2019_IndustryDay_Drawings_Part6.pdf
PDF 2 MB Posted
- Solicitation number
- N4008520R0021
About this file
This document package provides construction drawings and plans for an Industry Day event related to a federal contract opportunity to build a Multi-Mission Dry Dock #1 at Portsmouth Naval Shipyard in Kittery, Maine. Key details include engineering drawings and plans for precast concrete monoliths, slabs, piping, electrical systems, mechanical systems and sections of the proposed dry dock, pump station and utility building. The drawings depict structural, mechanical and piping details to inform prospective contractors of the scope of work. The solicitation is for the FY21 MILCON project to construct the new dry dock and support facilities. The Navy is holding an Industry Day to engage contractors and answer questions before proposals are due.
Drawings Part 6
View the file
Other files
Show all 22
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
TO/FROM
EXISTING
PUMPWELL
4"ø FW
BULK
TANKS
EQUIPMENT PAD
2500 KVA
TRANSFORMER
3750 KVA
TRANSFORMERUTILITY
SWITCHBOARD
SECTIONALIZER
UTILITY
SWITCHBOARD
UTILITY
SWITCHBOARD
2500 KVA
TRANSFORMER
WHEELER
UTILITY
SWITCHBOARD
UTILITY
SWITCH
BOARD
UBM301
4"ø FW
4" RPZ FOR
MECHANICAL MAKE UP
RTU
DHU
GALLON
HPA
FLASKS
HPA
COMPRESSOR
#2
HPA
COMPRESSOR
#1
UBM301
TANK
#2
TANK
#1 DEMIN
TANK
#2
GALLON
SUMP
TANK
GALLON
SUMP
TANK
SIDE STEAM
FILTRATION
SKID
ACTIVATED
FILTER
SAND
FILTERS
DEMIN
TANK
#1
PUMP
#1
PUMP
#2
METER
DEMIN TANK
FILTERS
GALLON
SUMP
TANK
GALLON
SUMP
TANK
PUMP
#1
PUMP
#2
PUMP
#3
PUMP
#4
UBM301
COOLING TOWERS
1200 TONS EACH
SERVING DD1N
COOLING TOWERS
1200 TONS EACH
SERVING DD1W
CT-1 CT-3
CT-2 CT-4
KEY PLAN KI
TT
ER
Y, M
AI
N E
PO
R
TS
M
O U
TH
N
AV
AL
S H
IP
YA
R D
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
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
CI
C
OR
E
NA
VA
L S
TA
TI
ON
, N
OR
FO
LK
, V
IR
GI
NI
A
P-
-M
U
LT
I-M
IS
SI
O
N D
R Y
D O
C K
#1
DRAWFORM REVISION: 10 OCTOBER 2014
5 BURLINGTON WOODS
BURLINGTON, MA 01803
PR
EL
IM
IN
A R
Y
N O
T
FO
R C
O N
ST
R
U C
TI
O
N
ILB
ALG
EJA
DPS
C
U s er s\ Pu b l ic
\D oc u m en ts \L oc a l_ Re v i t_
Fil es
\D
RY
D S
W T R
-1
5 9
-M _b eb ra nd .rv t
/4 /2
: 1
0:
P M
U
TI
LI
TY
B U
IL
D
IN
G
UBMP101
Designer Author Checker
WHEELER PIPE
CLEARANCE
1/8" = 1'-0"UBMP101
1 UTILITY BUILDING - FIRST FLOOR
1/8" = 1'-0"UBMP101
2 UTILITY BUILDING - SECOND FLOOR
1/8" = 1'-0"UBMP101
3 UTILITY BUILDING - THIRD FLOOR
1/8" = 1'-0"UBMP101
4 UTILITY BUILDING - ROOF
bebrand Rectangle
GALLON
HPA
FLASKS
TANK
#2
CT-2 CT-1
1245 36 3.35.3
SECOND FLOOR
EL 25.00
SECOND FLOOR
EL 25.00
THIRD FLOOR
EL 38.00
THIRD FLOOR
EL 38.00
T.O. LOW ROOF
EL 51.00
