
6. PLACE PRECAST WALL BLOCKS TO PROPER ALIGNMENT AND BACKFILL
VOIDS.
7. PLACE GROUT SEAL AT BASE OF PRECAST WALL BLOCK FOR CUTOFF.
8. INSTALL BOTTOM LEVEL OF BRACING TO SUPPORT SECANT PILE CUTOFF
WALL.
9. INSTALL BRACING TO SUPPORT BASE OF PRECAST WALL BLOCK.
10. INSTALL TOP LEVEL OF BRACING.
11. CONSTRUCT WALLS ABOVE EL -3.00.
12. DEWATER BELOW SECOND LEVEL OF BRACING, INSTALL SECOND LEVEL
OF BRACING.
13. DEWATER BELOW THIRD LEVEL OF BRACING, INSTALL THIRD LEVEL OF
BRACING.
14. DEWATER TO BASE OF DRY DOCK FLOOR SLAB.
15. CONSTRUCT DRY DOCK FLOOR SLAB IN THE DRY.
16. CONSTRUCT INTERIOR OF CENTER WALL AND PUMP STATION IN THE
DRY.
17. REMOVE BRACING; FILL BLOCKOUTS WITH CONCRETE.
18. CONSTRUCT CONNECTION TO EXISTING PUMP WELL AND UTILITY
BUILDING.
19. CONSTRUCT UTILITY BUILDING.
20. COMMISSION DD1N.
CONSTRUCTION SEQUENCE FOR DD1N:
1. INSTALL BERTH 1 SUPPORT OF EXCAVATION.
2. COMPLETE SOFT GROUND AND REMAINING ROCK EXCAVATION.
3. INSTALL DRILLED SHAFTS, SECANT PILES AND CONCRETE FOOTINGS.
4. CONSTRUCT EAST END WALL ALONG DD1 APRON (TREMIE PLACEMENT).
5. CONSTRUCT LEVELING BEAM.
6. PLACE PRECAST WALL BLOCKS TO PROPER ALIGNMENT AND BACKFILL
VOIDS.
7. PLACE GROUT SEAL AT BASE OF PRECAST WALL BLOCK FOR CUTOFF.
8. INSTALL BOTTOM LEVEL OF BRACING TO SUPPORT SECANT PILE CUTOFF
WALL.
9. INSTALL BRACING TO SUPPORT BASE OF PRECAST WALL BLOCK.
10. INSTALL TOP LEVEL OF BRACING.
11. CONSTRUCT WALLS ABOVE EL. -3.00.
12. DEWATER BELOW SECOND LEVEL OF BRACING, INSTALL SECOND LEVEL
OF BRACING.
13. DEWATER BELOW THIRD LEVEL OF BRACING, INSTALL THIRD LEVEL OF
BRACING.
14. DEWATER TO BASE OF DRY DOCK FLOOR SLAB.
15. CONSTRUCT DRY DOCK FLOOR SLAB IN THE DRY.
16. REMOVE BRACING; FILL BLOCKOUTS WITH CONCRETE.
17. PLACE BACKFILL CONCRETE BETWEEN SOUTH DOCK WALL AND BERTH 1
AND SOUTH CLOSURE WALL; AND BETWEEN NORTH DOCK WALL AND
BERTH 11.