T.O. LOW ROOF
EL 51.00
T.O. HIGH ROOF
EL 64.00
T.O. HIGH ROOF
EL 64.00
HPA
COMPRESSOR
#2
HPA
COMPRESSOR
#1
KEY PLAN KI
TT
ER
Y, M
AI
N E
PO
R
TS
M
O U
TH
N
AV
AL
S H
IP
YA
R D
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
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
CI
C
OR
E
NA
VA
L S
TA
TI
ON
, N
OR
FO
LK
, V
IR
GI
NI
A
P-
-M
U
LT
I-M
IS
SI
O
N D
R Y
D O
C K
#1
DRAWFORM REVISION: 10 OCTOBER 2014
5 BURLINGTON WOODS
BURLINGTON, MA 01803
PR
EL
IM
IN
A R
Y
N O
T
FO
R C
O N
ST
R
U C
TI
O
N C O N
TR
O
LL
ED
ILB
ALG
EJA
DPS
C
U s er s\ Pu b l ic
\D oc u m en ts \L oc a l_ Re v i t_
Fil es
\D
RY
D S
W T R
-1
5 9
-M _b eb ra nd .rv t
/4 /2
: 0
9:
P M
U
TI
LI
TY
B U
IL
D
IN
G
S
EC
TI
O N
S
UBM301
Designer Author Checker
1/4" = 1'-0"UBM301
1 UTILITY BUILDING - SECTION
akuchibhatla Polygonal Line
8"ø
8"ø
8"ø
8"ø8"ø
8"ø
8"ø
8"ø
8"ø
8"ø
8"ø
8"ø8"ø
8"ø
8"ø
8"ø8"ø
6"ø
6"ø
No. NAME FLOOR PLAN
1000 GPM ELECTRIC-
MOTOR-DRIVEN FIRE
PUMP
8" DOUBLE CHECK VALVE
8" GATE VALVE
6" CHECK VALVE
8" CHECK VALVE
FIRE PUMP ROOM LEGEND
DUAL 2.5" FDC
8" TO 6" REDUCER9
6" TO 5" REDUCER10
CONTINUE TO SYSTEM11
CONNECT TO EXISTING
UNDERGROUND 12"
WATER MAIN
1-HOUR RATED FIRE
BARRIER
ACCESS DOORS TO FIRE
PUMP ROOM
7 5" FDC
6 TEST HEADER
8"ø
8"ø8"ø
8"ø8"ø 8"ø 8"ø
8"ø
8"ø
8"ø
8"ø
8"ø
8"ø
8"ø
8"ø
PLAN NORTH
SCALE: 3/16" = 1'-0"
1 - FIRE PUMP ROOM LAYOUT
KEY
K
IT
T E
R Y
M
A
IN
E P
O R
T S
M O
U T
H N
A V
A L S
H
IP
Y A
R D
CHECK GRAPHIC SCALE BEFORE
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T L A
N T
IC
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
N40085-17-D-5004
CONSTR. CONTR. NO.
SHEE
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.: 1604959
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
C I C
O R
E N
A V
A L
S T
A T
IO
N
, N O
R F
O
LK
, V
IR
G
IN
IA
P -3
M U
L T
I- M
IS
S
IO
N
D R
Y D
O C
K
DRAWFORM REVISION: 10 OCTOBER 2014
5 BURLINGTON WOODS
BURLINGTON, MA 01803
P R
E L
IM
IN
A
R Y
N O
T F
O R
C O
N S
T R
U C
T
IO
N
C O N T R O L L E D
EJA
DPS
NBJ/NAM
ILB
R
J e n se n H u g h e s\ K u rt
R u c h a la
K
A R
.0
P
N S Y
P -3
D ry
D o c k
D ra w in g s\ R e v it
W o rk i n g M o d e l\
D R
Y D
S W
TR
-1
-F .r v t
/2
/2
:3
:4
A
M
F
IR
E P
U M
P R
O O
M L
A Y
O U
T
FP-501
KJC MRD KAR
3 3
3 3
3 3
3 3
3 3
7 6
7 6
PLAN NORTH
SCALE: 3/16" = 1'-0" FP-102
2 - FIRE PUMP DETAIL
4' 0' 4' 8' 12' 16'
3/16" = 1'-0"
Caisson
F I L
E
N
A M
E
L
C
L I E
N T
S S
T A
N T
E C
D
P
M u l t i M i s s i o n
D
N S
Y
C a i s s o n d e s i g n D w g s
C u r r e n t
H e g e r
D e s i g n
S k e t c h e s A
K d w g
L
A Y
O U
T
N
A M
E
A
K
O
T T
E D
F r i d a y
O c t o b e r p m
U
S E
R
T u r n e r
1 2 3 54
1 2 3 54
A
B
C
D
A
B
C
D
R
G
H
E E
DRY DOCK, Inc.