18. COMMISSION DD1W.
CONSTRUCTION SEQUENCE FOR DD1W:
MUDLINE
41.50
.0
Precast Wall Block
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
36.50
10.00
6.00 2.005.50
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SATISFACTORY TO
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DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
CI
C
OR
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NA
VA
L S
TA
TI
ON
, N
OR
FO
LK
V
IR
GI
NI
A
PM/DM
BRANCH MANAGER
CHIEF ENGINEER
FIRE PROTECTION
DRAWFORM REVISION: 10 OCTOBER 2014
CHECK GRAPHIC SCALE BEFORE USING
KI
TT
ER
Y, M
AI
N E
P-
M
U
LT
I-M
IS
SI
O
N D
R Y
D O
C K
#1
PO
R
TS
M
O U
TH
N
AV
AL
S H
IP
YA
R D
N40085-17-D-5004
N O
T
FO
R C
O N
S
TR
U C
TI
O
N
P R
E L
IM
IN
A
R Y
XX
XX
XX
XX/XX/XX
1604959
GRAPHIC SCALE
5 BURLINGTON WOODS
BURLINGTON, MA 01803
xxx 0 4' 8' 16'
SCALE: 1/8" = 1'-0"
SP255
SCALE: 1/8" = 1'-0" SP252
SECTION A3
36.50 22.50
L DD1NC L DD1WCL CENTER WALLC
22.50
45.00
EL 12.00
EL -3.00
6'-0" DIA DRILLED
SHAFT (TYP)
3.00 3.00
EL -46.43
12.00
EL 12.00
EL -46.43
12.00
EL -56.43
EL -28.43
T/ SOUND ROCK
PUMP STATION
SUPERSTRUCTURE
NOT SHOWN
EL 2.09
MHHW EL 4.22
6'-0" x 8'-0"
UTILITY TUNNEL
EL 0.24
6'-0" x 8'-0"
UTILITY TUNNEL
D R
Y D
O C
K
- P
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EC
AS
T
W
AL
L
BL
O C
K
BR
AC
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G
PH
AS
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- S
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TI
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N45.00
TREMIE
CONCRETE SLAB
46.50
2.00
2.00
41.50
78.00 (CLEAR WIDTH)
64.00
215.50 ±
3.50 ±
9.50 ± 73.00 (CLEAR WIDTH)
36.50
46.00 ±
24.50 24.50 12.00
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
VOID (TYP)
PUMP ROOM
T/ FLOOR SLAB
EL -36.43
2.00
BERTH 11 EL 13.00
EL -46.43
FLOAT-IN PRECAST WALL BLOCK
STAGE I - TREMIE CONCRETE PLACED IN-THE-WET
STAGE III - FIRST STAGE CONCRETE PLACED IN-THE-DRY
STAGE II - TREMIE CONCRETE PLACED IN-THE-WET (BACKFILL CONCRETE)
LEGEND:
EL -3.00 EL -3.00
12.00 27.00 27.00
6'-0" DIA
CONCRETE
FOOTING
5.00 35.00 5.00
5.00
PRECAST
BLOCK
MHHW EL 4.22
STEEL STRUTS INSTALLED
IN-THE-WET PRIOR TO
DEWATERING INSIDE THE
DRYDOCK (TYP)
PRECAST
BLOCK (TYP)
GROUT SEAL
59.00
PRECAST
BLOCK
EXCAVATION (TYP)
6'-0" DIA
SECANT PILE
CUTOFF WALL
EXISTING KING PILE
SHUTTER PANEL
BULKHEAD
DEWATERING CHAMBER
EL 13.00
EL 12.00
6'-0" DIA DRILLED
SUPPORT SHAFT
LEVELING BEAM
HYDRAULIC JACK (TYP)
46.50
93.0088.00
46.50 41.50 46.50
30'-0" ROCK
SOCKET (TYP)
T/ FLOOR SLAB
EL -36.43
5.00
.0
(T
YP
MUDLINE
SOUTH
CLOSURE
WALL (P-310)
SHEET
PILE
Precast Wall Block
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
AutoCAD SHX Text
CONTROLLED
PLAN
SCALE: 1/4" = 1'-0"
A4
2'
0" 6'
6"
1'
6"
3'
4"
3'
4"
6" 1' - 6" 7' - 3" 3' - 0" 7' - 3"
1' - 6" 6"
21' - 0" 21' - 0"
/8
/8
1' - 6" 7' - 3" 3' - 0" 7' - 3" 2' - 0"
21' - 0" 21' - 0"
PRECAST WALL BLOCK
VOLUME OF PRECAST CONCRETE: 226 CY
WEIGHT OF PRECAST CONCRETE: 458 TONS
VOLUME OF VOIDS: 115 CY
KI
TT
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Y, M
AI
N E
PO
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M
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N
AV
AL
S H
IP
YA
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CHECK GRAPHIC SCALE BEFORE USING
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
N40085-17-D-5004
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.: 1604959
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC SCALE
A
B
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1 2 3 4 5
1 2 3 4 5
A
B
C
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D
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P-
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D O
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#1
DRAWFORM REVISION: 10 OCTOBER 2014
5 BURLINGTON WOODS
BURLINGTON, MA 01803
PR
EL
IM
IN
A R
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N O
T
FO
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SP260
Designer Author Checker
4' 0 4' 8' 1/4" = 1'-0"
SCALE: 1/4" = 1'-0" A4SECTION
Precast Wall Block
15 @ 30.00 = 450.00
.0
.0
A
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PM/DM
BRANCH MANAGER
CHIEF ENGINEER
FIRE PROTECTION
DRAWFORM REVISION: 10 OCTOBER 2014
CHECK GRAPHIC SCALE BEFORE USING
KI
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XX
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XX/XX/XX
1604959
GRAPHIC SCALE
5 BURLINGTON WOODS
BURLINGTON, MA 01803
xxx 0 30' 60'
SCALE: 1" = 30'-0"
67.00
PLAN
NORTH
SCALE: 1"=30'-0"
L DD1N
6'-0" DIA DRILLED
SHAFT (TYP)
EL. -56.43
C
L DD1WC
L CENTER
WALL
C
6.00
584.65
67.00
DD1N ENTRANCE
STRUCTURE
DD1W ENTRANCE
STRUCTURE
(P-310)
5.