HEGER
DESIGN, INSPECTION AND CERTIFICATION
DRY DOCK ENGINEERS
77 MAIN STREET, SUITE 9
HOPKINTON, MA 01748
(508) 429-1800
SCALE:
PROJECT NO.:
CONSTR. CONTR. NO.
SHEET OF
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DES DRW CHK
DATE:
CHIEF ENG.
C L I E
T
M
E
A
D
R E
S S
P R
O J E
T
L E
D R
A W
I N
G
T
I T
L E
T H
E S
E
D
E S
I G
S
E
C I F
I C
A T
I O
R E
O W
R
E M
A
H
O
P E
R T
Y
O
F
H
E G
Y
C
K
I N
C
U
T
H E
S
I G
R
E P
R O
D U
C T
I O
N
O
F
T
H E
S
I G
T
H O
U
X P
R E
I T
T E
N
P
E R
M I S
S I O
N
O
H I B
I T
E D
10-04-2019
S T
A N
T E
C
P N
M
U L
T I M
I S
S I O
N
D
D
4112-D
PREMAL SHAH
N
N
S
T
R
U
C
T
I O
N
P
R
E
L
I
M
I
N
A
R
Y
MDN JAH PHS
D E
K
A
N S
AS NOTED
AK101
PLAN - OPERATIONS DECK
SCALE: 1/4" = 1'-0"
A1
1/4" = 1'-0"
4 8 FT0 21
FR 3-2 FR 2-2
FR 1-2 FR 1-1
FR 2-1 FR 3-1FR 0
PLAN - WEATHER DECK
SCALE: 1/4" = 1'-0"
C1
FR 3-2 FR 2-2
FR 1-2 FR 1-1
FR 2-1 FR 3-1FR 0
℄ 1 (FWD)2 (AFT)
A (STBD)
B (PORT)
36" CLEAT
8 PLACES
REMOVABLE
COMPANIONWAY
2 PLACES
12" OPEN CHOCK
6 PLACES
ACCESS HATCH FOR
EQUIPMENT REMOVAL
TYP 2 PLACES
81'-8 3/16"
℄ 1 (FWD)2 (AFT)
A (STBD)
B (PORT)
FR 4-2
FR 4-1
FR 4-2
FR 4-1
DESK
M
D
P
CONTROL CONSOLE
MAN ACCESS WATERTIGHT HATCH
WITH LADDER
TYP 4 PLACES
DEWATERING PUMP MOUNTED
ON REMOVABLE HATCH
TYP 2 PLACES
UP
12" EMERGENCY CROSS
CONNECT VALVE ACTUATOR
36" SUPERFLOOD
VALVE ACTUATOR
TYP 2 PLACES
36" SUPERFLOOD
VALVE ACTUATOR
TYP 2 PLACES
36" SUPERFLOOD
SHUT-OFF
VALVE ACTUATOR
TYP 2 PLACES
36" SUPERFLOOD
VALVE ACTUATOR
TYP 2 PLACES
36" SUPERFLOOD
VALVE ACTUATOR
TYP 2 PLACES
SUPERFLOOD PUMP MOUNTED ON
REMOVABLE HATCH
TYP 2 PLACES
14" FLOOD GATE
VALVE ACTUATOR
TYP 2 PLACES
14" FLOOD BUTTERFLY
VALVE ACTUATOR (MANUAL)
TYP 2 PLACES
12" DEWATERING GATE
VALVE ACTUATOR
TYP 2 PLACES
12" DEWATERING GATE
VALVE ACTUATOR
TYP 2 PLACES
12" DEWATERING BUTTERFLY
VALVE ACTUATOR (MANUAL)
TYP 2 PLACES
NOTES:
1. SIZE OF FLOOD VALVES AND PUMP ARE SCHEMATIC. SEE
MECHANICAL DRAWINGS FOR EXACT SIZES.
UP
SHORE-TIE RECEPTACLE STATION
2 PLACES
FLOOR DRAIN
8" TANK VENT
TYP 2 PLACES
SWING GATE
2 PLACES
FUTURE DECK CUT-OUT AREA FOR
PUMP REMOVAL.
THIS AREA TO BE FREE FROM ALL
ELECTRICAL, MECHANICAL AND
HVAC ITEMS. (2 PLACES)
AutoCAD SHX Text
SEAL
A A
3 1 5
46 46
F I L
E
N
A M
E
L
C
L I E
N T
S S
T A
N T
E C
M u l t i M i s s i o n
D
S
Y
C a i s s o n d e s i g n D w g s r r e n t
H e g e r
D e s i g n
S k e t c h e s A
K d
Y
O U
T
N
A M
E
A
K
O
T T
E D
F r i d a y
O c t o b e r p m
U
S E
R
T u r n e r
1 2 3 54
1 2 3 54
A
B
C
D
A
B
C
D
R
G
H
E E
DRY DOCK, Inc.
HEGER
DESIGN, INSPECTION AND CERTIFICATION
DRY DOCK ENGINEERS
77 MAIN STREET, SUITE 9
HOPKINTON, MA 01748
(508) 429-1800
SCALE:
PROJECT NO.:
CONSTR. CONTR. NO.
SHEET OF
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DES DRW CHK
DATE:
CHIEF ENG.
C L I E
M
E
A
D
R E
S S
P R
O J E
T
L E
D R
A W
I N
G
T
I T
L E
T H
E S
E
D
E S
I G
E
C I F
I C
A T
I O
R
E M
A
O
P E
R T
Y
O
F
H
E G
C
K
I N
C
U
T
H E
S
I G
R
E P
R O
D U
C T
I O
N
O
F
T
H E
S
I G
T
H O
P
R E
I T
T E
N
P
E R
M I S
S I O
N
O
H I B
I T
E D
10-04-2019
S T
A N
T E
C
P N
M
U L
T I M
I S
S I O
N
D
D
4112-D
PREMAL SHAH
N
N
S
T
R
U
C
T
I O
N
P
R
E
L
I
M
I
N
A
R
Y
MDN JAH PHS
O U
T B
O A
O
F I L
E
AS NOTED
AK201
ELEVATION - OUTBOARD PROFILE
SCALE: 1/4" = 1'-0"
A1
FR 3-2 FR 2-2
FR 1-2 FR 1-1
FR 2-1 FR 3-1
FR 0
℄ WT BHD
36" CLEAT TYP
VERTICAL FENDER 7 PLACES
PORT AND STBD
DOCKING SUPPORT
Ø36" SUPERFLOOD PIPE
TYP 4 PLACES PORT AND STBD
Ø12" BALLAST TANK DISCHARGE PIPE
TYP 2 PLACES PORT AND STBD
REMOVABLE
COMPANIONWAY
TYP 2 PLACES
8" VENT PIPE
12" OPEN CHOCK TYP
REMOVABLE HANDRAILS
WT WEATHER DECK
GIRDER NO 1
GIRDER NO 2
1/4" = 1'-0"
4 8 FT0 21
BASELINE (TOP OF KEEL PLATE)
1 (FWD)2 (AFT)
WT OPERATIONS DECK
Ø14" BALLAST TANK FLOOD PIPE
TYP 2 PLACES PORT AND STBD
TRANSVERSE FRAME OR
TRANSVERSE WT BHD
UNC 3/4" BOLT
3/4" WASHER
3/4" NUT
10" x 6" FENDER, UHMW
V
E R
T I C
A L
F
E N
D E
R
SECTION - FENDER DETAIL
SCALE: 1" = 1'-0"
D1
AK201
D1
AK201
1" = 1"
1 2 IN0
HULL SHELL PLATE
5" x 1/2" FLAT BAR
PRE SLOTTED
D2
AK201
SECTION - FENDER
SCALE: 1" = 1'-0"
D2
AK201
5" x 1/2" FLAT BAR