BERTH 1
BERTH 11
T/ LEAN
CONCRETE
EL. -47.00
10.00
7.
0.
.5
.5
.5
C
LE
AR
W
ID
TH
D D
1W E
N
TR
AN
C
E
ST
R U
C
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1N E
N
TR
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C
E
ST
R U
C
TU
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8.
.0
9.
5.71 ±
EXISTING DD1E DRY DOCK
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
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A N
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-A
TL
A N
TI
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-T
H E-
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TI
O
N
PH
AS
E
- P
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N
EL. -46.43
(TYP)
.5
0 59 .0
.0
221.00
SP151
6'-0" DIA SECANT PILE
CUTOFF WALL (TYP)
REMOVE BERTH 11 SHEET PILE
WALL FOR CONNECTION TO
EXISTING PUMPWELL
APPROXIMATE LIMITS
OF ROCK EXCAVATION
EL. -46.43
20.00 20.00
.0
.5
.5
6.
STEEL BRACING AT 30'-0" OC
FOR DEWATERING (TYP)
.0
.0
.8
EL. -56.43
9.
00 32
.0
.0
.0
7.
14.0019.5014.00
.8
.8
1. WORK THIS DRAWING WITH SP153, SP155, SP157, SP159 AND
SP161.
NOTES:
19.50
3.
PHASE 1 CONSTRUCTION
.0
SHEET PILING NOT
SHOWN (TYP)
In-the-Dry
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.0
.0
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B
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1 2 3 4 5
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B
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D
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APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
CI
C
OR
E
NA
VA
L S
TA
TI
ON
, N
OR
FO
LK
V
IR
GI
NI
A
PM/DM
BRANCH MANAGER
CHIEF ENGINEER
FIRE PROTECTION
DRAWFORM REVISION: 10 OCTOBER 2014
CHECK GRAPHIC SCALE BEFORE USING
KI
TT
ER
Y, M
AI
N E
P-
M
U
LT
I-M
IS
SI
O
N D
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PO
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S H
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N40085-17-D-5004
N O
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O N
S
TR
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TI
O
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P R
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A
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XX
XX
XX
XX/XX/XX
1604959
GRAPHIC SCALE
5 BURLINGTON WOODS
BURLINGTON, MA 01803
xxx 0 30' 60'
SCALE: 1" = 30'-0"
67.00
L DD1N
6'-0" DIA DRILLED
SHAFT (TYP)
C
L DD1WC
L CENTER
WALL
C
.0
506.36
581.88
67.00
DD1N ENTRANCE
STRUCTURE
DD1W ENTRANCE
STRUCTURE
(P-310)
5.
BERTH 1
BERTH 11
C
LE
AR
W
ID
TH
4.00
7.
0.
.5
C
LE
AR
W
ID
TH
D D
1W E
N
TR
AN
C
E
ST
R U
C
TU
R E
(P -3
D D
1N E
N
TR
AN
C
E
ST
R U
C
TU
R E
.0
9.