PRE SLOTTED
10" x 6" FENDER, UHNW
0.88" x 3" SLOTTED HOLE
IN FLAT BAR (TYP)
0.88" DIA THROUGH
HOLE IN UHMW (TYP)
3/4" CHAMFER
(TYP ALL FOUR SIDES)
6"
1' TYP
SPACING
3'-7
17 TON PADEYES
TYP 4 EACH SIDE
20 TON RECESSED SHELL
BITTS TYP 2 EACH SIDE
ESTIMATED LIGHT DRAFT
L
E
N
A M
E
L
C
L I E
N T
S S
T A
N T
E C
M u l t i M i s s i o n
D
S
Y
C a i s s o n d e s i g n D w g s r r e n t
H e g e r
D e s i g n
S k e t c h e s A
K d
Y
O U
T
N
A M
E
A
K
O
T T
E D
F r i d a y
O c t o b e r p m
U
S E
R
T u r n e r
1 2 3 54
1 2 3 54
A
B
C
D
A
B
C
D
R
G
H
E E
DRY DOCK, Inc.
HEGER
DESIGN, INSPECTION AND CERTIFICATION
DRY DOCK ENGINEERS
77 MAIN STREET, SUITE 9
HOPKINTON, MA 01748
(508) 429-1800
SCALE:
PROJECT NO.:
CONSTR. CONTR. NO.
SHEET OF
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DES DRW CHK
DATE:
CHIEF ENG.
C L I E
M
E
A
D
R E
S S
P R
O J E
T
L E
D R
A W
I N
G
T
I T
L E
T H
E S
E
D
E S
I G
E
C I F
I C
A T
I O
R
E M
A
O
P E
R T
Y
O
F
H
E G
C
K
I N
C
U
T
H E
S
I G
R
E P
R O
D U
C T
I O
N
O
F
T
H E
S
I G
T
H O
P
R E
I T
T E
N
P
E R
M I S
S I O
N
O
H I B
I T
E D
10-04-2019
S T
A N
T E
C
P N
M
U L
T I M
I S
S I O
N
D
D
4112-D
PREMAL SHAH
N
N
S
T
R
U
C
T
I O
N
P
R
E
L
I
M
I
N
A
R
Y
MDN JAH PHS
C E
N T
E R
L I N
E
P
R O
F I L
E
AS NOTED
AK202
ELEVATION - CENTERLINE PROFILE
SCALE: 1/4" = 1'-0"
A1
FR 3-2 FR 2-2
FR 1-2 FR 1-1 FR 2-1 FR 3-1
FR 0
℄ WT BHD
1 (FWD)2 (AFT)
WT WEATHER DECK
GIRDER NO.1
GIRDER NO.2
BASELINE (TOP OF 1" KEEL PLATE)
1/4" = 1'-0"
4 8 FT0 21
WT OPERATIONS DECK
12" EMERGENCY CROSS
CONNECT VALVE
36" FLOODING TUBE AND
SUPERFLOOD PUMP DISCHARGE,
PORT AND STBD
TYP 4 PLACES
12" BALLAST TANK DISCHARGE
TYP 2 PLACES
14" FLOOD VALVE
TYP 2 PLACES
DEWATERING SUMP
TYP 2 PLACES
DEWATERING PUMP
TYP 2 PLACES
12" DEWATERING BUTTERFLY
VALVE ACTUATOR (MANUAL)
TYP 2 PLACES
EMERGENCY CROSS CONNECT
VALVE ACTUATOR
24" SUPERFLOOD SHUT-OFF
VALVE ACTUATOR
TYP 2 PLACES
SUPERFLOOD PUMP
TYP 2 PLACES
NOTES:
1. SIZE OF FLOOD VALVES AND PUMP ARE SCHEMATIC. SEE
MECHANICAL DRAWINGS FOR EXACT SIZES.
CONCRETE BALLAST
REMOVABLE SHIP'S LADDER
TYP 2 PLACES
| 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 .