5.71 ±
EXISTING DD1E DRY DOCK
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
IN
-T
H E-
D R
Y C
O N
ST
R
U C
TI
O
N
PH
AS
E
- P
LA
N
T/ FLOOR SLAB
EL. -36.43
.0
.5
.0
.0
221.00
SP152
.0
.0
EL. -46.43
(TYP)
6'-0" DIA SECANT PILE
CUTOFF WALL (TYP)
APPROXIMATE LIMITS
OF ROCK EXCAVATION
.0
.5
.4
1. WORK THIS DRAWING WITH SP154, SP156, SP158, SP160 AND
SP161.
NOTES:
506.00
.2
.2
26.00 15 @ 30.00 = 450.00 30.36
STEEL BRACING AT 30'-0" OC
FOR DEWATERING (TYP)
PLAN
NORTH
SCALE: 1"=30'-0"
PHASE 2 CONSTRUCTION
SHEET PILING NOT
SHOWN (TYP)
In-the-Dry
| 20190917_IndustryDay_SampleDwgs_STR Precast Float-In Monoliths.pdf |
| SP201 |
| Sheets |
| SP201 - PRECAST DRY DOCK MONOLITH TYPE A1 - CONCRETE |
| SP232 |
| Sheets |
| SP232 - PRECAST CONCRETE SLAB - TYPE B |
| MS100 - ASW OVERALL PLAN.pdf |
| Sheets |
| MS100 - ASW OVERALL PLAN |
| M-304 - CENTER WALL TUNNEL SECTIONS.pdf |
| Sheets |
| M-304 - CENTER WALL TUNNEL SECTIONS |
| PSM101 - PUMP STATION - PIPING PLANS.pdf |
| Sheets |
| PSM101 - PUMP STATION - PIPING PLANS |
| PSM-301 - PUMP STATION SECTIONS.pdf |
| Sheets |
| PSM-301 - PUMP STATION SECTIONS |
| UBMP101 - UTILITY BUILDING PIPING PLANS.pdf |
| Sheets |
| UBMP101 - UTILITY BUILDING - PIPING PLANS |
| UBM301 - UTILITY BUILDING SECTIONS.pdf |
| Sheets |
| UBM301 - UTILITY BUILDING - SECTIONS |
| UBM401 - UTILITY BUILDING - ISOMETRICS |
| UBMP101 - UTILITY BUILDING - PIPING PLANS |
| UBM401 - UTILITY BUILDING ISOMETRICS.pdf |
| Sheets |
| UBM301 - UTILITY BUILDING - SECTIONS |
| UBM401 - UTILITY BUILDING - ISOMETRICS |
| UBMP101 - UTILITY BUILDING - PIPING PLANS |
| P-381_Industry_Day_PDFs_Elec_09-25-2019.pdf |
| DRYD SWTR-1604959-E_jonathan.metzger - Sheet - ES101 - PLAN - DD1N AND CENTERWALL - WEST |
| Sheets |
| ES101 - PLAN - DD1N AND CENTERWALL - WEST |
| ES102 - PLAN - DD1N AND CENTERWALL - EAST |
| ES103 - PLAN - DD1E - NORTH |
| ES104 - PLAN - DD1W - WEST |
| ES111 - ELECTRICAL OVERALL SITE PLAN |
| DRYD SWTR-1604959-E_jonathan.metzger - Sheet - ES102 - PLAN - DD1N AND CENTERWALL - EAST |
| Sheets |
| ES101 - PLAN - DD1N AND CENTERWALL - WEST |
| ES102 - PLAN - DD1N AND CENTERWALL - EAST |
| ES103 - PLAN - DD1E - NORTH |
| ES104 - PLAN - DD1W - WEST |
| ES111 - ELECTRICAL OVERALL SITE PLAN |
| DRYD SWTR-1604959-E_jonathan.metzger - Sheet - ES103 - PLAN - DD1E - NORTH |
| Sheets |
| ES101 - PLAN - DD1N AND CENTERWALL - WEST |
| ES102 - PLAN - DD1N AND CENTERWALL - EAST |
| ES103 - PLAN - DD1E - NORTH |
| ES104 - PLAN - DD1W - WEST |
| ES111 - ELECTRICAL OVERALL SITE PLAN |
| DRYD SWTR-1604959-E_jonathan.metzger - Sheet - ES104 - PLAN - DD1W - WEST |
| Sheets |
| ES101 - PLAN - DD1N AND CENTERWALL - WEST |
| ES102 - PLAN - DD1N AND CENTERWALL - EAST |
| ES103 - PLAN - DD1E - NORTH |
| ES104 - PLAN - DD1W - WEST |
| ES111 - ELECTRICAL OVERALL SITE PLAN |
| DRYD SWTR-1604959-E_jonathan.metzger - Sheet - ES111 - ELECTRICAL OVERALL SITE PLAN |
| Sheets |
| ES101 - PLAN - DD1N AND CENTERWALL - WEST |
| ES102 - PLAN - DD1N AND CENTERWALL - EAST |
| ES103 - PLAN - DD1E - NORTH |
| ES104 - PLAN - DD1W - WEST |
| ES111 - ELECTRICAL OVERALL SITE PLAN |
| Mechanical Industry Day Set.pdf |
| M-304 - CENTER WALL TUNNEL SECTIONS |
| Sheets |
| M-304 - CENTER WALL TUNNEL SECTIONS |
| MS100 - ASW OVERALL PLAN |
| Sheets |
| MS100 - ASW OVERALL PLAN |
| MT100 - HIGH PRESSURE STEAM OVERALL PLAN |
| MW100 - WHEELER OVERALL PLAN |
| PA100 - HIGH PRESSURE AIR OVERALL PLAN |
| PC100 - COMPRESSED AIR OVERALL PLAN |
| PF100 - FRESH WATER OVERALL PLAN |
| PN100 - NITROGEN OVERALL PLAN |
| PP100 - PURE WATER OVERALL PLAN |
| PR100 - SANITARY SEWER OVERALL PLAN |
| MT100 - HIGH PRESSURE STEAM OVERALL PLAN |
| Sheets |
| MS100 - ASW OVERALL PLAN |
| MT100 - HIGH PRESSURE STEAM OVERALL PLAN |
| MW100 - WHEELER OVERALL PLAN |
| PA100 - HIGH PRESSURE AIR OVERALL PLAN |
| PC100 - COMPRESSED AIR OVERALL PLAN |
| PF100 - FRESH WATER OVERALL PLAN |
| PN100 - NITROGEN OVERALL PLAN |
| PP100 - PURE WATER OVERALL PLAN |
| PR100 - SANITARY SEWER OVERALL PLAN |
| PA100 - HIGH PRESSURE AIR OVERALL PLAN |
| Sheets |
| MS100 - ASW OVERALL PLAN |
| MT100 - HIGH PRESSURE STEAM OVERALL PLAN |
| MW100 - WHEELER OVERALL PLAN |
| PA100 - HIGH PRESSURE AIR OVERALL PLAN |
| PC100 - COMPRESSED AIR OVERALL PLAN |
| PF100 - FRESH WATER OVERALL PLAN |
| PN100 - NITROGEN OVERALL PLAN |
| PP100 - PURE WATER OVERALL PLAN |
| PR100 - SANITARY SEWER OVERALL PLAN |
| PC100 - COMPRESSED AIR OVERALL PLAN |
| Sheets |
| MS100 - ASW OVERALL PLAN |
| MT100 - HIGH PRESSURE STEAM OVERALL PLAN |
| MW100 - WHEELER OVERALL PLAN |
| PA100 - HIGH PRESSURE AIR OVERALL PLAN |
| PC100 - COMPRESSED AIR OVERALL PLAN |
| PF100 - FRESH WATER OVERALL PLAN |
| PN100 - NITROGEN OVERALL PLAN |
| PP100 - PURE WATER OVERALL PLAN |
| PR100 - SANITARY SEWER OVERALL PLAN |
| PF100 - FRESH WATER OVERALL PLAN |
| Sheets |
| MS100 - ASW OVERALL PLAN |
| MT100 - HIGH PRESSURE STEAM OVERALL PLAN |
| MW100 - WHEELER OVERALL PLAN |
| PA100 - HIGH PRESSURE AIR OVERALL PLAN |
| PC100 - COMPRESSED AIR OVERALL PLAN |
| PF100 - FRESH WATER OVERALL PLAN |
| PN100 - NITROGEN OVERALL PLAN |
| PP100 - PURE WATER OVERALL PLAN |
| PR100 - SANITARY SEWER OVERALL PLAN |
| PN100 - NITROGEN OVERALL PLAN |
| Sheets |
| MS100 - ASW OVERALL PLAN |
| MT100 - HIGH PRESSURE STEAM OVERALL PLAN |
| MW100 - WHEELER OVERALL PLAN |
| PA100 - HIGH PRESSURE AIR OVERALL PLAN |
| PC100 - COMPRESSED AIR OVERALL PLAN |
| PF100 - FRESH WATER OVERALL PLAN |
| PN100 - NITROGEN OVERALL PLAN |
| PP100 - PURE WATER OVERALL PLAN |
| PR100 - SANITARY SEWER OVERALL PLAN |
| PP100 - PURE WATER OVERALL PLAN |
| Sheets |
| MS100 - ASW OVERALL PLAN |
| MT100 - HIGH PRESSURE STEAM OVERALL PLAN |
| MW100 - WHEELER OVERALL PLAN |
| PA100 - HIGH PRESSURE AIR OVERALL PLAN |
| PC100 - COMPRESSED AIR OVERALL PLAN |
| PF100 - FRESH WATER OVERALL PLAN |
| PN100 - NITROGEN OVERALL PLAN |
| PP100 - PURE WATER OVERALL PLAN |
| PR100 - SANITARY SEWER OVERALL PLAN |
| PR100 - SANITARY SEWER OVERALL PLAN |
| Sheets |
| MS100 - ASW OVERALL PLAN |
| MT100 - HIGH PRESSURE STEAM OVERALL PLAN |
| MW100 - WHEELER OVERALL PLAN |
| PA100 - HIGH PRESSURE AIR OVERALL PLAN |
| PC100 - COMPRESSED AIR OVERALL PLAN |
| PF100 - FRESH WATER OVERALL PLAN |
| PN100 - NITROGEN OVERALL PLAN |
| PP100 - PURE WATER OVERALL PLAN |
| PR100 - SANITARY SEWER OVERALL PLAN |
| PSM101 - PUMP STATION - PIPING PLANS |
| Sheets |
| PSM101 - PUMP STATION - PIPING PLANS |
| PSM-301 - PUMP STATION SECTIONS |
| Sheets |
| PSM-301 - PUMP STATION SECTIONS |
| UBM301 - UTILITY BUILDING SECTIONS |
| Sheets |
| UBM301 - UTILITY BUILDING - SECTIONS |
| UBM401 - UTILITY BUILDING - ISOMETRICS |
| UBMP101 - UTILITY BUILDING - PIPING PLANS |
| UBM401 - UTILITY BUILDING ISOMETRICS |
| Sheets |
| UBM301 - UTILITY BUILDING - SECTIONS |
| UBM401 - UTILITY BUILDING - ISOMETRICS |
| UBMP101 - UTILITY BUILDING - PIPING PLANS |
| UBMP101 - UTILITY BUILDING PIPING PLANS |
| Sheets |
| UBMP101 - UTILITY BUILDING - PIPING PLANS |
| SW202.pdf |
| Sheets |
| SW202 - CONNECTION TO EXISTING PUMPWELL - CONCRETE - PLANS SHEET 2 OF 3 |
| SW203.pdf |
| Sheets |
| SW203 - CONNECTION TO EXISTING PUMPWELL - CONCRETE - PLANS SHEET 3 OF 3 |
| SW202.pdf |
| Sheets |
| SW202 - CONNECTION TO EXISTING PUMPWELL - CONCRETE - PLANS SHEET 2 OF 3 |
| SW202.pdf |
| Sheets |
| SW202 - CONNECTION TO EXISTING PUMPWELL - CONCRETE - PLANS SHEET 2 OF 3 |
| SW203.pdf |
| Sheets |
| SW203 - CONNECTION TO EXISTING PUMPWELL - CONCRETE - PLANS SHEET 3 OF 3 |
File details come from the government source that posted it. Updated .